Drinking Water Treatment Pumping System DWG Block for AutoCAD

Drinking Water Treatment Pumping System DWG Block for AutoCAD

System for Drinking Water Treatment Pumping

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

Filter no, Receiving box, Wash water, Receiving box, Wash water, Receiving box, Wash water, Receiving box, Wash water, Wash water outlet chute, Filter no, Water inlet channel slow filter, joist, joist, joist, valve, butterfly, M.m., butterfly valve, M.m., top, Steel detail: cut, Esc:, Steel detail: cut, Esc:, your B. Clean, orifice, centered, variable, Pre-fabricated covers:, Esc, Detail: medium filter medium support, Dmax, Dmin, support, Dmin, Dmax, sand, bed, Esc, Orifice, Detail: prefabricated joists, Fg, welding, Fg, welding, Fg, Railing, Railing, Esc., gravel, anchorage, sand, Support bed, gravel, joist, Hole both sides of the joist, sand, Support bed, gravel, joist, Hole both sides of the joist, sand, Support bed, gravel, joist, Hole both sides of the joist, sand, Support bed, gravel, joist, Hole both sides of the joist, Steel detail: cut, Esc:, Water entrance window, Water entrance window, Water entrance window, Water entrance window, Steel detail plant: fast filter, Esc:, Cleaner pipe outlet, Anchor length with hook, Upper reinforcement, anyone, Lower reinforcement, Values ​​of, Overlap splice length, Steel overlap joints, Fc, column, beam, Anchor length with hook, total, Esc:, Adm, floor, Seismic parameters:, Basic technical specifications, Soil type soil floor factor, Fundamental period of vibration of the structure, Soil vibration period tp, Permissible load of the foundation floor, concrete, simple, Plates cm, Free coatings, F’c shoes, concrete, armed, concrete, Itintec degree, Performance of the structure., Structures, Notes:, Attachments, Factor of use importance of common structure category, Ductility reduction factor: structure, Location of the structure zone factor zone, Foundation foundation cº f’c, The surfaces of the construction joints must be carefully cleaned, The construction joints will be made in the places indicated in the details, Flats flats f’c, Before proceeding to the emptying of the next stage., Of reinforcement of the structural elements, Building elements joints, Minimum lengths of anchors overlaps of reinforcement, Steel astm degree steels, Who will not be responsible for inconsistent modifications that undermine good, Any modification of the design of structures shall be authorized by the, With the requirements of the national building regulations, These specifications will be complemented by the technical specifications of the, Fy of, Least, If necessary, apply a coat of epoxy adhesive, Between fresh concrete and existing concrete., Curing will be by wet, Study of, Slow filter

Raw text data extracted from CAD file:

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VALVULA DE MARIPOSA d 100 m.m. TAPA F° G° 0.50X0.50 C C DETALLE DE ACERO: CORTE A-A ESC: 1/25 DETALLE DE ACERO: CORTE C-C ESC: 1/25 TUB. LIMPIA Ø 4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2" d3/4" ORIFICIO .05 5 <> d 3/8" @ .10 CENTRADO VARIABLE TAPAS PRE FABRICADAS (TIPICO) ESC: 1/10 ESC 1:10 DETALLE: MEDIO FILTRANTE y MEDIO SOPORTE 2" 1/2" - 1" 1/8" - 3/8" Dmax = 2.00mm. Dmin = 0.84mm. D = 0.95mm. 10 C = 1.60 u SOPORTE C = 1.50 u 10 D = 0.56mm. Dmin = 0.42mm. Dmax = 1.41mm. ARENA CAMA 5 5 5 5 5 5 ESC 1:5 d 3/4" @ 0.10 ORIFICIO DE 5 5 DETALLE: VIGUETAS PREFABRICADAS FºGº - d 1.1/2" FºGº - d 1.1/2" SOLDADURA SOLDADURA FºGº - d 1.1/2" SOLDADURA SOLDADURA FºGº - d 1.1/2" 5 0.97 5 5 PASAMANO ZONA DE VALVULEO PASAMANO CORRIDO ESC. 1/15 ESC. 1/15 5 5 5 5 5 5 D = 0.84mm. 60 GRAVA d 3/4" P 4"x4"x1/4" L L P 4"x4"x1/4" ANCLAJE ANCLAJE ARENA CAMA SOPORTE GRAVA 5 5 VIGUETA PRE-FABRICADA ORIFICIO d 3/4"A AMBOS LADOS DE LA VIGUETA ARENA CAMA SOPORTE GRAVA 5 5 VIGUETA PRE-FABRICADA ORIFICIO d 3/4"A AMBOS LADOS DE LA VIGUETA ARENA CAMA SOPORTE GRAVA 5 5 VIGUETA PRE-FABRICADA ORIFICIO d 3/4"A AMBOS LADOS DE LA VIGUETA ARENA CAMA SOPORTE GRAVA 5 5 VIGUETA PRE-FABRICADA ORIFICIO d 3/4"A AMBOS LADOS DE LA VIGUETA DETALLE DE ACERO: CORTE B-B ESC: 1/25 5 VENTANA DE INGRESO DE AGUA 5 5 VENTANA DE INGRESO DE AGUA 5 5 VENTANA DE INGRESO DE AGUA 5 5 VENTANA DE INGRESO DE AGUA 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 5 5 5 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 PLANTA Y DETALLE DE ACERO: FILTRO RAPIDO ESC: 1/25 SALIDA DE TUBERIA DE LIMPIA DE 100mm SALIDA DE TUBERIA DE LIMPIA DE 100mm LONGITUD DE ANCLAJE CON GANCHO (ldg) REFUERZO SUPERIOR 0.30 ³ H H < 0.30 0.30 m 0.45 m 0.50 m 0.35 m 0.40 m 0.60 m 0.70 m 0.50 m Ø 3/8" 1/2" 5/8" 3/4" 0.65 m 0.50 m 0.40 m 0.40 m H : CUALQUIERA REFUERZO INFERIOR VALORES DE m LONGITUD DE EMPALME POR TRASLAPE EMPALMES TRASLAPADOS DE ACERO 42 cm 56 cm 28 cm 35 cm 12db (cm) 11.50 f'c = 210 kg/cm2 31 15 25 20 COLUMNA VIGA 3/4" 1" 1/2" 5/8" 3 3/8" Ø r (cm) Ø \A1;ldg r \A1;12 db 8 4 5 6 1" 1/2" 3/4" 5/8" Longitud de Anclaje con Gancho (l\H0.7407x; \fArial|b0|i0|c0|p34;dg\fBrushScript BT|b0|i0|c0|p66;) 14.50 Total (cm) 39 19 25 31 Esc: 1/25 adm q = 2.50 Kg/cm2 SUELO C = 2.50 PARÁMETROS SÍSMICOS: ESPECIFICACIONES TECNICAS BASICAS TIPO DE SUELO S1 = FACTOR DE SUELO S = 1.00 (ROCA O SUELO RIGIDO) PERIODO FUNDAMENTAL DE VIBRACIÓN DE LA ESTRUCTURA T = 0.14 s PERIODO DE VIBRACIÓN DEL SUELO Tp = 0.40 s CARGA ADMISIBLE DEL SUELO DE FUNDACIÓN CONCRETO SIMPLE 60 50 40 30 Le (cm) 120 80 50 40 30 20 La (cm) 90 60 1" 3/4" 5/8" 1/2" 3/8" 1/4" Ø PLACAS = 5.00 cm RECUBRIMIENTOS LIBRES ZAPATAS f'c = 175 Kg/cm² CONCRETO ARMADO CONCRETO ITINTEC 341.031 GRADO ARN420 - 91. DESEMPEÑO DE LA ESTRUCTURA. ESTRUCTURAS NOTAS: ANEXOS FACTOR DE USO E IMPORTANCIA DE LA ESTRUCTURA U = 1.00 (EDIFICACIÓN COMUN : CATEGORÍA C) FACTOR DE REDUCCIÓN POR DUCTILIDAD R = 8 (SISTEMA RESISTENTE: ESTRUCTURA APORTICADA) UBICACIÓN DE LA ESTRUCTURA FACTOR DE ZONA Z = 0.30 (PUNO, ZONA 2) SOLADO DE CIMENTACIÓN e = 3", Cº f'c = 75 Kg/cm² LAS SUPERFICIES DE LAS JUNTAS DE CONSTRUCCIÓN DEBERÁN SER CUIDADOSAMENTE LIMPIADAS LAS JUNTAS DE CONSTRUCCIÓN SE EFECTUARÁN EN LOS LUGARES INDICADOS EN LOS DETALLES PLACAS Y PISOS f'c = 210 Kg/cm² ANTES DE PROCEDER AL VACIADO DE LA SIGUIENTE ETAPA. DE ARMADO DE LOS ELEMENTOS ESTRUCTURALES JUNTAS DE CONSTRUCCIÓN (UNION DE ELEMENTOS ESTRUCTURALES) LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO ACERO ASTM A615 GRADO 60 - 96 a (Designacion Aceros Arequipa) QUIEN NO SERÁ RESPONSABLE POR MODIFICACIONES INCONSULTAS QUE ATENTEN CONTRA EL BUEN CUALQUIER MODIFICACIÓN DEL PROYECTO DE ESTRUCTURAS DEBERÁ SER AUTORIZADO POR EL PROYECTISTA, PROYECTO Y CON LAS PRESCRIPCIONES DEL REGLAMENTO NACIONAL DE CONSTRUCIONES Y SUS NORMAS DE LAS PRESENTES ESPECIFICACIONES SE COMPLEMENTARÁN CON LAS ESPECIFICACIONES TÉCNICAS DEL Fy = 4200 - 5710 Kg/cm² (LIMITE DE FLUENCIA) R = 6330 Kg/cm² MINIMO (RESISTENCIA A LA TRACCION) EN CASO DE SER NECESARIO SE PROCEDERA A APLICAR UNA MANO DE PEGAMENTO EPOXICO ENTRE CONCRETO FRESCO Y EL CONCRETO EXISTENTE. EL CURADO SERA POR VIA HUMEDA (Ver estudio de suelo) FILTRO LENTO

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, drinking, DWG, kläranlage, pumping, system, treatment, treatment plant, water