Health Filter / Filter / Health DWG Block for AutoCAD

Health Filter / Filter / Health DWG Block for AutoCAD

Health Filter

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

Anaerobic filter, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Upward flow, Anaerobic filter, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Upward flow, General scheme of the installation of the filters, unscaled, cut, Esc, Detail slab of hua, Esc, cut, Esc, cut, Esc, Spillway detail, Esc, Floor level, Esc, Cut bottom slab, Esc, Cut bottom slab, Floor level entrance level view, Esc, Cut slab, Esc, Cut slab, Esc, View walls, Esc, Cut walls, Esc, Cut walls, Esc, Income detail, Esc, Cut walls, Esc, scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, Dist., total of, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, Dist., Income detail, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Bottom slab, description, metric calculations, Cant, Unid., Ref., code, Materials sheet, cement, sand, gravel, Apple, Cant, Unid., description, Ref., code, excavation, Walls, Plaster, Stone flouncing, Mooring wire, Building timber, Nails, Pvc pipe, Kg., Kg., Kg., Simple concrete, Input devices, output devices, Adobito brick, Pza, Pvc pipe, Material draining stone pebble, filter, Input device, Output device, Technical design conditions, characteristic, value, Bearing capacity of soil, Service overload, Concrete resistance, Steel resistance ah, Dosing hua, covering, Technical design conditions, characteristic, value, Bearing capacity of soil, Service overload, Concrete resistance, Steel resistance ah, Dosing hua, covering, Detail slab of hua, Esc, Top floor plan view, Esc, see, Flow separator chamber, Anaerobic filter, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Upward flow, Anaerobic filter, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Upward flow

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.60 \A1;0.25 \A1;0.13 \A1;7.75 \A1;0.13 \A1;0.25 \A1;0.40 \A1;0.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;8.00 \A1;8.50 \A1;0.25 \A1;1.25 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;4.50 \A1;0.25 \A1;0.12 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.13 \A1;0.25 \A1;0.75 \A1;0.55 \A1;9.80 \A1;0.25 \A1;0.85 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.85 \A1;0.25 \A1;4.50 \A1;0.20 \A1;2.10 \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.20 \A1;3.70 \A1;0.15 \A1;0.60 \A1;0.25 \A1;8.00 \A1;0.25 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.63 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.63 \A1;0.25 \A1;0.25 \A1;0.55 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;9.80 \A1;0.25 \A1;0.40 \A1;0.10 \A1;1.85 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.50 \A1;2.35 \A1;3.70 \A1;8.50 \A1;0.30 \A1;0.25 \A1;0.60 \A1;1.00 \A1;0.70 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.50 \A1;1.25 \A1;1.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.63 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.63 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.20 \A1;3.00 \A1;3.40 \A1;4.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;4.50 \A1;3.70 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.70 \A1;1.00 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.20 \A1;0.40 \A1;1.85 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.63 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.25 \A1;0.63 \A1;0.25 \A1;4.50 \A1;0.25 \A1;0.85 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.85 \A1;0.25 \A1;4.00 \A1;4.50 \A1;3.00 \A1;3.20 \A1;2.60 \A1;3.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.10 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;1.00 \A1;3.30 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.70 \A1;1.00 \A1;1.00 \A1;0.10 \A1;0.30 \A1;0.40 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.25 \A1;8.50 \A1;4.50 \A1;1.00 \A1;1.50 \A1;0.25 \A1;8.00 \A1;0.25 \A1;8.50 \A1;0.25 \A1;4.00 \A1;0.25 \A1;4.50 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.25 \A1;8.00 \A1;0.25 \A1;0.40 \A1;0.15 \A1;0.25 \A1;1.25 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.25 \A1;0.25 \A1;4.50 \A1;9.80 \A1;0.20 \A1;2.50 \A1;0.30 \A1;0.50 \A1;0.20 \A1;3.30 \A1;3.50 \A1;0.65 \A1;0.10 \A1;2.25 \A1;0.20 \A1;0.50 \A1;2.55 \A1;3.70 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.25 \A1;2.70 \A1;0.30 \A1;0.20 \A1;3.20 \A1;3.00 \A1;0.20 \A1;3.20 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.60 \A1;0.25 \A1;1.00 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.50 \A1;0.25 \A1;4.00 \A1;0.25 \A1;4.50 \A1;3.00 \A1;0.20 \A1;3.20 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.30 \A1;0.30 \A1;5.00 \A1;0.60 \A1;1.00 \A1;0.40 \A1;6.60 \A1;7.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.10 \A1;3.00 FILTRO ANAEROBICO DE REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: FLUJO ASCENDENTE Q=5/s PL-SA-20-02 3 DE 4 FILTRO ANAEROBICO DE REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: FLUJO ASCENDENTE Q=5l/s PL-SA-20-02 4 DE 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 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 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 5 5 5 ESQUEMA GENERAL DE LA INSTALACION DE LOS FILTROS Sin Escala CORTE A - A ESC 1:50 C A A C B B 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 DETALLE LOSA DE HºAº (FONDO FALSO) ESC 1:20 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B - B ESC 1:50 CORTE C - C ESC 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE VERTEDERO ESC 1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A B A VISTA PLANTA - NIVEL LOSA DE FONDO ESC 1:50 5 5 5 5 5 5 5 5 CORTE A - A - LOSA DE FONDO ESC 1:50 ESC 1:50 CORTE B - B - LOSA DE FONDO C C D D 5 5 5 5 5 5 VISTA PLANTA - NIVEL LOSA DE INGRESO ESC 1:25 CORTE C - C - LOSA DE INGRESO ESC 1:25 CORTE D - D - LOSA DE INGRESO ESC 1:25 E E F F G G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA MUROS ESC 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE E - E - MUROS ESC 1:50 5 5 5 5 5 5 5 5 5 CORTE F - F - MUROS ESC 1:50 5 5 5 5 5 5 5 5 DETALLE INGRESO ESC 1:25 5 5 5 5 5 5 5 CORTE G - G - MUROS ESC 1:50 12 60 0.10 516.0 509.81 8.40 ---- 12 114 0.10 4.60 524.4 518.11 4.40 ---- 12 60 8.60 516.0 509.81 ---- 8 38 0.20 2.10 79.8 31.36 1.70 ---- 16 24 0.20 3.20 1.570 76.8 120.58 12 38 79.8 78.84 12 24 76.8 75.88 ---- 12 176 0.10 3.30 580.8 573.83 3.10 ---- 10 176 0.624 580.8 362.42 ---- 8 128 8.40 8.40 0.393 1075.2 422.55 ---- ---- 12 114 4.60 524.4 518.11 ---- 0.393 ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d No. BARRAS mm a PESO T. TOTAL PARCIAL Kg / m Kg b c d e ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 10 104 0.10 3.30 0.624 343.2 214.16 3.10 ---- ---- ---- 10 28 3.80 0.624 106.4 66.39 3.60 ---- ---- ---- 0.10 8 112 4.40 0.393 492.8 193.67 ---- 4.40 ---- 8.60 2.80 ---- ---- DIST. (m) 0.15 0.15 0.15 0.15 0.20 0.20 0.20 0.20 0.20 10 40 0.10 2.65 0.624 106.0 66.14 2.45 ---- ---- ---- 15 16 17 18 10 16 0.05 4.30 0.624 68.8 42.93 3.40 0.85 ---- ---- 8 16 3.50 0.393 56.0 22.01 3.40 ---- ---- ---- 0.05 6 108 2.80 0.246 302.4 74.39 ---- ---- ---- 2.80 ---- 0.20 0.15 0.15 0.15 Total de 6 Total de 8 Total de 10 Total de 12 Total de 16 2228.0 548.09 3596.6 1413.46 1205.2 752.04 2818.2 2748.38 76.8 120.58 5618.55 0.246 0.393 0.624 0.988 1.570 1 Pos. 2 Pos. 3 Pos. 4 Pos. 3 Pos. 1 Pos. 2 Pos. 4 Pos. 7 Pos. 8 Pos. 5 Pos. 6 Pos. 7 Pos. 5 Pos. 8 Pos. 6 Pos. 5 5 9 Pos. 10 Pos. 10 Pos. 9 Pos. 11 Pos. 11 Pos. 12 Pos. 12 Pos. 13 Pos. 14 Pos. 11 Pos. 9 Pos. 10 Pos. 12 Pos. 14 Pos. 18 Pos. 13 Pos. 14 Pos. 12 Pos. 12 Pos. 15 Pos. 14 Pos. 15 Pos. 14 Pos. 16 Pos. 17 Pos. 18 Pos. 10 Pos. 11 Pos. 9 Pos. 14 Pos. 12 Pos. 18 Pos. 18 Pos. 16 Pos. 17 Pos. 20 Pos. 19 Pos. 19 Pos. 20 Pos. A A 19 8 40 7.00 0.393 280.0 110.04 ---- ---- ---- 0.10 6.80 0.20 20 6 184 1.70 0.246 312.8 76.95 ---- 1.70 ---- 0.15 21 6 896 0.246 806.4 198.37 ---- 0.90 0.15 22 6 896 0.246 806.4 198.37 ---- 0.90 0.15 ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d No. BARRAS mm a PESO T. TOTAL PARCIAL Kg / m Kg b c d e DIST. (m) 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE INGRESO ESC 1:25 5 20 Pos. 20 Pos. 19 Pos. 19 Pos. b a a b a a b a a b a a b a a b a a b a a b a a b a a b a a a b a a b a a a b a a b a c b a a a b a a a 23 8 896 0.393 806.4 316.92 ---- 0.90 0.15 24 8 896 0.393 806.4 316.92 ---- 0.90 0.15 a a a a 23 Pos. 24 Pos. 21 Pos. 22 Pos. 0.10 8.40 0.10 4.40 0.20 1.70 0.20 2.80 2.10 3.20 0.10 3.30 3.10 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0.90 0.90 0.90 0.90 0.15 0.15 0.15 0.15 0.20 0.988 0.988 0.988 0.988 0.988 0.988 0.988 H°A° losa de fondo 18.50 DESCRIPCION COMPUTOS METRICOS CANT. UNID. 1 REF. CODIGO PLANILLA DE MATERIALES Cemento Arena Grava Piedra bolón o manzana CANT. UNID. DESCRIPCION REF. CODIGO ET-CO-09-04 ET-CO-09-04 0 2 3 Excavación m3 7 4 8 H°A° muros Revoque y enlucido interior Zampeado de piedra m3 m3 ET-CO-04-01 ET-CO-09-04 ET-CO-10-02 ET-CO-19-02 254.59 18.38 3.30 0.71 76.50 108.80 1 2 3 4 5 6 7 8 9 10 Alambre de amarre Madera de construcción Clavos Tubería de PVC E40 8 " kg. ET-MP-01 16354.89 m3 m3 m3 kg. pie2 kg. ml 27.86 35.47 9.18 40.89 2657.66 49.06 ET-MP-02-01 ET-MP-02-02 ET-MP-02-03-02 ET-MP-06 ET-MP-02-02-01 Hormigón simple 5 6 ET-CO-09-05 3.45 235.32 m3 m3 m3 H°A° dispositivos de ingreso H°A° dispositivos de salida ET-CO-09-04 ET-CO-09-01 Ladrillo adobito pza ET-MP-07 Tubería de PVC E40 6 " ml ET-MP-02-02-01 Material drenante - piedra y pedregullo m2 m3 m3 1 2 2 3 4 8 8 8 4 3 2 2 2 2 1 2 2 3 3 2 2 1 8 FILTRO 2 FILTRO 1 Dispositivo de ingreso Dispositivo de ingreso Dispositivo de salida Dispositivo de salida f 1" f 1" f 6" f 6" f 6" f 6" f 6" CONDICIONES TECNICAS DE DISEÑO CARACTERISTICA VALOR Capacidad Portante del Suelo Sobrecarga de servicio Resistencia Hormigón H20 Resistencia Acero AH 400 Dosificación HºAº Recubrimiento 1 100 204 4200 2.50 1 : 2 : 4 Kg / cm2 Kg / cm2 Kg / cm2 Kg / cm2 cm (mínimo) CONDICIONES TECNICAS DE DISEÑO CARACTERISTICA VALOR Capacidad Portante del Suelo Sobrecarga de servicio Resistencia Hormigón H20 Resistencia Acero AH 400 Dosificación HºAº Recubrimiento 1 100 204 4200 2.50 1 : 2 : 4 Kg / cm2 Kg / cm2 Kg / cm2 Kg / cm2 cm (mínimo) DETALLE LOSA DE HºAº (FONDO FALSO) ESC 1:20 f f f f f VISTA PLANTA - NIVEL SUPERIOR ESC 1:50 Ver PL-SA-13-01 Cámara separadora de caudales ET-MP-09 FILTRO ANAEROBICO DE REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: FLUJO ASCENDENTE Q=5l/s PL-SA-20-02 1 DE 4 FILTRO ANAEROBICO DE REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: FLUJO ASCENDENTE Q=5l/s PL-SA-20-02 2 DE 4

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, DWG, filter, health, kläranlage, treatment plant