Treatment Plant Drying Bed DWG Block for AutoCAD

Treatment Plant Drying Bed DWG Block for AutoCAD

TREATMENT PLANT drying bed

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

Esc:, tank, Imhoff, Bed of, biological, Drying, filter, Concrete data, Fc, Motocahy road, Perimetric encirclement of sewage treatment plant, Seismic joint, Cement floor p., Pvc sap pipe, Face wall of rope, Esc:, your B. Pc sap, Simple concrete, Level msnm, Ah, E.g. Max, Msnm, Npt., Level msnm, Level msnm, Ah, E.g. Max, Msnm, Npt., Of columns, its T., Beam, its T., front door, Beams columns, Technical specifications, Soil parameters, Capacity of the land: st, Specific weight of material gt, On site with, Simple concrete, Single concrete flooring c: h, Foundations: Cyclopean concrete c: h p.g. Max, Cyclopean concrete concretions c: h p.m., False floors simple concrete c: h, Reinforced concrete, Reinforced., Foundation beams., Steel in all, masonry, King kong industrial brick, Mortar cement sand, Coatings, Shoes cm, Bevelled beams cm, Columns cm, Beams flat stairs: cm, Typical elevation of perimeter fence, scale, Beam detail

Raw text data extracted from CAD file:

\A1;2.00 \A1;3.25 \A1;3.25 \A1;3.25 \A1;12.00 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;4.05 \A1;0.27 \A1;45.00 \A1;0.27 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.30 \A1;4.15 \A1;0.27 \A1;45.10 \A1;1.45 \A1;3.25 \A1;0.30 \A1;3.25 \A1;3.25 \A1;15.00 \A1;0.25 \A1;3.25 \A1;3.00 \A1;2.25 \A1;0.50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.20 \A1;0.75 \A1;0.25 \A1;0.60 \A1;0.95 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.60 \A1;0.70 \A1;0.50 \A1;0.95 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.95 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.76 \A1;1.75 \A1;0.25 5 5 5 5 12.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 45.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 45.10 5 5 5 5 5 15.00 X X Y Y X X X X X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X Y Y X X X X Y Y X X Y Y X X 5 L (VARIABLE) ESC: 1/125 423.40 422.20 1.20 3.25 CR TANQUE IMHOFF LECHO DE BIOLOGICO SECADO FILTRO DADO DE CONCRETO 0.30m x 0.30m x 0.30m F'C = 140 Kg/Cm² D L=4.00m L=3.50m d L=2.50m d L=10.00m d L=6.00m L=4.00m d 423.40 422.20 1.20 37 CARRETERA MOTOCAHY CERCO PERIMETRICO DE PLANTA DE TRATAMINETO DE AGUAS RESIDUALES Junta sismica e=5cm 5 5 5 5 5 5 5 5 5 5 Zocalo de Cemento P. H=.50m Tuberia PVC SAP Ø 3" + C° S° , 1@25.00cm Muro de Soga Caravista ESC: 1/75 Tub. PC SAP \C256;Ø\C3; 3" Concreto Simple 1:8 5 5 5 5 Nivel \H0.625x;= 421.50 msnm \A1;AV: \A0;\C256;Ø\A1;\C3;3/8"\A0;\C256;@\A1;\C3; 0.30 AH: 5 \A0;\C256;Ø\H0.625x;\C3;=\A1;\H1.6x;1/4" \A1;4 \A0;\C256;Ø\A1;\C3;1/2"0.30 [] \A0;\C256;Ø\H0.625x;\C3; \A1;\H1.6x;1/4": 1 \A0;\H1x;\C256;@\A1;\C3; 5, R\A0;\C256;@0.25 5 5 \A1;1:10¨ + 30% P.G. MAX . 8" 5 5 5 \A1;CORTE: Y -Y \A1;Esc : 1/25 \A1;N.F.C.= -420.90 msnm \A1;N.T.N.= +422.50 msnm npt. 5 5 Nivel = 421.50 msnm Nivel = +422.50 msnm \A1;4 \A0;\C256;Ø\A1;\C3; 1/2" 5 5 5 \A1;COLUMNA C - 1 \A1;Esc : 1:50 5 5 Nivel \H0.625x;= 421.50 msnm \A1;AV: \A0;\C256;Ø\A1;\C3;3/8"\A0;\C256;@\A1;\C3; 0.30 AH: 5 \A0;\C256;Ø\H0.625x;\C3;=\A1;\H1.6x;1/4" \A1;4 \A0;\C256;Ø\A1;\C3;1/2"0.30 [] \A0;\C256;Ø\H0.625x;\C3; \A1;\H1.6x;1/4": 1 \A0;\H1x;\C256;@\A1;\C3; 5, R\A0;\C256;@0.25 5 5 \A1;1:10¨ + 30% P.G. MAX . 8" 5 5 5 \A1;CORTE: X -X \A1;Esc : 1/25 \A1;N.F.C.= -420.90 msnm \A1;N.T.N.= +422.50 msnm npt. 5 5 5 5 5 \A1;Ref. Ø 3/8": 1@0.05 , 2 \A0;@0.10 , 4@0.15, Rto.@0.25 \A1;CUADRO DE COLUMNAS \A1;Esc : 1/25 \A1;DIMENSIONES \A1;As \A1;ESTRIBADO \A1;C - 1 5 5 \A1;2 \A0;\C256;Ø\A1;\C3;1/2" \A1;2 \A0;\C256;Ø\A1;\C3;1/2" \A1;4 \A0;\C256;Ø\A1;\C3;1/2" \A1; EST. \A0;\C256;Ø\H0.625x;\C3; \A1;\H1.6x;3/8",2 \A0;\C256;@\A1;\C3; 0.05, 4\A0;\H1x;\C256;@\A1;\H1x;\C3;0.10, RTO.\A0;\C256;@0.20 \A1;DETALLE DE VIGA \A1;DIMENSIONES \A1;ESTRIBADO \A1;V - AC 5 5 \A1;2 \A0;\C256;Ø\A1;\C3;1/2" \A1;2 \A0;\C256;Ø\A1;\C3;1/2" \A1; EST. \A0;\C256;Ø\H0.625x;\C3; \A1;\H1.6x;3/8",2 \A0;\C256;@\A1;\C3; 0.05, RTO.\A0;\C256;@0.20 5 5 \A1; PUERTA PRINCIPAL \W5.41463; \A1;ESCALA 1:50 \A1;Detalle Vigas y Columnas \A1;Esc 1:25 ESPECIFICACIONES TECNICAS A) PARÁMETROS DE SUELO - Capacidad Admisible del terreno: st = 1.41 Kg/cm2 - Peso Especifico del material : gt = 1.75 Tn/m3 (Verificar en Obra con Ensayos) B) CONCRETO SIMPLE - SOLADO : Concreto Simple C:H - 1:10 - CIMIENTOS CORRIDOS: Concreto Ciclópeo C:H - 1:10 + 30% P.G. Max 8" - SOBRECIMIENTOS : Concreto Ciclópeo C:H - 1:8 + 25% P.M. - FALSOS PISOS : Concreto Simple C:H - 1:8 C) CONCRETO ARMADO f`c = 210 Kg/cm2 - Zapatas,Escaleras,sobrecimientos reforzados. f`c = 210 Kg/cm2 - Vigas y Columnas,Vigas de Cimentación. f`c = 4200 Kg/cm2 ( Acero en Todos los Elementos). D) ALBAÑILERIA - Ladrillo King Kong Industrial de 24 x 12 x 9cm. - f`m = 65 Kg/cm2 - Mortero Cemento - Arena 1:4 E) RECUBRIMIENTOS - ZAPATAS : 7.0 Cm - VIGAS PERALTADAS : 4.0 Cm - COLUMNAS : 4.0 Cm - VIGAS CHATAS , GRADERIAS , ESCALERAS: 3.0 Cm ELEVACION TIPICA DE CERCO PERIMETRICO ESCALA 1:25 Detalle Viga V-AC 5

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bed, block, drying, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plant, provision, treatment, treatment plant, wasser bestimmung, water