Dosing House Water DWG Block for AutoCAD

Dosing House Water DWG Block for AutoCAD

Plane dosage water booth structures – Structure plane

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

Plant foundation, scale, cut, scale, cut, scale, Main elevation, scale, Solution tank, Of lime, Solution tank, Of sulfate, Solution tank, Of sulfate, detail, The splices, Will be located in the, Same section, They will not be spliced, More of the, Armor in one, Central third, Reinforcement joints, They will not be allowed, A length of, Slab light, Beam each side of, The column support, Superior in, Min., Beams, Slabs, In columns, Splicing overlaps, Colum., Slabs beams, Stirrups, Recommends taking care to control as much as possible any, Filtration of water that alters the potential balance of the soil., Notes, Portland cement type in general, Solid brick type iv, Maximum percentage of voids, Effective wall thickness, beam, Solid slab in the respective plane, Admissible pressure on the ground, mortar:, Coatings, ground, masonry, Overloads, Plates, in general, concrete, Sole, Cm., Technical specifications, materials, Steel in general, cut, Depth of foundation df, cut, Solution tank, Of lime, Solution tank, Of sulfate, Solution tank, Of sulfate, Floor slab roof, scale, Rfzo.sup.inf., Rfzo.sup.inf., Fold, typical, Foundation, Of stairs, Rfzo.sup.inf., Floor tile, Ladder tanks, Cm., Roof slab, Cm., Floor tile rfzo.superior, Cm., Floor tile rfzo.inferior, Cm., Running shoes, Cm., stairs, scale, Sole, cut, Sole, cut, Sole, cut, Board dde, Sole, Board dde, license plate, license plate, variable, license plate, Board, Reinforcement detail in tanks, scale, Packed filling at, Of the modified proctor, license plate, lintel, Detail of running shoes, see, Reagent dosing warehouse, Drinking water treatment plant, Architecture, Drinking water system

Raw text data extracted from CAD file:

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L R ø VIGAS (cm) LOSAS 30 ø 6 mm EN COLUMNAS TRASLAPES Y EMPALMES COLUM. (cm) LOSAS Y VIGAS ESTRIBOS L -SE RECOMIENDA TENER CUIDADO DE CONTROLAR EN LO POSIBLE CUALQUIER FILTRACION DE AGUA QUE ALTERE EL EQUILIBRIO POTENCIAL DEL SUELO. NOTAS : CEMENTO PORTLAND TIPO I EN GENERAL - LADRILLO MACIZO TIPO IV - PORCENTAJE MAXIMO DE VACIOS 30% - ESPESOR EFECTIVO DE MURO 13cm VIGA LOSA MACIZA ,INDICADO EN EL PLANO RESPECTIVO PRESION ADMISIBLE SOBRE EL TERRENO s = 1.92 Kg/cm2 - MORTERO: CEMENTO-ARENA 1:4 f'c=210 Kg/cm2 f'c=100 Kg/cm2 RECUBRIMIENTOS : TERRENO : ALBAÑILERIA : SOBRECARGAS : - f'b=130 Kg/cm2 - f'm=45 Kg/cm2 PLACAS - EN GENERAL CONCRETO : - SOLADO : 3.0 cm. : 4.0 cm. ESPECIFICACIONES TECNICAS MATERIALES : ACERO EN GENERAL fy=4200 Kg/cm2 CORTE 1 - 1 ESC:1/25 PROFUNDIDAD DE CIMENTACION Df = 1.00m 5 5 5 5 5 5 CORTE X-X ESC:1/25 1@.05, Rto.@.10 c/ext. ESC:1/25 V-101 (.15x.25) Rto.@.15 c/ext. 1@.05,5 @.10, ø3/8" 5 5 5 4d1/2" 5 5 5 .15 5 5 5 5 5 5 5 A B 5 5 5 5 3,318.60 3,320.50 B Tanque de Solucián de Cal Tanque de Solucián de Sulfato Tanque de Solucián de Sulfato 5 5 5 5 5 5 5 5 A PLANTA - TECHO LOSA MACIZA ESCALA 1/50 A 3,321.50 e = 0.15m S/c = 100 Kg./m2 d3/8"@.30 rfzo.sup.inf. d3/8"@.30 rfzo.sup.inf. V-101 (.15x.25) DOBLA .10 TIPICO V-101 (.15x.25) V-101 (.15x.25) V-101 (.15x.25) V-101 (.15x.25) V-101 (.15x.25) V-101 (.15x.25) V-101 (.15x.25) V-102 (1.10x.25) V-103 (.50x.15) CIMENTACION DE ESCALERA 4 d3/8"@.20 rfzo.sup.inf. LOSA DE PISO 1 2 3 4 5 6 7 3,319.20 5 5 5 4 1 1 3 3 4 4 4 4 4 4 1 1 3 3 4 4 4 4 4 4 4 4 1 1 2 2 E-1 ESCALERA Y TANQUES : 3.0 cm. LOSA DE TECHO : 2.5 cm. LOSA DE PISO RFZO.SUPERIOR : 3.0 cm. LOSA DE PISO RFZO.INFERIOR : 5.0 cm. ZAPATAS CORRIDAS : 7.0 cm. 3,317.80 3,319.20 5 5 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 ESCALERA E - 1 ESCALA 1/25 S/c = 200 Kg./m2 d3/8"@.20 d3/8"@.20 3,317.80 d5/8"@.20 d3/8"@.30 d3/8"@.30 SOLADO CORTE 2 - 2 ESC:1/25 5 5 5 5 5 d3/8"@.20 d3/8"@.20 3,317.80 d5/8"@.20 d3/8"@.30 d3/8"@.30 SOLADO .20 .20 .20 .20 CORTE 3 - 3 ESC:1/25 5 5 5 5 5 5 d3/8"@.20 d3/8"@.20 3,317.80 d5/8"@.20 d3/8"@.30 d3/8"@.30 SOLADO 5 .20 .20 d3/8"@.20 d3/8"@.20 3,318.60 CORTE 4 - 4 ESC:1/25 5 5 5 5 5 d3/8"@.20 d3/8"@.20 3,317.80 d5/8"@.20 dDE PLACA SOLADO 5 .20 .20 3,317.50 dDE PLACA P-1 P-3 P-4 P-2 P-2 P-1 P-3 P-1 PLACA P-2 PLACA P-1 PLACA P-3 PLACA P-4 5 5 5 5 5 5 5 5 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 16d3/8" 10d3/8" 16d3/8" 16d3/8" 12d3/8" Rto.@.15 c/ext. 1@.05,5@.10, ø3/8" Rto.@.15 c/ext. 1@.05,5@.10, ø3/8" Rto.@.15 c/ext. 1@.05,5@.10, ø3/8" Rto.@.15 c/ext. 1@.05,5@.10, ø3/8" ESC:1/25 V-102 (1.10x.25) Rto.@.15 c/ext. 1@.05,5 @.10, ø3/8" 5 5 5 2d3/4" 2d3/4" 14d5/8" ESC:1/25 V-103 (.50x.15) Rto.@.15 c/ext. 1@.05,5 @.10, ø3/8" 5 5 2d1/2" 2d1/2" 4d3/8" 2d1/2" Rto.@.10 1@.05, ø3/8" PLACA VARIABLE 5 5 4d1/2" ø3/8" 3,318.60 3,319.20 3,320.50 3,320.30 5 5 5 5 5 5 5 5 5 5 d5/8"@.20 d5/8"@.20 .20 .20 d5/8"@.20 .20 .20 d5/8"@.20 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 PLACA P-1 PLACA P-1 d3/8"@.10 d3/8"@.10 d3/8"@.15 d3/8"@.15 d3/8"@.10 d3/8"@.10 d3/8"@.15 d3/8"@.15 5 5 5 5 5 5 5 5 d3/8"@.10 d3/8"@.10 d3/8"@.15 d3/8"@.15 d3/8"@.20 d3/8"@.20 øPLACA P-3 V-103 (.50x.15) 5 d1/2"@.20 d3/8"@.20 DETALLE DE REFUERZO EN TANQUES ESCALA 1/25 V-103 5 5 RELLENO COMPACTADO AL 95% DEL PROCTOR MODIFICADO V-101 V-101 PLACA P-4 5 5 DINTEL (.15x.20) X X 5 5 d5/8"@.20 5 5 5 DETALLE DE ZAPATAS CORRIDAS 1 1 e = 0.20m VER DETALLE-1 VER DETALLE-1 VER DETALLE-1 VER DETALLE-1 ALMACEN Y DOSIFICACION DE REACTIVOS PLANTA DE TRATAMIENTO DE AGUA POTABLE ARQUITECTURA E INSTALACIONES HIDRAULICAS SISTEMA DE AGUA POTABLE

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, booth, distribution, dosing, DWG, fornecimento de água, house, kläranlage, l'approvisionnement en eau, plane, structure, structures, supply, treatment plant, wasserversorgung, water