Elevated Tank 10m3 DWG Detail for AutoCAD

ELEVATED TANK 10m3 WITH PLANES OF SHOES; STRUCTURES; CUTS ;BEAM CUTS; DETAILS OF BEAM OF SUPPORT; DETAILS TIE BEAM ; WALLS DETAILS; SHOES;BEAMS; DETAIL TOP SLAB;DETAIL BOTTOM SLAB;DETAILS IN STRUCTURE PROFILES; PIPE INSTALLATIONS; COLUMN BOX ; SHOE BOX ; SPECIFICATIONS OF ARMED CONCRETE ELEMENTS

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

Drawing by: cad jr. Jose galvez fono puno, Province: huancane department: puno region: jose carlos mariategui, Taraco, draft, fist, Bolivia, plane of:, draft:, district Municipality, date, drawing, design, flat, J. Luis t, scale:, Typical column, Single concrete screed, Esc., Column detail, Shoe detail, Ntn m., Npt, Piping installation, Esc., Water arrives, valve, Inst. Wells, Overflow tube, Cleaning pipe fºg, Low water, distribution, water level, Npt, Water rises, F. G., Typical beam, Shoes, Esc., The rest, High tank structure, Esc., Sole, Npn, Npt, Npt, Fc, Free coatings, rest, Shoe box, Column table, kind, Beams, kind, Earthenware, concrete, Columns, Shoes, Specifications, floor, steel, Specif. Of reinforced concrete elements, Asd, Esc., Top crockery detail, Wall detail, Esc., Detail in profiled structures, Bottom crockery detail, Esc., metal lid, Bottom layer, your B., Wall detail, Esc., Npt detail, Asd, Detail in profiled structures, Esc., metal lid, top layer, Beams, Detail beam support, Esc., Esc., Detail beam mooring, Beam detail, Esc., Beam cut, See detail of beams, Esc., Asd, Level control max., Min. Level control

Raw text data extracted from CAD file:

A A A A DIBUJO POR: Intell-Luis® CAD Jr. Jose Galvez # 752-Juliaca fono 323029-354455 PUNO – P E R U PROVINCIA: HUANCANE DEPARTAMENTO: PUNO REGION: JOSE CARLOS MARIATEGUI TARACO PROYECTO X 01 PUNO BOLIVIA A & I As.® PLANO DE: PROYECTO: MUNICIPALIDAD DISTRITAL FECHA : DIBUJO : DISEÑO : PLANO N°: J. Luis T. J. Luis T. JUNIO-2000 ESCALA: .40 .40 .25 .25 0.25 .20 2.20 2.60 2.60 .50 .10 .15 .30 2.40 2.40 3.00 .25 .20 .15 1.20 .80 .80 .50 .50 .30 .30 .25 0.10 .25 1.80 1.20 0.50 1.00 2.30 0.30 0.30 .80 1.50 .80 1.50 .63 .25 .63 .80 .63 .25 .63 3.80 2.30 2.30 1.50 1.50 3.00 .80 1.50 1.80 As 4 ø 5/8″ .30 .30 COLUMNA TIPICA Solado de concreto simple ESC. 1/25 DETALLE DE COLUMNA .25 0.10 .25 DETALLE DE ZAPATA 1.80 NTN ± 0.00 m. NPT +6.45 INSTALACION DE TUBERIAS ESC. 1/25 LLEGA AGUA VALVULA ESQUEMA DE INST. DE POZO A TANQUE ELEVADO DE ACCESORIOS TUBO DE REBOSE d 2″ DUCTO DE LIMPIEZA Ø 2″ FºGº BAJA AGUA A DISTRIBUCION NIVEL DE AGUA NPT +9.00 SUBE AGUA d 1″ F. G. 1.20 0.50 1.00 VIGA TIPICA ø 1/4″, 2@ 0.05 2.30 AS (+) AS (-) 0.30 1 2 d 1/2” 2 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 ZAPATAS ESC. 1/25 1 ø 1/2” @ 0.25 B 1 A 1 B 5 5 5 2 A 2 As ø 1/4″ 2 @ 0.05, 2@ 0.10, 2 @ 0.15 , Resto 0.20 5 ESTRUCTURA DE TANQUE ELEVADO ESC. 1/25 Solado f´c = 100 kg/cm2 5 5 NPN +0.00 5 5 5 5 5 5 5 NPT +6.45 5 5 5 NPT +9.00 5 5 f’c = 210 kg/cm2 dt = 1.5 kg/cm2 RECUBRIMIENTOS LIBRES fy = 4200 kg/cm2 1 d 1/2″ @ 0.25 2 @ 0.15, Resto @ 0.20 ø 1/4″ 2 @ 0.05, 2 @ 0.10, CUADRO DE ZAPATAS CUADRO DE COLUMNAS A X B 0.30 X 0.30 C-1 TIPO 4ø5/8″ d VIGAS = 2.5 Cm TIPO Z1 LOZAS 1.50 x1.50 A X B = 2.5 Cm CONCRETO COLUMNAS ZAPATAS ESPECIFICACIONES SUELO ACERO = 7.5 Cm = 2.0 Cm 0.50 m. d H ESPECIF. DE ELEMENTOS DE CONCRETO ARMADO ASd 3/8″ @ 0.10 ASd 3/8″ @ 0.18 ASd 3/8″ @ 0.20 ESC. 1/25 DETALLE DE LOZA SUPERIOR DETALLE DE MUROS ESC. 1/25 ESC. 1/25 DETALLE EN PERFILA ESTRUCTURAS DETALLE DE LOZA INFERIOR ESC. 1/25 As d 3/8″ @ 0.20 TAPA METALICA As d 3/8″ @ 0.18 As d 3/8″ @ 0.22 As d 3/8″ @ 0.22 As d 3/8″ As d 12MM @ 0.20 As d 3/8″ @ 0.20 CAPA INFERIOR TUB. Ø 1” DETALLE DE MUROS ESC. 1/25 DETALLE A NPT +6.50 DETALLE A NPT +8.00 As d 3/8″ 5 ASd 3/8″ @ 0.18 ASd 3/8″ @ 0.20 As d 3/8″ @ 0.18 5 5 5 As d 3/8″ @ 0.30 As d 12MM @ 0.20 DETALLE EN PERFILA ESTRUCTURAS 5 ESC. 1/25 5 As d 12MM @ 0.20 As d 3/8″ @ 0.20 As d 3/8″ @ 0.20 As d 3/8″ @ 0.18 TAPA METALICA As d 3/8″ @ 0.18 As d 3/8″ @ 0.20 As d 3/8″ @ 0.20 As d 3/8″ @ 0.20 CAPA SUPERIOR VIGAS VIGAS 4 As d 1/2″ As d 1/2″ As d 1/2″ As d 1/2″ DETALLE “A” VIGA SOPORTE As d 1/2″ As d 1/2″ 4 As d 1/2″ As d 1/2″ ESC. 1/10 B A ESC. 1/10 DETALLE “B” VIGA AMARRE 4@ 0.10, R @ 0.25 .25 2 d 1/2” DETALLE DE VIGA ESC. 1/25 As d 3/8″ @ 0.30 .25 0.25 CORTE DE VIGA VER DETALLE DE VIGAS ESC. 1/10 5 5 1 ø 1/2” @ 0.25 1 ø 1/2” @ 0.25 1 ø 1/2” @ 0.25 5 5 ASd 3/8″ @ 0.30 ASd 3/8″ @ 0.20 ASd 3/8″ @ 0.30 ASd 3/8″ @ 0.20 As d 3/8″ @ 0.20 As d 3/8″ @ 0.30 CONTROL DE NIVEL MAX. CONTROL DE NIVEL MIN.