Underground Tank For Water Storage DWG Block for AutoCAD

Underground Tank For Water Storage DWG Block for AutoCAD

Plane construction of tank for drinking water storage

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

blue cyan, blue, Red, green, representation, thickness setting, d. s.r.l., thickness, facsimile. cel., valencia edo. carabobo, yellow, light Grey, pale pink, magenta red, White, color, dark gray, drawing scale, plotting scale, distribution pipe, suction cleaning pond, pond tubing, level indicator, control panel, drainage on floor, sensor, nomenclature, suction, ford, calculations, bait plug, flexible connection, gate valve, cylinder. capacity according to, compressor. see calculations, retention valve, universal unions, cleaning pond, flanges, bombs, consumption, interruption level, distribution of water for, pump operation, lts, drinking water supply, pond for, Minimal distance, water collectors, black borders, medianeras is from, coating board, strength of materials, cms., cms., concrete with rheoubuild of master builders, water wall, ground floor, earth wall, steel in slings, slab, the structural calculation design is, I perform the following functions, data:, the measures are expressed in, less than is indicated, something different., all levels indicated are, injured at the level set out in, work., the levels indicated in the project, make adjustments, the necessary, regarding modified topography., unit weight of soil, permissible soil capacity qdam, angle of internal friction, all columns are centered, with respect to its less than, specify something different., settlements of magnitude, according to norms covenin, for the structure. these conditions, for stakeout purposes, truccion check shafts, both in the plans of, as in the structural planes., should be verified with a study, otherwise the, designers are not made, due to structural problems, derived from failed settlements, of the subsoil., project specification, scale, use a water cement relationship, not greater than by weight., provide for the use of an additive, concrete air-entrainment, type sika aer de sika similar approve, the pond must be stressed, with a mixture containing, pond construction, do., a type water-proof additive, milar approved., concrete curing should eat, be established as soon as the, finished the water, free has disappeared., flat, digitized, by:, technical support advice on projects works. digital drawing of project plans, mobile. valencia edo. carabobo venezuela, Format, ref., series, scale, drawing, calculation, draft, owner, description, underground pond for drinking water, sheet, arq. erwin sequera, gave. a. garcia, indicated, Mr. luis camargo, ladder cutter, detail, scale, structure underground pond, foundation slab plant, scale, structure underground pond, plant walls, scale, structure underground pond, typical section, scale, structure underground pond, roof slab plant, scale, sanitation, det. system installation hydropneumatic, scale, solid, cms, cms, cms, cms, cms, rep. cms, view floor slab, rep. cms, view floor slab, see wall plant, rep. cms, cms, cms, solid, cms, cms, cms, cms, pending, cms, pro

Raw text data extracted from CAD file:

0.70 0.50 0.35 AZUL CYAN AZUL ROJO VERDE 5 4 1 3 REPRESENTACION CONFIGURACION DE ESPESORES S O L U C I O N E S I N T E G R A L E S C A D. S.R.L. 0.25 ESPESOR (mm) 0.15 TELEFAX. (O241) 8351252 CEL. 016-8413316 E-mail: sicadsrl@cantv.net.ve VALENCIA EDO. CARABOBO AMARILLO GRIS CLARO ROSADO PALIDO ROJO MAGENTA BLANCO COLOR GRIS OSCURO 2 21 9 7 6 N° 8 ESCALA DE DIBUJO ESCALA DE PLOTEO -0.9699194390264405 -0.9699194390264405 1 11 2 10 1 6 7 5 15 9 16 13 12 2 14 4 1 8 3 15.- TUBERIA DE DISTRIBUCION 11.- SUCCION LIMPIEZA ESTANQUE 16.- TUBERIA DE ESTANQUE ELE- 12.- INDICADOR DE NIVEL 17.- TABLERO DE CONTROL 13.- DRENAJE EN PISO -2.216972283866993 14.- SENSOR NOMENCLATURA 10.- SUCCION VADO CALCULOS 7.- TAPON DE CEBA 6.- CONEXION FLEXIBLE 2.- VALVULA DE COMPUERTA 1.- VALVULA DE COMPUERTA 3.- CILINDRO. CAPACIDAD SEGUN 9.- COMPRESOR. VER CALCULOS 4.- VALVULA DE RETENCION 5.- UNIONES UNIVERSALES O LIMPIEZA ESTANQUE BRIDAS 8.- BOMBAS 4 EL CONSUMO NIVEL DE INTERRUPCION DISTRIBUCION DE AGUA PARA FUNCIONAMIENTO DE BOMBAS 19 12 14 1 19 19 8 2 2 5 10 4 11 7 13 CAP.= 17.500 Lts MIENTO DE AGUA POTABLE ESTANQUE PARA ALMACENA- -2.216972283866993 3 17 3 DISTANCIA MINIMA A COLECTORES DE AGUAS NEGRAS LINDEROS Y MEDIANERAS ES DE 1m 19 15 \A1;2.15 \A1;3.50 \A1;2.50 TABLA DE RECUBRIMIENTOS RESISTENCIA DE LOS MATERIALES 5 cms. 5 cms. fy = 4200 Kg/cm2 f'c= 250 Kg/cm2 5 cms. 5 cms. CONCRETO CON RHEOUBUILD 561 DE MASTER BUILDERS MURO / AGUA LOSA / TIERRA MURO / TIERRA ACERO EN CABILLAS LOSA / AGUA 01 EL DISEÑO Y CALCULO ESTRUCTURAL SE REALIZO EN FUNCION A LOS SIGUIENTES DATOS: 04 LAS MEDIDAS ESTAN EXPRESADAS EN ME- TROS (m). A MENOS DE QUE SE INDIQUE ALGO DIFERENTE. 05 TODOS LOS NIVELES INDICADOS ESTAN RE- FERIDOS AL NIVEL +0.00 ESTABLECIDO EN OBRA. 06 LOS NIVELES INDICADOS EN PROYECTO DE- BERAN RESPETARSE, REALIZANDO LOS AJUS TES NECESARIOS DE CORTE-RELLENO CON RESPECTO A LA TOPOGRAFIA MODIFICADA. PESO UNITARIO DEL SUELO = 1800 Kg/cm3 CAPACIDAD ADMISIBLE DEL SUELO qdam = 150 Kg/cm2 ANGULO DE FRICCION INTERNA d = 30° 03 TODAS LAS COLUMNAS ESTAN CENTRADAS CON RESPECTO A SU EJE, A MENOS DE QUE SE ESPECIFIQUE ALGO DIFERENTE. Y ASENTAMIENTOS DE MAGNITUD TOLERA- BLES SEGUN NORMAS COVENIN 1753-87 PARA LA ESTRUCTURA. ESTAS CONDICIONES 02 PARA EFECTOS DE REPLANTEO Y CONS- TRUCCION VERIFICAR EJES Y NIVELES, TANTO EN LOS PLANOS DE ARQUITECTURA, COMO EN LOS PLANOS ESTRUCTURALES. DEBERAN VERIFICARSE CON UN ESTUDIO GEOTECNICO, EN CASO CONTRARIO LOS PROYECTISTAS NO SE HACEN RESPONSA- BLES POR PROBLEMAS ESTRUCTURALES DERIVADOS DE FALLAS y/o ASENTAMIENTOS DEL SUBSUELO. X X X 1 ESPECIFICACION DEL PROYECTO ESCALA 1:100 XX 01 UTILIZAR UNA RELACION AGUA - CEMENTO NO MAYOR DE 0.45 EN PESO. 02 PREVEER LA UTILIZACION DE UN ADITIVO INCORPORADOR DE AIRE PARA CONCRETO TIPO SIKA AER DE SIKA o SIMILAR APROBA 03 EL ESTANQUE SE DEBERA FRISAR INTERNA- MENTE CON UNA MEZCLA QUE CONTENGA CONSTRUCCION DEL ESTANQUE DO. UN ADITIVO HIDROFUGO TIPO SIKA-1 o SI- MILAR APROBADO. 04 EL CURADO DEL CONCRETO DEBERA COMEN ZARSE TAN PRONTO COMO LAS LABORES DE ACABADO HAYAN FINALIZADO o EL AGUA LIBRE HAYA DESAPARECIDO. PLANO DIGITALIZADO POR: ASESORIA Y SOPORTE TECNICO EN PROYECTOS Y OBRAS. GRAFICA DIGITAL (CAD) DE PLANOS DE PROYECTOS MOVIL. 0426 641.23.49 / 0426 845.41.42 VALENCIA EDO. CARABOBO - VENEZUELA E-mail: di.marcogarcia@gmail.com Http/www.proyeccivil.blogspot.com FORMATO A2 (420x594mm) REF. SERIE ESCALA DIBUJO CALCULO PROYECTO PROPIETARIO DESCRIPCION ESTANQUE SUBTERRANEO PARA AGUA POTABLE LAMINA N° ARQ. ERWIN SEQUERA D.I. MARCO A. GARCIA INDICADA Sr. LUIS CAMARGO \A1;3.40 \A1;1.00 \A1;1.95 \A1;0.45 \A1;3.40 \A1;1.95 \A1;1.00 \A1;0.45 \A1;2.50 \A1;0.20 \A1;0.20 \A1;2.50 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.20 \A1;0.20 \A1;2.80 \A1;2.90 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.90 \A1;0.25 \A1;0.60 \A1;0.15 1:50 10 = 0.50 .10 1.23 A DESPIECE DE ESCALERA DETALLE ESCALA 1:25 1 ESTRUCTURA ESTANQUE SUBTERRANEO PLANTA LOSA DE FUNDACION ESCALA 1:25 2 ESTRUCTURA ESTANQUE SUBTERRANEO PLANTA MUROS ESCALA 1:25 4 ESTRUCTURA ESTANQUE SUBTERRANEO SECCION TIPICA ESCALA 1:25 3 ESTRUCTURA ESTANQUE SUBTERRANEO PLANTA LOSA DE TECHO ESCALA 1:25 B INSTALACIONES SANITARIAS DET. INSTALACION SIST. HIDRONEUMATICO ESCALA 1:25 5 5 5 MACIZA ESPESOR= 20 cms LPE-1 5 5 5 5 5 1 d1/2" x 3.50 a/c 20 cms (As INF.) 1 d1/2" x 3.30 a/c 20 cms (As SUP.) 3.30 1 d1/2" x 3.50 a/c 20 cms (As INF.) 3.30 .10 .10 .10 1 d1/2" x 3.30 a/c 20 cms (As SUP.) .10 5 5 5 5 5 5 1 d3/8" x 6.36 a/c 20 cms (As EXT.) 1 d3/8" x 6.00 a/c 20 cms (As INT.) 1.70 1.80 2.78 2.60 1.70 1.80 REP. d1/2" a/c 20 cms A/S VER PLANTA LOSA DE TECHO REP. d1/2" a/c 20 cms A/S 5 5 VER PLANTA LOSA DE TECHO VER PLANTA DE MUROS REP. d3/8" a/c 25 cms 5 5 5 0.35 1 d1/2" x 3.45 a/c 20 cms (As INT.) 3.10 3.10 0.50 1 d1/2" x 3.60 a/c 20 cms (As EXT.) 5 5 5 5 5 MACIZA ESPESOR= 20 cms LTE-1 5 5 5 5 5 5 5 1 d1/2" x 2.80 a/c 20 cms (As SUP.) 2.80 1 d1/2" x 3.00 a/c 20 cms (As INF.) .10 1 d1/2" x 3.00 a/c 20 cms (As SUP.) 1 d1/2" x 2.80 a/c 20 cms (As INF.) 2.80 .15 .15 .10 PENDIENTE 1% PROF.= 15 cms PROY. FOSA DE SUCCION FOSA DE SUCCION FOSA DE SUCCION BOCA DE INSPECCION E-01 PLANTAS Y SECCIONES ESTANQUE SUBTERRANEO. D.I. MARCO A. GARCIA ESTRUCTURA 1:25

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