Elevated Tank DWG Detail for AutoCAD

Elevated Tank DWG Detail for AutoCAD

Plant; Cortes, elevations, structures, details

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

e.g., rest, n.t.n., overload, steel, beams, concrete cement p.m., columns, shoes, concrete, cm. beams columns, concrete cement, Technical specifications, r. floor, fy, fc, overciment, fc, sole, covering, foundation, shoes, max., inch up, construction of health post, foundation details, flat:, Location:, Department:, district, province, approved:, design:, fist, national social compensation fund, inch up, huancane, draft:, ing. hernan martinez r., flat, scale:, indicated, date:, June, large stone, column, section, stirrups, bxt, kind, n.t.n., shoes: cm., c: h. p.m., c: h. e.g., fy, m., columns: cm., fc, techniques, reinforcing steel:, length of joints:, cm., coatings:, overeating, foundations, concrete cycle, reinforced concrete, mortar cement sand, beam, cement, beam, cement, beam, rest, Cementing beam, section, stirrups, bxt, kind, rest, rest, filling, esc., typical of foundations, shoe, scale, shoe, scale, scale, scale, scale, rest, n.t.n., rest, scale, shoe, elevated tank, typical of foundations, esc., slab, mooring beam, scale, of slab, slab, mooring beam, of rotoplast lt., scale, shoe, mooring beam, scale, scale, scale, of slab, rest, typical of foundations, mooring beam, slab, esc., scale, of rotoplast lt., elevated tank, mooring beam, scale, n.t.n., rest, scale, rest, n.t.n., rest, scale, shoe, elevated tank, typical of foundations, esc., slab, mooring beam, scale, of slab, slab, mooring beam, of rotoplast lt., scale, shoe, mooring beam, scale, scale, scale, of slab, rest, typical of foundations, mooring beam, slab, esc., scale, of rotoplast lt., elevated tank, mooring beam, scale, n.t.n., rest, shoe, mooring beam, scale, scale, scale, of slab, rest, typical of foundations, mooring beam, slab, esc., scale, elevated tank, mooring beam, scale, n.t.n., rest, iron ladders galvanized, shoe, scale, shoe, mooring beam, scale, scale, scale, bottom slab, rest, typical of foundations, mooring beam, slab, esc., scale, elevated tank, mooring beam, scale, n.t.n., rest, iron ladders galvanized, in profile of the structure, scale, elevated tank, mooring beam, galvanized pipe ladder, vertical tube, horizontal tube, metal lid, of slab, scale, of slab, scale, scale, hinge, metal iron, of upper slab, scale, slab, elevated tank, min, depth required for a water column of, overflow tube, check valve, layette, hand pump, n.p.t., well water arrives, water rises from, low water, water level, npt, valve, cleaning pipe fºg, npt, level of, well water, your B., n.p.n., distribution, well f. g., museum site, flat:, theme, museum site, second, unity, students:, Location:, fist, zone:, cutimbo, scale:, date:, white beads juan carlos salasar mamani humberto flores chuchullo aldo, secondary beam, rest both ends, section, sections, esc., level control, plastered wall with plaster, pvc sap pipe, for rain water, elbow pvc sap, bruja cm, upper tank tank top, scale, scale, later, mooring beam, scale, side, is

Raw text data extracted from CAD file:

\A1;1.75 -115.682712359888 As d 3/8" As d 3/8" As d 3/8" @ 0.18 As d 3/8" @ 0.18 3,75 3,60 3,75 3,60 4,00 3,75 4,25 \A1;1.40 \A1;1.10 \A1;1.55 \A1;0.85 \A1;0.25 \A1;1.40 \A1;0.25 \A1;0.10 \A1;0.22 \A1;0.25 \A1;0.85 \A1;0.60 \A1;0.10 \A1;1.20 \A1;0.25 \A1;0.25 \A1;1.50 \A1;1.10 \A1;0.10 \A1;0.45 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.10 \A1;0.60 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.10 \A1;1.05 \A1;0.45 \A1;0.60 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.85 \A1;0.60 \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.80 \A1;0.80 \A1;3.75 \A1;0.25 \A1;0.20 \A1;0.60 \A1;1.00 \A1;2.20 \A1;1.30 \A1;0.60 \A1;0.80 \A1;0.25 \A1;0.85 \A1;0.80 \A1;3.75 \A1;0.25 \A1;0.20 \A1;0.25 \A1;2.20 \A1;1.30 \A1;0.25 \A1;0.25 \A1;0.80 \A1;0.60 \A1;0.25 \A1;1.00 \A1;0.80 \A1;3.75 \A1;0.25 \A1;0.20 \A1;2.20 \A1;1.30 \A1;0.60 \A1;0.80 \A1;0.25 \A1;0.85 \A1;0.80 \A1;0.60 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.85 \A1;3.75 \A1;0.60 \A1;0.80 \A1;0.80 \A1;2.20 \A1;1.30 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.80 \A1;0.80 \A1;2.20 \A1;1.35 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.85 \A1;4.75 \A1;0.60 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.60 \A1;1.90 \A1;1.05 \A1;0.85 \A1;0.60 \A1;0.80 \A1;0.80 \A1;1.75 \A1;0.25 \A1;0.25 \A1;1.80 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.25 \A1;1.75 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;1.25 \A1;0.25 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.80 \A1;0.15 \A1;0.66 \A1;0.79 \A1;0.15 \A1;1.75 \A1;1.75 \A1;1.75 \A1;0.70 \A1;0.70 \A1;0.07 \A1;0.56 \A1;0.07 \A1;0.07 \A1;0.56 \A1;0.07 \A1;1.75 \A1;2.25 \A1;0.25 \A1;2.25 \A1;0.25 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.60 \A1;0.85 \A1;5.00 \A1;1.80 \A1;0.80 \A1;0.68 \A1;0.80 \A1;0.80 \A1;0.68 \A1;0.80 \A1;1.50 \A1;0.15 \A1;0.70 \A1;0.75 \A1;0.15 \A1;0.39 \A1;1.36 \A1;0.15 \A1;0.75 \A1;0.70 \A1;0.15 \A1;1.75 \A1;1.75 \A1;0.15 \A1;1.45 \A1;0.15 5 5 A 5 A A A A A A A A A 5 5 A 5 4 3 B A A 2 B B A A A A A A A B B B B B B A A A A 4 4 A A A A A A B A B B A B B A A A A A A A A B B A A B B B B B B B B A A A A A A A 1 5 A A B A 5 A A C 5 5 5 5 1:10 +13 % P.G. 7Ø1/2" 7Ø1/2" 5 5 9Ø1/2" 5 5 A A A A A A A Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 N.T.N. +0.00 4 Ø 1/2" 14 Ø 1/2" A A D 18 Ø 1/2" 5 5 5 5 5 5 5 5 : SOBRECARGA : ACERO : VIGAS : Cemento hormigón 1:8 +25% P.M. : COLUMNAS : ZAPATAS : Piedra de 4" cemento hormigón 1:12 : 3.5 cm. vigas columnas : Cemento hormigón 1:10 +30% P.G. ESPECIFICACIONES TECNICAS : R. SUELO f'y = 4200 Kg/cm2 f'c = 210 Kg/cm2 SOBRECIMENTACION f'c = 175 Kg/cm2 f'c = 140 Kg/cm2 SOLADO RECUBRIMIENTO CIMENTACION y Zapatas 7.00cm 4" a 6" MAX. 4" a 6" MAX. 5 B B INCHUPALLA CONSTRUCCION DE POSTA SALUD CIMENTACIN Y DETALLES PLANO: UBICACION: Departamento: Distrito : Provincia : APROBADO: DISEÑO: PUNO FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL INCHUPALLA HUANCANE PROYECTO: ING. HERNAN MARTINEZ R. PLANO N°: ESCALA: INDICADA FECHA: JUNIO DEL 2004 E-01 5 A A A A 5 5 5 5 PIEDRA GRANDE DE 6" a 8" 5 N.T.N.=0.00 N.P.T+0.60 5 5 5 5 5 5 5 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 V - C = .25x.25 5 5 5 5 5 N.P.T+0.25 4 Ø 1/2" \LCUADDRO DE COLUMNA d Sección Estribos bxt TIPO C-1 4d1/2" 5 5 d1/4" 0.25x0.25 N.T.N. +0.00 * Zapatas: e= 10 cm. C:H. = 1:8 + 25% P.M. C:H. = 1:10 + 30% P.G. f'y = 4200 kg/cm2 * VIigas: e= 4.0 cm. * Columnas: e= 4.0 cm. f'c = 210 kg/cm2 \LESPECIFICACIONES TECNICAS ACERO DE REFUERZO: LONGITUD DE EMPALMES: * d 1/2": 50.0 cm. RECUBRIMIENTOS: * Sobrecimientos : * Cimientos corridos : CONCRETO CICLOPEO : CONCRETO ARMADO : MORTERO 1:5 CEMENTO - ARENA VIGA DE CIMIENTACION CIMIENTACION VIGA DE VIGA DE CIMIENTACION CIMIENTACION VIGA DE Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 \LCUADDRO DE VIGA CIMIENTACION d Sección Estribos bxt TIPO C-1 5 5 4d1/2" d1/4" 0.25x0.25 Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 A A A A Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 N.P.T+0.40 RELLENO RELLENO ESC. 1:25 \LPLANO TIPICO DE CIMIENTOS \LDETALLE ZAPATA Z-1 ESCALA 1:25 \LDETALLE ZAPATA Z-2 ESCALA 1:25 ESCALA 1:25 \LDETALLE Z-2 \LDETALLE Z-1 ESCALA 1:25 ESCALA 1:25 \LDETALLE A-A ESCALA 1:25 \LDETALLE B-B 5 ESCALA 1:25 \LDETALLE Z-1 5 5 6Ø3/8" A A Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 5 5 5 4 Ø 1/2" N.T.N. +0.00 Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 ESCALA 1:25 \LDETALLE ZAPATA Z-1 5 12 Ø 3/8" 5 TANQUE ELEVADO 5 5 \LPLANO TIPICO DE CIMIENTOS ESC. 1:25 5 LOSA VIGA DE AMARRE VIGA DE AMARRE ESCALA 1:25 \LDETALLE DE LOSA 18 Ø 1/2" 18 Ø 1/2" 5 LOSA VIGA DE AMARRE DE ROTOPLAST 1000 LT. B B B B 5 5 5 \LELEVACION ESCALA 1:25 5 5 \LDETALLE ZAPATA Z-1 VIGA DE AMARRE ESCALA 1:25 \LELEVACION 5 B B 5 ESCALA 1:25 \LDETALLE Z-1 5 5 6Ø3/8" ESCALA 1:25 5 12 Ø 3/8" 5 \LDETALLE DE LOSA Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 \LPLANO TIPICO DE CIMIENTOS 5 VIGA DE AMARRE LOSA LOSA ESC. 1:25 5 5 \LCORTE B-B ESCALA 1:25 B B 5 5 4 Ø 1/2" DE ROTOPLAST 1000 LT. 18 Ø 1/2" 5 5 TANQUE ELEVADO VIGA DE AMARRE ESCALA 1:25 A A 5 5 4 Ø 1/2" N.T.N. +0.00 Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 18 Ø 1/2" 5 ESCALA 1:25 \LDETALLE Z-1 5 5 6Ø3/8" A A Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 5 5 5 4 Ø 1/2" N.T.N. +0.00 Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 ESCALA 1:25 \LDETALLE ZAPATA Z-1 5 12 Ø 3/8" 5 TANQUE ELEVADO 5 5 \LPLANO TIPICO DE CIMIENTOS ESC. 1:25 5 LOSA VIGA DE AMARRE VIGA DE AMARRE ESCALA 1:25 \LDETALLE DE LOSA 18 Ø 1/2" 18 Ø 1/2" 5 LOSA VIGA DE AMARRE DE ROTOPLAST 1000 LT. B B B B 5 5 5 \LELEVACION ESCALA 1:25 5 5 \LDETALLE ZAPATA Z-1 VIGA DE AMARRE ESCALA 1:25 \LELEVACION 5 B B 5 ESCALA 1:25 \LDETALLE Z-1 5 5 6Ø3/8" ESCALA 1:25 5 12 Ø 3/8" 5 \LDETALLE DE LOSA Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 \LPLANO TIPICO DE CIMIENTOS 5 VIGA DE AMARRE LOSA LOSA ESC. 1:25 5 \LCORTE B-B ESCALA 1:25 B B 5 5 4 Ø 1/2" DE ROTOPLAST 1000 LT. 18 Ø 1/2" 5 5 TANQUE ELEVADO VIGA DE AMARRE ESCALA 1:25 A A 5 5 4 Ø 1/2" N.T.N. +0.00 Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 18 Ø 1/2" 5 5 \LDETALLE ZAPATA Z-1 VIGA DE AMARRE ESCALA 1:25 \LELEVACION 5 B B 5 ESCALA 1:25 \LDETALLE Z-1 5 5 6Ø3/8" ESCALA 1:25 5 12 Ø 3/8" 5 \LDETALLE DE LOSA Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 \LPLANO TIPICO DE CIMIENTOS 5 VIGA DE AMARRE LOSA LOSA ESC. 1:25 5 \LCORTE B-B ESCALA 1:25 B B 5 5 4 Ø 1/2" 18 Ø 1/2" 5 5 TANQUE ELEVADO VIGA DE AMARRE ESCALA 1:25 A A 5 5 4 Ø 1/2" N.T.N. +0.00 Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 18 Ø 1/2" B ESCALERAS DE FIERRO GALVANIZADO 5 5 \LDETALLE ZAPATA Z-1 ESCALA 1:25 5 \LDETALLE ZAPATA Z-1 VIGA DE AMARRE ESCALA 1:25 \LELEVACION 5 B B ESCALA 1:25 \LDETALLE Z-1 5 5 6Ø3/8" ESCALA 1:25 5 12 Ø 3/8" 5 \LDETALLE DE LOSA DE FONDO (TANQUE ELEVADO) \H1.286x; Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 \LPLANO TIPICO DE CIMIENTOS 5 VIGA DE AMARRE LOSA LOSA ESC. 1:25 \LCORTE B-B ESCALA 1:25 B B 5 5 4 Ø 1/2" 18 Ø 1/2" TANQUE ELEVADO VIGA DE AMARRE ESCALA 1:25 A A 5 5 4 Ø 1/2" N.T.N. +0.00 Ø1/4" 1@0.05 3@0.10 3@0.15 RESTO @0.20 18 Ø 1/2" B ESCALERAS DE FIERRO GALVANIZADO 5 5 \LDETALLE EN PERFIL DE LA ESTRUCTURA ESCALA 1:25 d1/2\Fromans.shx|c1;"\Fromans.shx|c0;@0.25 d3/8\Fromans.shx|c1;"\Fromans.shx|c0;@0.30 d1/2\Fromans.shx|c1;"\Fromans.shx|c0;@0.30 d1/2\Fromans.shx|c1;"\Fromans.shx|c0;@0.25 d5/8\Fromans.shx|c1;"\Fromans.shx|c0;@0.25 d1/2\Fromans.shx|c1;"\Fromans.shx|c0;@0.25 d5/8\Fromans.shx|c1;"\Fromans.shx|c0;@0.25 d1/2"@0.25 d1/2\Fromans.shx|c1;"\Fromans.shx|c0;@0.30 d3/8\Fromans.shx|c1;"\Fromans.shx|c0;@0.30 d3/8"@0.30 d3/8\Fromans.shx|c1;"\Fromans.shx|c0;@0.30 B B TANQUE ELEVADO B d3/8"@ 0.20 VIGA DE AMARRE ESCALERA DE TUBO GALVANIZADO VERTICALES TUBO G° d 3/4" HORIZONTALES TUBO G° d 3/4" TAPA METALICA 5 5 5 \LDETALLE DE LOSA ESCALA 1:25 \LDETALLE DE LOSA ESCALA 1:25 d3/8"@ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANTA ESCALA 1:25 C C Bisagra Plancha Metalica 5 5 5 5 5 5 5 5 \LDETALLE DE LOSA SUPERIOR ESCALA 1:25 18 Ø 1/2" 18 Ø 1/2" 5 LOSA B 18 Ø 1/2" TANQUE ELEVADO B d3/8"@ 0.20 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 d3/8"@ 0.20 h min 0.50m PROFUNDIDAD NECESARIA PARA UNA COLUMNA DE AGUA DE 1.6M TUBO DE REBOSE d 2" -214.6370846916872 VALVULA CHECK CANASTILLA -214.6370846916872 BOMBA MANUAL N.P.T. + 0.20 LLEGA AGUA DE POZO SUBE AGUA DE BAJA AGUA A NIVEL DE AGUA NPT +5.50 VALVULA DUCTO DE LIMPIEZA Ø 2" FºGº NPT +3.85 Ø 2" F° G° NIVEL DE AGUA DE POZO TUB. Ø 1'' N.P.N. DISTRIBUCION POZO d 2" F. G. MUSEO DE SITIO "ARQUEOLOGICO -ANTROPOLOGICO PLANO: TEMA : MUSEO DE SITIO SEGUNDA UNIDAD : ESTUDIANTES: UBICACION: PUNO ZONA: CUTIMBO ESCALA: 1/100 FECHA: 12 / 06 / 2008 BLANCO CUENTAS JUAN CARLOS SALASAR MAMANI HUMBERTO FLORES CHUCHULLO ALDO d3/8"@ 0.20 2d1/2" 2d1/2" \A1;3.75 \A1;.25 \A1;.20 Viga Secundaria 2: 0.20X0.25 -283.0748114632604 RESTO @ 20 AMBOS EXTREMOS d 3/8", 3@.05, 4@10, 3@15, 1 2 A A A A 4ø1/2" -283.0748114632604 SECCION A-A Secciones -283.0748114632604 ESC. 1:25 \A1;0.35 \A1;0.35 \A1;0.25 \A1;0.30 \A1;0.30 \A1;2.30 \A1;1.20 \A1;1.10 \A1;1.20 \A1;2.30 \A1;2.30 \A1;1.20 \A1;1.10 \A1;1.20 \A1;2.30 \A1;1.20 \A1;1.10 \A1;1.20 \A1;2.30 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.20 \A1;0.60 \A1;0.80 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.20 \A1;2.30 \A1;2.30 \A1;0.30 \A1;2.00 \A1;0.30 \A1;0.30 \A1;2.00 \A1;0.30 \A1;2.30 \A1;0.30 \A1;2.00 \A1;0.30 \A1;2.30 \A1;2.00 \A1;0.30 \A1;0.30 \A1;2.30 \A1;0.30 \A1;2.00 \A1;0.30 \A1;2.30 \A1;0.30 \A1;2.00 \A1;0.30 \A1;2.30 \A1;2.30 \A1;2.00 \A1;0.30 \A1;0.30 \A1;2.00 \A1;0.30 \A1;0.30 \A1;1.50 Z Z \A1;0.05 \A1;0.15 \A1;0.20 \A1;1.45 \A1;0.25 \A1;0.20 \A1;2.25 \A1;2.30 \A1;2.60 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.40 \A1;1.30 \A1;0.20 \A1;0.20 \A1;2.30 \A1;0.08 \A1;0.55 \A1;0.08 \A1;0.15 \A1;2.30 \A1;0.15 \A1;2.60 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.60 \A1;2.25 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.60 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;0.35 \A1;0.35 \A1;0.25 \A1;0.15 \A1;0.15 \A1;2.25 \A1;2.20 \A1;0.40 \A1;2.30 \A1;1.70 \A1;0.20 \A1;2.30 \A1;0.07 \A1;0.56 \A1;0.07 \A1;0.70 \A1;0.07 \A1;0.56 \A1;0.07 \A1;0.70 \A1;2.60 \A1;2.60 CONTROL DE NIVEL Muro tarrajeado con yeso Tubo PVC SAP 3" para agua pluvial CODO PVC SAP 3" Bruña 2 cm \A1;2.48 -49.71159519269898 \A1;0.20 \LPLANTA LOSA SUPERIOR - TANQUE CISTERNA ESCALA 1:25 B-1 ESCALA 1:25 \LELEVACION POSTERIOR 5 5 VIGA DE AMARRE ESCALA 1:25 \LELEVACION LATERAL ESCALA 1:25 \LELEVACION FRONTAL VIGA DE AMARRE 4ø1/2" 5 SECCION A-A Secciones 5 5 RESTO @ 20 AMBOS EXTREMOS d 3/8", 3@.05, 4@10, 3@15, A A A A 5 5 5 5 5 5 5 LOSA 5 5 A B 1 2 5 5 5 5 1 2 5 5 5 5 A B \LDETALLE DE LOSA SUPERIOR EN TANQUE ELEVADO ESCALA 1:50 18 Ø 1/2" 18 Ø 1/2" \LDETALLE EN PERFIL DE LA ESTRUCTURA TANQUE ELEVADO ESCALA 1:50 d3/8"@ 0.20 d3/8"@ 0.20 \LDETALLE DE LOSA INFERIOR EN TANQUE ELEVADO ESCALA 1:50 18 Ø 1/2" d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 5 \LDETALLE ZAPATA Z-1 Y COLUMNA 5 5 8 Ø1/2" ESCALA 1:25 8 Ø 1/2" Ø1/4" 1@0.05 2@0.10 3@0.15 RESTO @0.20 A A 5 N.T.N. +0.00 5 5 4Ø1/2" C C Bisagra \LCORTE C-C ESCALA 1:10 \LDETALLE DE LA TAPA ESCALA 1:10 5 d3/8"@ 0.20 TAPA DE F°G° TAPA DE F°G° TAPA DE F°G° \LPLANTA LOSA SUPERIOR - TANQUE ELEVADO ESCALA 1:25 5 1 2 5 A B 5 5 5 5 5 5 5 A B 5 5 5 5 1 2 5 5 5 5 1 2 5 A B 5 5 5 5 5 5 5 A B 5 5 5 5 1 2 5 5 5 A A B B B-1 VALVULA CHECK TUB. F.G. 1" (VOL. 9.00 m3) SUBE AGUA FRIA 1" TUB. IMPULSION TUB. LIMPIEZA 1" PVC-P. ELECTRO BOMBA TAPA REJILLA AL DESAGUE TRAMPA 2" N.P.T.=+1.65 TUBO 3" NIV. DE REBOSE TAPA DE F°G° NIV. DE PARADA TUBERIA 1" CONTROL DE NIVEL NIV. DE ARRANQUE (VOL. 8.00 m3) REBOSE 3" P.V.C-L. TUBERIAS 1" PVC-P. ALIMENTADORES 1" P.V.C-P. P.V.C-L. LIMPIEZA 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 TAPA REJILLA TUBO 3" N.T.N.=+/- 0.00 NIVEL=+1.65 \LDETALLE DE LOSA SUPERIOR EN TANQUE CISTERNA ESCALA 1:50 18 Ø 1/2" 18 Ø 1/2" \LPLANTA DE MUROS EN TANQUE ELEVADO ESCALA 1:50 5 1 2 5 A B 5 A B 5 1 2 5 1 2 5 A B 5 A B 5 1 2 5 1 2 5 A B 5 A B 5 1 2 5 1 2 5 A B 5 A B 5 1 2 5 5 5 5 5 5 \LDETALLE EN PERFIL DE LA ESTRUCTURA TANQUE CISTERNA ESCALA 1:50 d3/8"@ 0.20 d3/8"@ 0.20 5 5 5 5 5 5 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 \LPLANTA DE MUROS EN TANQUE CISTERNA ESCALA 1:50 5 1 2 5 A B 5 A B 5 1 2 \LDETALLE DE LOSA INFERIOR EN TANQUE CISTERNA ESCALA 1:50 18 Ø 1/2" 5 1 2 5 A B 5 A B 5 1 2 5 5 VIGA DE AMARRE TAPA REJILLA TUBO DE REBOSE 3" ALIMENTADORES 1" P.V.C-P. ALIMENTADORES 1" P.V.C-P. 5 5 5 N.T.N.=+/- 0.00 5 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 d3/8"@ 0.20 5 5 5 5 5 5 CON CANASTILLA N.T.N.=+/- 0.00 NIVEL=+3.40 NIVEL=+ 8.70 NIVEL=+6.40 NIVEL=+1.65 N.T.N.=+/- 0.00 NIVEL=+3.40 NIVEL=+ 8.70 NIVEL=+6.40 NIVEL=+1.65 N.T.N.=+/- 0.00 NIVEL=+3.40 NIVEL=+ 8.70 NIVEL=+6.40 Plancha Metalica 5 5 5 5 5 5 5 5 ESCALA 1:50 \LCIMENTACIONES \LTANQUE CISTERNA CORTE A - A ESCALA 1:25 \LTANQUE ELEVADO CORTE B - B ESCALA 1:25 Z - 1 Z - 1 Z - 1 Z - 1 \LPERFIL DE MUROS EN TANQUE ELEVADO ESCALA 1:50 \LPERFIL DE MUROS EN TANQUE CISTERNA ESCALA 1:50 5 5 \LVIGA DE AMARRE: 0.25 x 0.30 ESCALA 1:25 \LESPECIFICACIONES TECNICAS CONCRETO ARMADO : f'c = 210 kg/cm2 RECUBRIMIENTOS: * Columnas: e= 3.0cm. * Vigas: e= 3.0cm. ACERO DE REFUERZO: f'y = 4200 kg/cm2 * Zapatas: e= 7.5 cm. * d 3/8": 35.0 cm. LONGITUD DE EMPALMES: * d 1/2": 50.0 cm. RADAR-CONTROL NIVEL INGRESO DE AGUA FRIA Bruña 2 cm Escalera Gato de Tubo Galvanizado VIGA DE AMARRE Escalera Gato de Tubo Galvanizado CONTROL DE NIVEL DE IMPULSION SUCCION DE REBOSE Escalera gato de tubo FG Escalera gato de tubo FG Bruña 2 cm Bruña 2 cm Bruña 2 cm Bruña 2 cm Bruña 2 cm DE REBOSE VENTILACIÓN 3" 5 COLUMNA COLUMNA

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	à gaz, agua, autocad, cortes, DETAIL, details, DWG, elevated, elevations, gas, híbrido, hybrid, hybrides, l'eau, plant, reservoir, structures, tank, tanque, wasser, water