Imhoff Tank For 3000 Lt DWG Block for AutoCAD

Imhoff Tank For 3000 Lt DWG Block for AutoCAD

IMHOFF TANK FOR 3000 LT

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

level, Technical design conditions, characteristic, value, Bearing capacity of soil, Service overload, Concrete resistance, Steel resistance ah, Dosing hua, covering, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Bolivian republic, of the, code:, scale:, Plan n., reviewed:, date:, designer:, cartoonist:, Indicated, location:, Imhoff tank for, Hab. Structure of hua, Top floor plan view, Esc, cut, Esc, Floor plan, Esc, Bottom floor plan view, Esc, N.t., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, See detail pos., See detail pos., See detail stirrups, 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., Cut level slab background, Esc, Cut level slab background, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Foundation beams, Esc, Foundation beams, Esc, Foundation beams, Esc, section, Esc, section, Esc, section, Esc, section, Esc, Axle beam, Esc, View walls, Esc, Dist., Floor level, Esc, Cut walls, Esc, Cut walls, Esc, Upper beams, Esc, section, Esc, Diaphragm detail, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., View diaphragm detail, See detail upper beams, View diaphragm detail, Pos., Pos., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, Dist., Detail pos., Detail stirrups, See detail stirrups, See detail stirrups, See detail stirrups, See detail pos., See detail stirrups, Detail pos., Detail columns, Esc, Pos., Pos., level, deflector, View diaphragm detail, deflector, See column detail, Bottom slab, description, metric calculations, Cant, Unid., Ref., Central support beam central beam, code, Materials sheet, cement, sand, gravel, Stone apple, Cant, Unid., description, Ref., code, Excavations, Walls beams, Sedimentation chamber of hua, Plaster mortar, Poor stubble, Mooring wire, Timber, Nails in., Pvc pipe dn, Pvc bend dn, Tee pvc dn, Wrench Dn, Kg., Kg., Kg., Pza, Inspection chamber, Excavations, reinforced concrete, Ring seal ring, Brick wall adobito, Stone masonry, Alc. Condominial, Plaster, Concrete fenders in., Excavations, Concrete, reinforced concrete, Sludge extraction pipe, Pvc pipe in., Elbows pvc in., Pza, Tee pvc in., Curtain wrench type br. In., Pza, Central crossbeam, Upper sector diaphragms, Diaphragm detail, Esc, cut, Esc, diaphragm, entry, diaphragm, departure, tributary, effluent, Bed of dried, Sludge cleaning pipe, diaphragm, entry, Upper transverse beam, diaphragm, departure, Upper transverse beam, Stopcock, Sludge outlet, total of, column, From hua, Wall of hua, diaphragm, Support of, diaphragm, Support of, column, From hua, column, From hua, See plan, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua

Raw text data extracted from CAD file:

NIVEL \A1;0.10 \A1;0.10 \A1;1.55 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;1.55 \A1;0.40 \A1;0.40 \A1;0.50 \A1;3.70 \A1;3.70 \A1;3.70 \A1;11.10 \A1;12.10 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.91 \A1;0.38 \A1;1.56 \A1;0.20 \A1;1.56 \A1;0.38 \A1;1.56 \A1;0.20 \A1;1.56 \A1;0.38 \A1;0.91 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.74 \A1;0.80 \A1;2.90 \A1;0.80 \A1;2.90 \A1;0.80 \A1;0.75 \A1;11.90 \A1;12.10 \A1;0.30 \A1;0.10 \A1;0.45 \A1;0.15 \A1;1.05 \A1;0.20 \A1;1.05 \A1;0.15 \A1;0.45 \A1;0.10 \A1;0.30 \A1;0.85 \A1;2.30 \A1;0.85 \A1;2.60 \A1;3.70 \A1;4.30 \A1;0.81 \A1;0.38 \A1;0.51 \A1;0.80 \A1;0.40 \A1;0.10 \A1;1.60 \A1;0.40 \A1;1.55 \A1;0.40 \A1;0.55 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.70 \A1;0.40 \A1;2.50 \A1;5.00 \A1;5.20 \A1;0.50 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.20 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.20 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.50 \A1;1.15 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;1.15 \A1;10.90 \A1;11.90 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.15 \A1;1.10 \A1;3.70 \A1;3.70 \A1;1.10 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.40 \A1;11.10 \A1;0.40 \A1;12.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;1.40 \A1;0.40 \A1;1.61 \A1;0.35 \A1;0.54 \A1;0.20 \A1;0.60 \A1;4.40 \A1;5.20 \A1;0.30 \A1;0.10 \A1;0.55 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.55 \A1;0.30 \A1;0.10 \A1;3.70 \A1;4.30 \A1;0.55 \A1;0.40 \A1;1.55 \A1;0.40 \A1;1.40 \A1;0.40 \A1;0.95 \A1;2.25 \A1;0.70 \A1;0.70 \A1;5.00 \A1;5.20 \A1;0.50 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.50 \A1;1.65 \A1;1.20 \A1;1.65 \A1;4.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;1.58 \A1;0.35 \A1;1.58 \A1;0.50 \A1;3.50 \A1;4.30 \A1;4.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.20 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.20 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;3.30 \A1;0.60 \A1;3.10 \A1;0.60 \A1;3.30 \A1;0.50 \A1;10.90 \A1;11.70 \A1;11.90 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.35 \A1;1.70 \A1;0.15 \A1;0.50 \A1;3.30 \A1;0.60 \A1;3.10 \A1;0.60 \A1;3.30 \A1;0.50 \A1;11.90 \A1;0.50 \A1;3.50 \A1;0.50 \A1;4.50 \A1;0.50 \A1;1.55 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;0.40 \A1;1.55 \A1;0.50 \A1;0.50 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.50 \A1;0.50 \A1;1.15 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;1.15 \A1;0.50 \A1;0.50 \A1;1.15 \A1;1.20 \A1;1.15 \A1;0.50 \A1;0.40 \A1;0.55 \A1;0.20 \A1;0.40 \A1;0.55 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;3.30 \A1;0.60 \A1;3.10 \A1;0.60 \A1;3.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;3.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.58 \A1;0.35 \A1;1.57 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;10.90 \A1;0.50 \A1;0.50 \A1;3.50 \A1;0.50 \A1;0.50 \A1;3.50 \A1;0.50 \A1;4.50 \A1;4.50 \A1;11.90 \A1;0.30 \A1;0.55 \A1;0.15 \A1;2.60 \A1;0.15 \A1;0.55 \A1;0.30 \A1;4.30 \A1;0.30 \A1;3.60 \A1;0.20 \A1;3.50 \A1;0.20 \A1;3.60 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.10 \A1;0.30 \A1;0.30 \A1;3.70 \A1;0.30 \A1;11.70 \A1;4.30 \A1;0.30 \A1;0.55 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.55 \A1;0.30 \A1;4.30 \A1;0.20 \A1;0.55 \A1;0.40 \A1;1.55 \A1;0.40 \A1;1.70 \A1;0.40 \A1;5.00 \A1;5.20 \A1;0.50 \A1;1.15 \A1;1.20 \A1;1.15 \A1;0.50 \A1;4.50 \A1;0.30 \A1;0.60 \A1;0.15 \A1;2.88 \A1;0.15 \A1;3.55 \A1;0.15 \A1;2.88 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.55 \A1;0.40 \A1;1.55 \A1;0.40 \A1;0.70 \A1;1.20 \A1;0.20 \A1;5.00 \A1;5.20 \A1;11.70 \A1;0.50 \A1;1.15 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;1.15 \A1;0.50 \A1;11.90 \A1;1.33 \A1;1.56 \A1;1.09 \A1;1.79 \A1;0.30 \A1;0.55 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.55 \A1;0.30 \A1;3.70 \A1;4.30 \A1;0.30 \A1;0.60 \A1;0.15 \A1;2.88 \A1;0.15 \A1;3.55 \A1;0.15 \A1;2.88 \A1;0.15 \A1;0.60 \A1;0.30 \A1;11.10 \A1;11.70 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.20 \A1;0.15 \A1;0.83 \A1;0.64 \A1;0.83 \A1;0.15 \A1;2.30 \A1;1.28 \A1;1.33 \A1;1.79 \A1;c \A1;b \A1;c \A1;a \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.50 \A1;0.35 \A1;0.60 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.77 \A1;0.77 \A1;0.77 \A1;2.30 \A1;0.60 \A1;0.60 \A1;1.20 \A1;0.15 \A1;0.83 \A1;0.64 \A1;0.83 \A1;0.15 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.38 \A1;1.20 \A1;1.78 \A1;2.60 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) TANQUE IMHOFF PARA 3000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-03 5 DE 6 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: PLANO N. 6 DE 6 REVISADO: FECHA: PROYECTISTA: DIBUJANTE: INDICADA LOCALIDAD: TANQUE IMHOFF PARA 3000 HAB. ESTRUCTURA DE HºAº PL-SA-18-03 VISTA PLANTA - NIVEL SUPERIOR ESC 1:50 A A 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.45 5 1.05 0.20 1.05 5 0.45 5 5 0.85 2.30 0.85 2.60 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 CORTE A - A ESC 1:50 5 5 0.55 5 2.30 5 0.55 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 VISTA PLANTA - NIVEL LOSA DE FONDO ESC 1:50 VISTA PLANTA - NIVEL INFERIOR ESC 1:50 5 5 5 5 5 5 5 5 5 N.T. 10 272 2.07 2.07 0.62 629.3 390.17 ---- ---- ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d No. BARRAS mm a PESO T. TOTAL PARCIAL Kg / m Kg 10 336 0.15 1.66 0.62 637.4 395.19 1.51 ---- b c d e ---- ---- ---- ---- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 b a 10 160 0.15 1.20 0.62 230.4 142.85 1.05 ---- ---- ---- 10 6 0.10 4.45 0.62 26.7 16.55 2.18 0.43 1.64 0.10 10 6 0.10 4.47 0.62 26.8 16.62 2.15 0.48 1.64 0.10 10 3 0.10 3.91 0.62 11.7 7.25 1.64 0.43 ---- ---- 10 3 0.10 3.96 0.62 11.9 7.38 1.64 0.48 ---- ---- 10 9 0.10 5.00 0.62 45.0 27.90 2.18 0.43 ---- ---- 10 9 0.10 4.98 0.62 44.8 27.78 2.15 0.48 ---- ---- 12 6 0.08 11.96 0.89 71.8 63.90 11.80 ---- ---- ---- 16 4 11.75 11.75 1.58 47.0 74.26 ---- ---- ---- ---- 16 8 0.10 12.00 1.58 96.0 151.58 11.80 ---- ---- ---- 8 124 0.30 1.02 0.40 126.5 50.60 0.13 0.03 0.05 ---- 8 124 0.30 1.56 0.40 193.4 77.36 0.40 0.03 0.05 ---- 12 6 0.08 4.56 0.89 27.4 24.39 4.40 ---- ---- ---- 16 4 4.30 4.30 1.58 17.2 27.18 ---- 12 14 0.08 4.56 0.89 63.8 56.78 4.40 ---- ---- ---- 12 6 0.08 4.56 0.89 27.4 24.39 4.40 ---- ---- ---- 16 4 4.35 4.35 1.58 17.4 27.49 ---- ---- ---- ---- 16 8 0.13 4.66 1.58 37.3 58.93 4.40 ---- ---- ---- a Ver detalle Pos. 4 Ver detalle Pos. 5 Ver detalle Pos. 6 21 22 23 24 25 26 27 28 29 30 31 32 33 34 8 42 0.25 1.66 0.40 69.7 27.88 0.50 0.03 8 42 0.25 1.00 0.40 42.0 16.80 0.17 0.03 0.05 ---- 0.05 ---- 12 6 1.70 1.70 0.89 10.2 9.08 ---- ---- ---- ---- 12 6 0.08 1.10 0.89 6.6 5.87 1.02 ---- ---- ---- 10 2 0.10 11.86 0.62 23.7 14.69 11.66 ---- ---- ---- 12 1 9.95 9.95 0.89 10.0 8.90 ---- ---- ---- ---- 16 2 0.10 11.86 1.58 23.7 37.45 11.66 ---- ---- ---- 6 53 0.36 1.46 0.22 77.4 17.03 0.31 0.02 0.04 ---- 10 2 0.11 4.48 0.62 9.0 5.58 4.26 ---- ---- ---- 10 6 0.12 4.50 0.62 27.0 16.74 4.26 ---- ---- ---- 12 4 0.08 4.42 0.89 17.7 15.75 4.26 ---- ---- ---- 6 26 0.36 1.06 0.22 27.6 6.07 0.11 0.02 0.04 ---- 12 310 0.20 4.75 0.89 1472.5 1310.53 4.35 ---- ---- ---- 10 60 11.60 11.60 0.62 696.0 431.52 ---- ---- ---- ---- b a Ver detalle Pos. 7 Ver detalle Pos. 8 Ver detalle Pos. 9 Ver detalle Estribos Ver detalle Estribos Ver detalle Estribos a a ---- ---- ---- b a a a b a a A A B B C C D D 3 1 2 3 1 2 A A B B 1 Pos. 2 Pos. 4 Pos. 5 Pos. 9 Pos. 8 Pos. 6 Pos. 7 Pos. 2 Pos. 2 Pos. 5 Pos. 4 Pos. 2 Pos. 3 Pos. 5 5 5 5 5 5 5 5 5 5 5 5 A A B B C C D D 1 1 3 3 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 3 2 1 3 1 A B C D 11 Pos. 10 Pos. 12 Pos. 13 Pos. 14 Pos. 13 Pos. 14 Pos. 16 Pos. 17 Pos. 15 Pos. 18 Pos. 19 Pos. 20 Pos. 22 Pos. 21 Pos. 3 1 5 0.55 5 2.60 5 0.55 5 5 30 Pos. 5 5 5 5 5 5 5 5 A B C D 25 Pos. 23 Pos. 23 Pos. 24 Pos. 24 Pos. 26 Pos. 27 Pos. 28 Pos. 29 Pos. 31 Pos. 32 Pos. 5 5 5 5 5 5 5 5 3 3 1 1 2 2 A A B B C C D D 5 0.55 5 2.30 5 0.55 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 CORTE A - A - NIVEL LOSA DE FONDO ESC 1:50 CORTE B - B - NIVEL LOSA DE FONDO ESC 1:50 4 Pos. 6 Pos. 4 Pos. 5 Pos. 7 Pos. 5 Pos. 2 Pos. 8 Pos. 2 Pos. 9 Pos. 2 Pos. 2 Pos. 2 Pos. 2 Pos. Pos. Pos. 8 8 9 Pos. 9 Pos. 8 Pos. 9 Pos. 2 Pos. 2 Pos. VIGAS DE CIMENTACION 1 Y 3 ESC 1:50 VIGAS DE CIMENTACION A Y D ESC 1:50 VIGAS DE CIMENTACION B Y C ESC 1:50 SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 VIGA EJE 2 ESC 1:50 VISTA MUROS ESC 1:50 B B C C 5 0.55 5 2.30 5 0.55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A A DIST. (m) 0.15 VISTA PLANTA - NIVEL MUROS ESC 1:50 CORTE A - A - MUROS ESC 1:50 CORTE B - B - MUROS ESC 1:50 VIGAS SUPERIORES B Y C ESC 1:50 SECCION A - A ESC 1:25 5 5 5 5 5 0.83 5 0.83 5 2.30 5 DETALLE DIAFRAGMA ESC 1:25 33 Pos. 33 Pos. 33 Pos. 33 Pos. 33 Pos. 5 5 33 Pos. 34 Pos. 34 Pos. 36 Pos. 36 Pos. 38 Pos. 38 Pos. 39 Pos. 39 Pos. 40 Pos. 40 Pos. 33 Pos. 35 Pos. 37 Pos. 33 Pos. 35 Pos. 37 Pos. Ver detalle diafragma Ver detalle vigas superiores Ver detalle diafragma 41 Pos. 42 Pos. 0.15 0.15 0.15 0.15 0.15 0.15 0.15 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) Detalle Pos. 4 Detalle Pos. 5 Detalle Pos. 6 Detalle Pos. 7 Detalle Pos. 8 Detalle Pos. 9 \A1;d \A1;d Detalle Estribos c b c a b a a ---- ---- ---- 0.27 ---- ---- ---- b a a 0.27 Ver detalle Estribos b a a a b a a a b a b a a a b a a Ver detalle Estribos 35 36 37 38 39 40 41 42 b a a b a a b a a Ver detalle Estribos b a a a a a a Ver detalle Pos. 38 Ver detalle Pos. 39 a a ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0.20 0.25 0.25 ---- ---- 0.15 0.15 0.15 0.15 0.15 0.30 10 16 16 43 44 Ver detalle Estribos b a a ---- 60 4 4 148 8 148 8 8 8 8 60 32 60 8 12 34 0.15 4.20 4.20 0.62 252.0 156.24 ---- ---- ---- ---- 11.60 11.60 1.58 46.4 73.31 ---- ---- ---- ---- 4.20 4.20 1.58 16.8 26.54 ---- ---- ---- ---- 0.09 2.25 0.40 333.0 133.20 0.41 1.66 0.09 ---- 0.09 2.13 0.40 315.2 126.08 0.35 1.60 0.09 ---- 11.60 11.60 0.40 696.0 278.40 ---- ---- ---- ---- 1.58 1.58 0.40 50.6 20.24 ---- ---- ---- ---- 4.67 4.67 0.40 280.2 112.08 ---- ---- ---- ---- 0.14 2.54 0.89 20.3 18.07 2.26 ---- ---- ---- 0.30 1.04 0.22 35.4 7.79 0.15 0.02 0.05 ---- Detalle Pos. 38 Detalle Pos. 39 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE COLUMNAS B2 Y C2 ESC 1:10 43 Pos. 44 Pos. 0.35 0.20 Nivel -2.50 Nivel -4.11 a b c d e a b c d e a b c d e a b c d e a b c b a a b c b a a b c b a a b b a c a b b b b a a a c c d d d d c c Deflector Ver detalle diafragma Ver detalle diafragma Deflector +/- 0.00 - 0.40 - 2.10 - 4.11 - 4.04 - 5.00 +/- 0.00 - 0.40 - 2.10 - 4.04 - 5.00 - 4.11 - 4.04 - 5.00 - 4.11 - 4.04 - 4.04 - 5.00 - 4.04 A A A A - 4.04 A A - 4.04 - 4.11 A A - 2.10 A A +/- 0.00 - 0.40 +/- 0.00 - 0.40 - 2.10 - 4.11 - 4.04 - 5.00 - 2.10 - 5.00 +/- 0.00 - 0.40 - 4.04 +/- 0.00 - 0.40 Ver detalle columna - 5.00 - 4.04 - 5.00 - 5.00 0.21 0.22 0.22 6 H°A° losa de fondo 30.75 DESCRIPCION COMPUTOS METRICOS CANT. UNID. 1 REF. Columna de apoyo central y viga central CODIGO PLANILLA DE MATERIALES Cemento Arena Grava Piedra manzana CANT. UNID. DESCRIPCION REF. CODIGO ET-CO-09-04 ET-CO-09-04 0 2 3 Excavaciones m3 7 4 8 H°A° muros y vigas Cámara sedimentadora de HºAº Revoque c/ mortero de cemento Zampeado de piedra c/ Hº pobre m3 m3 m2 m2 ET-CO-04-01 ET-CO-09-04 ET-CO-12-02 ET-CO-19-02 269.10 12.74 2.58 6.99 288.54 67.92 1 2 3 4 5 6 7 8 9 10 11 Alambre de amarre Madera de construcción Clavos de 3 pulg. Tubería de PVC DN 4" Codo de 45º PVC DN 4" Tee PVC DN 4" Llave de paso Br. DN 6 " kg. ET-MP-01 20323.00 m3 m3 m3 kg. pie2 kg. ml pza pza pza 34.02 43.75 8.17 65.54 2457.89 54.62 32.87 6.00 3.00 3.00 ET-MP-02-01 ET-MP-02-02 ET-MP-02-03-02 ET-MP-06 ET-AP-01-01 ET-AP-01-01 ET-AP-01-01 ET-AP-04-03 CAMARA DE INSPECCION 0 Excavaciones m3 ET-CO-04-01 0.77 Hormigón Armado m3 ET-CO-09-04 0.02 Brocal o anillo de cierre m3 ET-CO-09-04 0.002 Pared ladrillo adobito m2 ET-CO-10-03 2.56 Mampostería de piedra m3 ET-CO-10-01 0.04 Tubería de alc. condominial ml ET-AL-02-01 1.20 Revoque - Enlucido interior m2 ET-CO-12-02 1.44 1 2 3 5 4 6 GUARDALLAVES C/TUBERIA DE CONCRETO 6 PULG. 0 Excavaciones m3 ET-CO-04-01 0.22 Hormigón Ciclopeo m3 ET-CO-09-05 0.05 m3 ET-CO-09-04 0.002 1 2 Hormigón Armado TUBERIA DE EXTRACCION DE LODOS 1 Tubería de PVC E40 6 pulg. ml ET-AL-02-01 32.87 Codos PVC E40 6 pulg. pza 6.00 3.00 2 3 Tee PVC E40 6 pulg. 3.00 4 Llave de paso tipo cortina Br. 6 pulg. pza pza ET-AL-02-01 ET-AL-02-01 Viga transversal de apoyo central 5 6 Diafragmas sector superior 0.89 0.67 m3 m3 m3 m3 0.77 0.77 0.77 2.30 5 5 5 5 0.83 5 0.83 5 5 5 5 5 5 5 DETALLE DIAFRAGMA ESC 1:25 CORTE B - B ESC 1:50 1 1 1 1 6 4 4 1 -Ac 6 1 -Ac Diafragma Entrada Diafragma Salida Afluente Efluente A lecho de secados 3 1 -Ac 1 -Ac 1 -Ac 2 2 2 1 1 6 5 5 1 1 3 1 3 1 3 6 4 2 1 1 3 1 1 2 -Ac 1 -Ac 1 -Ac 2 -Ac 3 -Ac 4 -Ac 2 2 1 1 1 3 3 3 1 -Ac 1 -Ac 1 -Ac 4544.39 0.22 140.4 30.88 0.40 2106.6 842.64 0.62 2671.7 1656.45 0.89 1727.7 1537.65 1.58 301.8 476.84 2.60 Tubería de limpieza de lodos Diafragma Entrada Viga transversal superior Diafragma Salida Viga transversal superior Llave de paso 1 -Ac Salida de lodos Salida de lodos Salida de lodos f 8" f 8" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" Total de 6 Total de 8 Total de 10 Total de 12 Total de 16 f f f f f Columna de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº diafragma Apoyo de diafragma Apoyo de Columna de HºAº Columna de HºAº Ver plano PL-SA-08-08 Ver plano PL-SA-08-01 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-AP-04-03 TANQUE IMHOFF PARA 3000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-03 3 DE 6 TANQUE IMHOFF PARA 3000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-03 4 DE 6

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

level, Technical design conditions, characteristic, value, Bearing capacity of soil, Service overload, Concrete resistance, Steel resistance ah, Dosing hua, covering, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Bolivian republic, of the, code:, scale:, Plan n., reviewed:, date:, designer:, cartoonist:, Indicated, location:, Imhoff tank for, Hab. Structure of hua, Top floor plan view, Esc, cut, Esc, Floor level, Esc, Bottom floor plan view, Esc, N.t., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, See detail pos., See detail pos., See detail stirrups, 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., Cut level slab background, Esc, Cut level slab background, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Foundation beams, Esc, Foundation beams, Esc, Foundation beams, Esc, section, Esc, section, Esc, section, Esc, section, Esc, Axle beam, Esc, View walls, Esc, Dist., Floor level, Esc, Cut walls, Esc, Cut walls, Esc, Upper beams, Esc, section, Esc, Diaphragm detail, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., View diaphragm detail, See detail upper beams, View diaphragm detail, Pos., Pos., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, Dist., Detail pos., Detail stirrups, See detail stirrups, See detail stirrups, See detail stirrups, See detail pos., See detail stirrups, Detail pos., Detail columns, Esc, Pos., Pos., level, deflector, View diaphragm detail, deflector, See column detail, Bottom slab, description, metric calculations, Cant, Unid., Ref., Central support beam central beam, code, Materials sheet, cement, sand, gravel, Stone apple, Cant, Unid., description, Ref., code, Excavations, Walls beams, Sedimentation chamber of hua, Plaster mortar, Poor stubble, Mooring wire, Building timber, Nails in., Pvc pipe dn, Pvc bend dn, Tee pvc dn, Wrench Dn, Kg., Kg., Kg., Pza, Inspection chamber, Excavations, reinforced concrete, Closing ring clasp, Brick wall adobito, Stone masonry, Alc. Condominial, Plaster, Concrete fenders in., Excavations, Concrete, reinforced concrete, Sludge extraction pipe, Pvc pipe in., Elbows pvc in., Pza, Tee pvc in., Curtain wrench type br. In., Pza, Central crossbeam, Upper sector diaphragms, Diaphragm detail, Esc, cut, Esc, diaphragm, entry, diaphragm, departure, tributary, effluent, Bed of dried, Sludge cleaning pipe, diaphragm, entry, Upper transverse beam, diaphragm, departure, Upper transverse beam, Stopcock, Sludge outlet, total of, column, From hua, Wall of hua, diaphragm, Support of, diaphragm, Support of, column, From hua, column, From hua, See plan, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua

Raw text data extracted from CAD file:

NIVEL \A1;0.10 \A1;0.10 \A1;1.55 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;1.55 \A1;0.40 \A1;0.40 \A1;0.50 \A1;3.70 \A1;3.70 \A1;3.70 \A1;11.10 \A1;12.10 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.91 \A1;0.38 \A1;1.56 \A1;0.20 \A1;1.56 \A1;0.38 \A1;1.56 \A1;0.20 \A1;1.56 \A1;0.38 \A1;0.91 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.74 \A1;0.80 \A1;2.90 \A1;0.80 \A1;2.90 \A1;0.80 \A1;0.75 \A1;11.90 \A1;12.10 \A1;0.30 \A1;0.10 \A1;0.45 \A1;0.15 \A1;1.05 \A1;0.20 \A1;1.05 \A1;0.15 \A1;0.45 \A1;0.10 \A1;0.30 \A1;0.85 \A1;2.30 \A1;0.85 \A1;2.60 \A1;3.70 \A1;4.30 \A1;0.81 \A1;0.38 \A1;0.51 \A1;0.80 \A1;0.40 \A1;0.10 \A1;1.60 \A1;0.40 \A1;1.55 \A1;0.40 \A1;0.55 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.70 \A1;0.40 \A1;2.50 \A1;5.00 \A1;5.20 \A1;0.50 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.20 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.20 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.50 \A1;1.15 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;1.15 \A1;10.90 \A1;11.90 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.15 \A1;1.10 \A1;3.70 \A1;3.70 \A1;1.10 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.40 \A1;11.10 \A1;0.40 \A1;12.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;1.40 \A1;0.40 \A1;1.61 \A1;0.35 \A1;0.54 \A1;0.20 \A1;0.60 \A1;4.40 \A1;5.20 \A1;0.30 \A1;0.10 \A1;0.55 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.55 \A1;0.30 \A1;0.10 \A1;3.70 \A1;4.30 \A1;0.55 \A1;0.40 \A1;1.55 \A1;0.40 \A1;1.40 \A1;0.40 \A1;0.95 \A1;2.25 \A1;0.70 \A1;0.70 \A1;5.00 \A1;5.20 \A1;0.50 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.50 \A1;1.65 \A1;1.20 \A1;1.65 \A1;4.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;1.58 \A1;0.35 \A1;1.58 \A1;0.50 \A1;3.50 \A1;4.30 \A1;4.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.20 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.20 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;3.30 \A1;0.60 \A1;3.10 \A1;0.60 \A1;3.30 \A1;0.50 \A1;10.90 \A1;11.70 \A1;11.90 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.35 \A1;1.70 \A1;0.15 \A1;0.50 \A1;3.30 \A1;0.60 \A1;3.10 \A1;0.60 \A1;3.30 \A1;0.50 \A1;11.90 \A1;0.50 \A1;3.50 \A1;0.50 \A1;4.50 \A1;0.50 \A1;1.55 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;0.40 \A1;1.35 \A1;0.60 \A1;1.35 \A1;0.40 \A1;1.55 \A1;0.50 \A1;0.50 \A1;1.55 \A1;0.40 \A1;1.55 \A1;0.50 \A1;0.50 \A1;1.15 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;1.15 \A1;0.50 \A1;0.50 \A1;1.15 \A1;1.20 \A1;1.15 \A1;0.50 \A1;0.40 \A1;0.55 \A1;0.20 \A1;0.40 \A1;0.55 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;3.30 \A1;0.60 \A1;3.10 \A1;0.60 \A1;3.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;3.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.58 \A1;0.35 \A1;1.57 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;10.90 \A1;0.50 \A1;0.50 \A1;3.50 \A1;0.50 \A1;0.50 \A1;3.50 \A1;0.50 \A1;4.50 \A1;4.50 \A1;11.90 \A1;0.30 \A1;0.55 \A1;0.15 \A1;2.60 \A1;0.15 \A1;0.55 \A1;0.30 \A1;4.30 \A1;0.30 \A1;3.60 \A1;0.20 \A1;3.50 \A1;0.20 \A1;3.60 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.10 \A1;0.30 \A1;0.30 \A1;3.70 \A1;0.30 \A1;11.70 \A1;4.30 \A1;0.30 \A1;0.55 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.55 \A1;0.30 \A1;4.30 \A1;0.20 \A1;0.55 \A1;0.40 \A1;1.55 \A1;0.40 \A1;1.70 \A1;0.40 \A1;5.00 \A1;5.20 \A1;0.50 \A1;1.15 \A1;1.20 \A1;1.15 \A1;0.50 \A1;4.50 \A1;0.30 \A1;0.60 \A1;0.15 \A1;2.88 \A1;0.15 \A1;3.55 \A1;0.15 \A1;2.88 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.55 \A1;0.40 \A1;1.55 \A1;0.40 \A1;0.70 \A1;1.20 \A1;0.20 \A1;5.00 \A1;5.20 \A1;11.70 \A1;0.50 \A1;1.15 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;0.95 \A1;0.60 \A1;0.95 \A1;1.20 \A1;1.15 \A1;0.50 \A1;11.90 \A1;1.33 \A1;1.56 \A1;1.09 \A1;1.79 \A1;0.30 \A1;0.55 \A1;0.15 \A1;2.30 \A1;0.15 \A1;0.55 \A1;0.30 \A1;3.70 \A1;4.30 \A1;0.30 \A1;0.60 \A1;0.15 \A1;2.88 \A1;0.15 \A1;3.55 \A1;0.15 \A1;2.88 \A1;0.15 \A1;0.60 \A1;0.30 \A1;11.10 \A1;11.70 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.20 \A1;0.15 \A1;0.83 \A1;0.64 \A1;0.83 \A1;0.15 \A1;2.30 \A1;1.28 \A1;1.33 \A1;1.79 \A1;c \A1;b \A1;c \A1;a \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.50 \A1;0.35 \A1;0.60 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.77 \A1;0.77 \A1;0.77 \A1;2.30 \A1;0.60 \A1;0.60 \A1;1.20 \A1;0.15 \A1;0.83 \A1;0.64 \A1;0.83 \A1;0.15 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.38 \A1;1.20 \A1;1.78 \A1;2.60 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) TANQUE IMHOFF PARA 3000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-03 5 DE 6 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: PLANO N. 6 DE 6 REVISADO: FECHA: PROYECTISTA: DIBUJANTE: INDICADA LOCALIDAD: TANQUE IMHOFF PARA 3000 HAB. ESTRUCTURA DE HºAº PL-SA-18-03 VISTA PLANTA - NIVEL SUPERIOR ESC 1:50 A A 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.45 5 1.05 0.20 1.05 5 0.45 5 5 0.85 2.30 0.85 2.60 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 CORTE A - A ESC 1:50 5 5 0.55 5 2.30 5 0.55 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 VISTA PLANTA - NIVEL LOSA DE FONDO ESC 1:50 VISTA PLANTA - NIVEL INFERIOR ESC 1:50 5 5 5 5 5 5 5 5 5 N.T. 10 272 2.07 2.07 0.62 629.3 390.17 ---- ---- ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d No. BARRAS mm a PESO T. TOTAL PARCIAL Kg / m Kg 10 336 0.15 1.66 0.62 637.4 395.19 1.51 ---- b c d e ---- ---- ---- ---- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 b a 10 160 0.15 1.20 0.62 230.4 142.85 1.05 ---- ---- ---- 10 6 0.10 4.45 0.62 26.7 16.55 2.18 0.43 1.64 0.10 10 6 0.10 4.47 0.62 26.8 16.62 2.15 0.48 1.64 0.10 10 3 0.10 3.91 0.62 11.7 7.25 1.64 0.43 ---- ---- 10 3 0.10 3.96 0.62 11.9 7.38 1.64 0.48 ---- ---- 10 9 0.10 5.00 0.62 45.0 27.90 2.18 0.43 ---- ---- 10 9 0.10 4.98 0.62 44.8 27.78 2.15 0.48 ---- ---- 12 6 0.08 11.96 0.89 71.8 63.90 11.80 ---- ---- ---- 16 4 11.75 11.75 1.58 47.0 74.26 ---- ---- ---- ---- 16 8 0.10 12.00 1.58 96.0 151.58 11.80 ---- ---- ---- 8 124 0.30 1.02 0.40 126.5 50.60 0.13 0.03 0.05 ---- 8 124 0.30 1.56 0.40 193.4 77.36 0.40 0.03 0.05 ---- 12 6 0.08 4.56 0.89 27.4 24.39 4.40 ---- ---- ---- 16 4 4.30 4.30 1.58 17.2 27.18 ---- 12 14 0.08 4.56 0.89 63.8 56.78 4.40 ---- ---- ---- 12 6 0.08 4.56 0.89 27.4 24.39 4.40 ---- ---- ---- 16 4 4.35 4.35 1.58 17.4 27.49 ---- ---- ---- ---- 16 8 0.13 4.66 1.58 37.3 58.93 4.40 ---- ---- ---- a Ver detalle Pos. 4 Ver detalle Pos. 5 Ver detalle Pos. 6 21 22 23 24 25 26 27 28 29 30 31 32 33 34 8 42 0.25 1.66 0.40 69.7 27.88 0.50 0.03 8 42 0.25 1.00 0.40 42.0 16.80 0.17 0.03 0.05 ---- 0.05 ---- 12 6 1.70 1.70 0.89 10.2 9.08 ---- ---- ---- ---- 12 6 0.08 1.10 0.89 6.6 5.87 1.02 ---- ---- ---- 10 2 0.10 11.86 0.62 23.7 14.69 11.66 ---- ---- ---- 12 1 9.95 9.95 0.89 10.0 8.90 ---- ---- ---- ---- 16 2 0.10 11.86 1.58 23.7 37.45 11.66 ---- ---- ---- 6 53 0.36 1.46 0.22 77.4 17.03 0.31 0.02 0.04 ---- 10 2 0.11 4.48 0.62 9.0 5.58 4.26 ---- ---- ---- 10 6 0.12 4.50 0.62 27.0 16.74 4.26 ---- ---- ---- 12 4 0.08 4.42 0.89 17.7 15.75 4.26 ---- ---- ---- 6 26 0.36 1.06 0.22 27.6 6.07 0.11 0.02 0.04 ---- 12 310 0.20 4.75 0.89 1472.5 1310.53 4.35 ---- ---- ---- 10 60 11.60 11.60 0.62 696.0 431.52 ---- ---- ---- ---- b a Ver detalle Pos. 7 Ver detalle Pos. 8 Ver detalle Pos. 9 Ver detalle Estribos Ver detalle Estribos Ver detalle Estribos a a ---- ---- ---- b a a a b a a A A B B C C D D 3 1 2 3 1 2 A A B B 1 Pos. 2 Pos. 4 Pos. 5 Pos. 9 Pos. 8 Pos. 6 Pos. 7 Pos. 2 Pos. 2 Pos. 5 Pos. 4 Pos. 2 Pos. 3 Pos. 5 5 5 5 5 5 5 5 5 5 5 5 A A B B C C D D 1 1 3 3 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 3 2 1 3 1 A B C D 11 Pos. 10 Pos. 12 Pos. 13 Pos. 14 Pos. 13 Pos. 14 Pos. 16 Pos. 17 Pos. 15 Pos. 18 Pos. 19 Pos. 20 Pos. 22 Pos. 21 Pos. 3 1 5 0.55 5 2.60 5 0.55 5 5 30 Pos. 5 5 5 5 5 5 5 5 A B C D 25 Pos. 23 Pos. 23 Pos. 24 Pos. 24 Pos. 26 Pos. 27 Pos. 28 Pos. 29 Pos. 31 Pos. 32 Pos. 5 5 5 5 5 5 5 5 3 3 1 1 2 2 A A B B C C D D 5 0.55 5 2.30 5 0.55 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 CORTE A - A - NIVEL LOSA DE FONDO ESC 1:50 CORTE B - B - NIVEL LOSA DE FONDO ESC 1:50 4 Pos. 6 Pos. 4 Pos. 5 Pos. 7 Pos. 5 Pos. 2 Pos. 8 Pos. 2 Pos. 9 Pos. 2 Pos. 2 Pos. 2 Pos. 2 Pos. Pos. Pos. 8 8 9 Pos. 9 Pos. 8 Pos. 9 Pos. 2 Pos. 2 Pos. VIGAS DE CIMENTACION 1 Y 3 ESC 1:50 VIGAS DE CIMENTACION A Y D ESC 1:50 VIGAS DE CIMENTACION B Y C ESC 1:50 SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 VIGA EJE 2 ESC 1:50 VISTA MUROS ESC 1:50 B B C C 5 0.55 5 2.30 5 0.55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A A DIST. (m) 0.15 VISTA PLANTA - NIVEL MUROS ESC 1:50 CORTE A - A - MUROS ESC 1:50 CORTE B - B - MUROS ESC 1:50 VIGAS SUPERIORES B Y C ESC 1:50 SECCION A - A ESC 1:25 5 5 5 5 5 0.83 5 0.83 5 2.30 5 DETALLE DIAFRAGMA ESC 1:25 33 Pos. 33 Pos. 33 Pos. 33 Pos. 33 Pos. 5 5 33 Pos. 34 Pos. 34 Pos. 36 Pos. 36 Pos. 38 Pos. 38 Pos. 39 Pos. 39 Pos. 40 Pos. 40 Pos. 33 Pos. 35 Pos. 37 Pos. 33 Pos. 35 Pos. 37 Pos. Ver detalle diafragma Ver detalle vigas superiores Ver detalle diafragma 41 Pos. 42 Pos. 0.15 0.15 0.15 0.15 0.15 0.15 0.15 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) Detalle Pos. 4 Detalle Pos. 5 Detalle Pos. 6 Detalle Pos. 7 Detalle Pos. 8 Detalle Pos. 9 \A1;d \A1;d Detalle Estribos c b c a b a a ---- ---- ---- 0.27 ---- ---- ---- b a a 0.27 Ver detalle Estribos b a a a b a a a b a b a a a b a a Ver detalle Estribos 35 36 37 38 39 40 41 42 b a a b a a b a a Ver detalle Estribos b a a a a a a Ver detalle Pos. 38 Ver detalle Pos. 39 a a ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0.20 0.25 0.25 ---- ---- 0.15 0.15 0.15 0.15 0.15 0.30 10 16 16 43 44 Ver detalle Estribos b a a ---- 60 4 4 148 8 148 8 8 8 8 60 32 60 8 12 34 0.15 4.20 4.20 0.62 252.0 156.24 ---- ---- ---- ---- 11.60 11.60 1.58 46.4 73.31 ---- ---- ---- ---- 4.20 4.20 1.58 16.8 26.54 ---- ---- ---- ---- 0.09 2.25 0.40 333.0 133.20 0.41 1.66 0.09 ---- 0.09 2.13 0.40 315.2 126.08 0.35 1.60 0.09 ---- 11.60 11.60 0.40 696.0 278.40 ---- ---- ---- ---- 1.58 1.58 0.40 50.6 20.24 ---- ---- ---- ---- 4.67 4.67 0.40 280.2 112.08 ---- ---- ---- ---- 0.14 2.54 0.89 20.3 18.07 2.26 ---- ---- ---- 0.30 1.04 0.22 35.4 7.79 0.15 0.02 0.05 ---- Detalle Pos. 38 Detalle Pos. 39 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE COLUMNAS B2 Y C2 ESC 1:10 43 Pos. 44 Pos. 0.35 0.20 Nivel -2.50 Nivel -4.11 a b c d e a b c d e a b c d e a b c d e a b c b a a b c b a a b c b a a b b a c a b b b b a a a c c d d d d c c Deflector Ver detalle diafragma Ver detalle diafragma Deflector +/- 0.00 - 0.40 - 2.10 - 4.11 - 4.04 - 5.00 +/- 0.00 - 0.40 - 2.10 - 4.04 - 5.00 - 4.11 - 4.04 - 5.00 - 4.11 - 4.04 - 4.04 - 5.00 - 4.04 A A A A - 4.04 A A - 4.04 - 4.11 A A - 2.10 A A +/- 0.00 - 0.40 +/- 0.00 - 0.40 - 2.10 - 4.11 - 4.04 - 5.00 - 2.10 - 5.00 +/- 0.00 - 0.40 - 4.04 +/- 0.00 - 0.40 Ver detalle columna - 5.00 - 4.04 - 5.00 - 5.00 0.21 0.22 0.22 6 H°A° losa de fondo 30.75 DESCRIPCION COMPUTOS METRICOS CANT. UNID. 1 REF. Columna de apoyo central y viga central CODIGO PLANILLA DE MATERIALES Cemento Arena Grava Piedra manzana CANT. UNID. DESCRIPCION REF. CODIGO ET-CO-09-04 ET-CO-09-04 0 2 3 Excavaciones m3 7 4 8 H°A° muros y vigas Cámara sedimentadora de HºAº Revoque c/ mortero de cemento Zampeado de piedra c/ Hº pobre m3 m3 m2 m2 ET-CO-04-01 ET-CO-09-04 ET-CO-12-02 ET-CO-19-02 269.10 12.74 2.58 6.99 288.54 67.92 1 2 3 4 5 6 7 8 9 10 11 Alambre de amarre Madera de construcción Clavos de 3 pulg. Tubería de PVC DN 4" Codo de 45º PVC DN 4" Tee PVC DN 4" Llave de paso Br. DN 6 " kg. ET-MP-01 20323.00 m3 m3 m3 kg. pie2 kg. ml pza pza pza 34.02 43.75 8.17 65.54 2457.89 54.62 32.87 6.00 3.00 3.00 ET-MP-02-01 ET-MP-02-02 ET-MP-02-03-02 ET-MP-06 ET-AP-01-01 ET-AP-01-01 ET-AP-01-01 ET-AP-04-03 CAMARA DE INSPECCION 0 Excavaciones m3 ET-CO-04-01 0.77 Hormigón Armado m3 ET-CO-09-04 0.02 Brocal o anillo de cierre m3 ET-CO-09-04 0.002 Pared ladrillo adobito m2 ET-CO-10-03 2.56 Mampostería de piedra m3 ET-CO-10-01 0.04 Tubería de alc. condominial ml ET-AL-02-01 1.20 Revoque - Enlucido interior m2 ET-CO-12-02 1.44 1 2 3 5 4 6 GUARDALLAVES C/TUBERIA DE CONCRETO 6 PULG. 0 Excavaciones m3 ET-CO-04-01 0.22 Hormigón Ciclopeo m3 ET-CO-09-05 0.05 m3 ET-CO-09-04 0.002 1 2 Hormigón Armado TUBERIA DE EXTRACCION DE LODOS 1 Tubería de PVC E40 6 pulg. ml ET-AL-02-01 32.87 Codos PVC E40 6 pulg. pza 6.00 3.00 2 3 Tee PVC E40 6 pulg. 3.00 4 Llave de paso tipo cortina Br. 6 pulg. pza pza ET-AL-02-01 ET-AL-02-01 Viga transversal de apoyo central 5 6 Diafragmas sector superior 0.89 0.67 m3 m3 m3 m3 0.77 0.77 0.77 2.30 5 5 5 5 0.83 5 0.83 5 5 5 5 5 5 5 DETALLE DIAFRAGMA ESC 1:25 CORTE B - B ESC 1:50 1 1 1 1 6 4 4 1 -Ac 6 1 -Ac Diafragma Entrada Diafragma Salida Afluente Efluente A lecho de secados 3 1 -Ac 1 -Ac 1 -Ac 2 2 2 1 1 6 5 5 1 1 3 1 3 1 3 6 4 2 1 1 3 1 1 2 -Ac 1 -Ac 1 -Ac 2 -Ac 3 -Ac 4 -Ac 2 2 1 1 1 3 3 3 1 -Ac 1 -Ac 1 -Ac 4544.39 0.22 140.4 30.88 0.40 2106.6 842.64 0.62 2671.7 1656.45 0.89 1727.7 1537.65 1.58 301.8 476.84 2.60 Tubería de limpieza de lodos Diafragma Entrada Viga transversal superior Diafragma Salida Viga transversal superior Llave de paso 1 -Ac Salida de lodos Salida de lodos Salida de lodos f 8" f 8" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" f 6" Total de 6 Total de 8 Total de 10 Total de 12 Total de 16 f f f f f Columna de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº diafragma Apoyo de diafragma Apoyo de Columna de HºAº Columna de HºAº Ver plano PL-SA-08-08 Ver plano PL-SA-08-01 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-AP-04-03 TANQUE IMHOFF PARA 3000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-03 3 DE 6 TANQUE IMHOFF PARA 3000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-03 4 DE 6

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, imhoff, kläranlage, lt, tank, treatment plant