Tank 400 M3 DWG Detail for AutoCAD

Tank 400 M3 DWG Detail for AutoCAD

Tank capacity water reservoir for 400m3 – Details – specifications – sizing

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

Note: hydraulic equipment enclosure will be in base, The project design requirements, reinforcing steel, Mouth of visit, Mouth of visit, N.m.a, Ferrocement, Slab of, upwards., view, Of tank floor., See detail armed, stairs, drain, sink, beam, Detail armed tank floor, scale:, paved, Foundation soil, Replantillo of concrete, Ferrocement slab., its T., its T., its T., Emporium interior wall floor, Concrete slabs, External wall paint, Champeado interior exterior cm, Antisol paint, Hexagonal chicken coop, Ventilation ventilators, Masseted beams plus slab, Straight formwork, Structural steel slab, Deck slab, Workloads, Structural steel bottom slab, Paving perimeter zocalo base, Reshaped h.s cm, Simple concrete, Excavation manual foundations, Rethinking leveling, Hexagonal chicken coop, Plaster floor mortar cm, Straight formwork, Concrete plinth columns, Wall cylindrical reinforcing columns, Floor tile floor tank, description, quantity, unity, your B. H.s., Central column, scale, Perimeter column, scale, scale, cut, drainage system, scale, hen house, Reinforcement welded steel mesh, Exagonal mesh of, concrete slab, Wall-mounted, scale, Armed for layers, Review box, Detail of reinforced beam type, scale, Waterproof, Yes in plasters, With excess chlorides in their, Contact with armor those, relationship, concrete, Portland type ie, Standard astm, Specification of building materials, Fresh drinking, Is restricted in, Well washed sieved., Sieve diameter, Modulus of fineness, Recommended, Welded steel, Exaggerated, tension, Resistance creep, Mortar, To weight., Sheets of zinc calamine., Rustic formwork board., alternative, Typical formwork of wall formwork, without, scale, Concrete columns., of wood, Struts, alternative, Plywood, Tarred paper., Open boards, Cm with, H.s., Drains detail, Heavy gravel, without, scale, Cobbled base., Reinforced slab, scale, welded Mesh, Hexagonal mesh, scale, cut, welded Mesh, tank, Valve chamber, sink, Ferrocement tank plant ingcris type, Note: important qa, scale, Floor tile, without, Wall mounted detail, With ref. from, chamfer, scale, Base stone, Mesh reinforcement floor, plinth, Use this technical document for technical assistance purposes, Written by the author under the stipulation of the, Calculation design: ing. Carlos ibarra s., Municipalities communities are however prohibited from reproducing it, Partially for private commercial purposes without consent, Is authorized the undersecretary of environmental sanitation of miduvi, Universal convention of copyright, Hg tube detail, scale, Hg posts, Hg posts, Bard, Zocalo h.c., Foundations h. C., Half cane m., Mesh t.galb., Three rows almbre puas, Bard plastered cm., Plastered cm., entry, Concrete column, armed, Exp., Zocalo h.s., elevation, Horm. Cyclopean, scale, Tube h.g., Hg post, Tube h.g., plant, scale, Column detail, scale, Hg posts., L. Halls, Mesh t. Glb. Alt., Zocalo h.cyclopeo plastered, Tube h.g., Rows alamb. Puas, Plaster, Cm chain, H.cyclopeo, Facade type of enclosure, scale, Facade of the perimetral enclosure, scale, reinforcing steel, Mouth of visit, Valve chamber, sink, Mm cm, Mm cm, chain, Perimeter chain, scale, its T. Mm cm mc, welded Mesh, its T. Mm cm mc

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D NOTA: EQUIPAMIENTO HIDRAULICO Y CERRAMIENTO SERA EN BASE A LOS REQUERIMIENTOS DE DISEÑO DEL PROYECTO \A1;2.82 \A1;0.30 \A1;3.05 \A1;3.05 \A1;0.30 \A1;2.83 \A1;0.15 \A1;2.90 \A1;0.15 \A1;2.90 \A1;3.05 \A1;18.52 \A1;0.15 \A1;0.15 \A1;2.90 \A1;2.90 \A1;0.15 \A1;3.05 \A1;3.05 \A1;2.83 \A1;0.30 \A1;3.05 \A1;3.05 \A1;0.30 \A1;2.83 \A1;0.15 \A1;2.90 \A1;0.15 \A1;2.90 \A1;3.05 \A1;3.05 \A1;18.60 \A1;0.15 \A1;0.15 \A1;2.90 \A1;2.90 \A1;0.15 \A1;3.05 \A1;3.05 \A1;0.52 \A1;0.30 \A1;3.05 \A1;3.05 \A1;2.30 \A1;2.00 \A1;0.30 \A1;0.30 \A1;2.83 \A1;0.15 \A1;2.90 \A1;0.15 \A1;2.90 \A1;3.05 \A1;3.05 \A1;18.60 \A1;0.15 \A1;0.15 \A1;2.90 \A1;2.90 \A1;0.15 \A1;3.05 \A1;3.05 \A1;2.82 \A1;0.30 \A1;3.05 \A1;3.05 \A1;3.05 \A1;36.000° \A1;36.000° \A1;36.000° \A1;36.000° \A1;36.000° \A1;.05 \A1;.05 \A1;0.60 \A1;3.00 \A1;13.50 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.50 \A1;14.67 \A1;13.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.10 \A1;.05 \A1;0.60 \A1;.05 \A1;1.80 \A1;.1 \A1;.1 \A1;0.13 \A1;0.13 \A1;0.15 \A1;1.30 \A1;R-6.75 \A1;0.475 \A1;0.475 \A1;0.350 \A1;1.300 \A1;0.350 \A1;0.475 \A1;0.475 \A1;1.300 \A1;0.250 \A1;0.1 \A1;0.175 \A1;0.476 \A1;0.475 \A1;0.250 \A1;0.480 \A1;0.200 \A1;0.030 \A1;3.0 \A1;0.300 \A1;0.600 \A1;0.150 \A1;0.600 \A1;0.150 \A1;0.125 \A1;0.350 \A1;0.125 \A1;0.300 \A1;0.600 \A1;0.800 \A1;1.900 \A1;13.67 \A1;0.350 \A1;45.00° \A1;3.0 \A1;4.198 \A1;0.82 \A1;2X \A1;4.198 \A1;3.0 \A1;3.0 \A1;0.30 \A1;0.30 \A1;0.085 \A1;0.30 \A1;6.75 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.100 \A1;0.020 \A1;0.020 \A1;2.0 \A1;1.85 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;2.0 \A1;1.850 \A1;0.20 \A1;3.0 \A1;H/3 \A1;0.60 \A1;0.28 \A1;0.15 \A1;H/3 \A1;H/3 \A1;H/3 \A1;0.175 \A1;0.476 \A1;0.475 \A1;0.475 \A1;0.30 \A1;2.83 \A1;0.15 \A1;2.90 \A1;0.15 \A1;2.90 \A1;3.05 \A1;3.05 \A1;18.60 \A1;0.15 \A1;0.15 \A1;2.90 \A1;2.90 \A1;0.15 \A1;3.05 \A1;3.05 \A1;H/3 \A1;36° \A1;0.025 \A1;0.10 \A1;0.025 \A1;0.20 \A1;0.20 \A1;0.200 \A1;0.200 \A1;1.240 \A1;1.020 \A1;0.800 \A1;0.580 \A1;0.310 \A1;0.10 \A1;0.475 \A1;0.238 \A1;0.672 \A1;0.475 \A1;0.133 \A1;0.672 \A1;2.94 \A1;5.37 \A1;7.55 \A1;7.99 \A1;3.79 \A1;6.75 \A1;9.62 \A1;10.85 \A1;.60 \A1;.60 \A1;.20 (malla electrosoldada) Acero de Refuerzo 5 5 5 5 5 Boca de Visita 0.60x0.60 m Boca de Visita 0.60x0.60 m .05 .05 0.60 N.M.A 3.00 ferrocemento Losa de hacia arriba. Viga- vista de Piso del Tanque. Ver detalle Armado 13.50 0.15 0.50 0.15 0.50 14.67 13.50 0.50 0.50 Escalera Mcd3/4" 0.20 0.25 0.10 Desague 0.80x0.80 m Sumidero .05 0.60 .05 1.80 .1 .1 0.13 0.13 0.15 1.30 R-6.75 5 5 5 5 5 5 5 5 Viga .35x.30 5 0.1 5 5 5 DETALLE ARMADO PISO TANQUE ESCALA: 1:10 5 5 5 5 Empedrado base(mejoramiento -suerlo) Suelo de cimentación Replantillo de hormigón 3.0 Losa Ferrocemento. Losa Ferrocemento. 5 5 5 5 5 5 5 5 5 5 6d12mm 6d12mm EST. 1d6mm@15 2 d20mm 8d12mm 8d12mm 5 5 EST. 1d6mm@15 8 d20mm 13.67 0.350 2d20mm L=2.1m Mc 203 4d16mm L=4.1m 2d12mm L=3.5m EST. 1d6mm@15 4d20mm L=4.80m Mc 202 2d10mm Mc 201 2d20mm L=2.10m Mc 203 EMPORADO PARED INTERIOR Y PISO HORMIGON VIGAS Y LOSA Fc=210 kg/cm2 PINTURA INTERNA Y EXTERNA PARED CHAMPEADO EXTERIOR E INTERIOR esp.= 3 cm PINTURA ANTISOL MALLA HEXAGONAL 1/2 - GALLINERO AIREADORES - VENTILACION MASILLADO VIGAS MAS LOSA ENCOFRADO RECTO ACERO ESTRUCTURAL LOSA 194.72 146.69 194.42 484.46 179.09 20.67 M3 M2 M2 U M2 M2 KG 4.00 LOSA DE CUBIERTA 257.69 270.58 257.67 M2 M2 M2 VOLUMENES DE OBRA ACERO ESTRUCTURAL LOSA DE FONDO EMPEDRADO BASE Y ZOCALO PERIMETRAL REPLANTILLO H.S 180 KG/CM2 esp.=3 cm HORMIGON SIMPLE 210 KG/CM2 EXCAVACION MANUAL CIMIENTOS REPLANTEO Y NIVELACION MALLA HEXAGONAL 1/2 - GALLINERO ENLUCIDO PISO - MORTERO 1-2 esp.=2 cm ENCOFRADO RECTO HORMIGON PLINTOS Y COLUMNAS PARED CILINDRICA Y COLUMNAS DE REFUERZO 229.97 4.16 143.07 173.14 2612.11 KG M2 M3 M2 M2 LOSA FONDO O PISO DE TANQUE DESCRIPCION 42.99 10.22 379.68 14.57 340.57 M3 M2 M3 M3 M2 CANTIDAD UNIDAD Tub. H.S. d 100mm Tub. H.S. d 150mm Tub. H.S. d 100mm Tub. H.S. d 150mm Tub. H.S. d 150mm Tub. H.S. d 100mm Tub. H.S. d 100mm 5 COLUMNA CENTRAL ESCALA 1:20 COLUMNA PERIMETRAL ESCALA 1:20 1:75 ESCALA CORTE A-A SISTEMA DE DRENAJE ESCALA 1:100 gallinero d1/2" Refuerzo (2 mallas electrosoldada de 7/10) Malla exagonal de Losa de hormigón 3.0 ARMADO DE PARED ESCALA 1:75 Armado para las 2 capas 4.198 0.82 2X 4.198 Caja de revisión DETALLE DE ARMADO VIGA TIPO ESCALA 1:75 3.0 IMPERMEABLES. COMPOSICIÓN, SÍ EN LOS ENLUCIDOS CON EXCESO DE CLORUROS EN SU CONTACTO CON ARMADURAS AQUELLOS RELACIÓN AGUA/CEMENTO 8.-DOSIFICACIÓN HORMIGÓN f'c=210 kg/cm2. f'C=210 kg/cm2 1:2:4 CEMENTO-ARENA-RIPIO 2.-CEMENTO PORTLAND TIPO IE 1.-ARENA NORMA ASTM C-33-86 ESPECIFICACION DE MATERIALES PARA LA CONSTRUCCIÓN 3.-AGUA LIMPIA, FRESCA Y POTABLE 4.-ADITIVOS SE RESTRINGE EN BIEN LAVADA Y TAMIZADA. DIÁMETRO 4.75mm TAMIZ No.4 MÓDULO DE FINURA 2.4 A 2.6 Ph=7 RECOMENDADA LA DE 1/2" 6.-MALLA ELECTROSOLDADA 5.-MALLAS EXAGONALES TENSIÓN 2100 A 2800 kg/cm2 RESISTENCIA A LA FLUENCIA 7.-DOSIFICACIÓN DEL MORTERO AL PESO. 1:2::0.48 CEMENTO-ARENA- fy=5000 kg/cm2 Hojas de zinc o calamina. Tabla rústica de encofrado. Alternativa No.2 ARMADO TIPICO DE ENCOFRADO PARED SIN ESCALA 3.0 Columnas de Hormigón. de madera Listones o puntales Alternativa No.1 Triplex-madera contrachapada Papel alquitranado. juntas abiertas d 100mm L=50 cm con Pedazos de tubo H.S. 0.30 0.30 DETALLE DE DRENES Grava gruesa SIN ESCALA Empedrado base. 0.085 0.30 ARMADO LOSA DE TAPA ESCALA 1:75 6.75 0.35 Malla electrosoldada Y 0.30 0.35 Malla exagonal 5 1:10 ESCALA CORTE Y - Y d 1/2" (para masillado) 2d 4/10" Malla electrosoldada 2 de 4/10 Y 5 5 TANQUE 400 2.0 Camara de Válvulas 1.85 0.15 1.70 0.15 0.15 0.80x0.80 m Sumidero 2.0 5 PLANTA TANQUE FERROCEMENTO TIPO INGCRIS 400 m3 1:75 NOTA: IMPORTANTE qa suelo= 1-3 Kg/cm2 ESCALA 0.20 Losa de piso SIN DETALLE ARMADO DE PARED 3.0 (traslape con ref. de pared) Chaflan 0.10x0.10 H/3 0.60 ESCALA Empedrado base 0.28 Malla o refuerzo de piso 0.15 Mc 100 H/3 H/3 H/3 As1=1.08cm2 As2=3.16cm2 As3=3.24cm2 1d10 @35cm Mc 100 1d10 @15cm Mc 100 1d10 @10cm Mc 100 4d16mm L=4.1m 2d10mm d20mm N+0.00 N+0.00 5 5 5 PLINTO 5 A UTILIZAR ESTE DOCUMENTO TECNICO PARA PROPOSITOS DE ASISTENCIA TECNICA A ESCRITO DEL AUTOR INTELECTUAL, BAJO LA ESTIPULACION DEL PROTOCOLO 2 DE LA CALCULO Y DISEÑO: ING. CARLOS IBARRA S. (99/07/06) MUNICIPIOS Y COMUNIDADES DEL ECUADOR, SIN EMBARGO SE PROHIBE REPRODUCIRLO TOTAL O PARCIALMENTE PARA FINES PRIVADOS O COMERCIALES SIN CONSENTIMIENTO SE AUTORIZA A LA SUBSECRETARIA DE SANEAMIENTO AMBIENTAL DEL MIDUVI CONVENCION UNIVERSAL DE DERECHOS DEL AUTOR DETALLE DEL TUBO HG ESCALA 1:40 POSTES hg Ø 1/2" 0.50 0.10 0.30 2.00 0.30 2.40 POSTES hg Ø 2" BARDA H.S.FC= 180KG/CM2 ZOCALO H.C. FC= 180 KG/CM2 CIMIENTOS H. C. FC= 180 KG/CM2 0.02 0.10 MEDIA CAÑA e= .10 m. MALLA T.GALB. 50/10 TRES FILAS ALMBRE PUAS 0.05 45.10° 0.45 BARDA ENLUCIDO e= 2 cm. ENLUCIDO e= 2 cm. INGRESO 0,60 0,05 COLUMNA DE HORMIGON ARMADO 0.20x0.20 2,00 ALAMBRE DE PUAS 2,50 ZOCALO H.S. ELEVACIÓN HORM. CICLOPEO ESCALA 0,60 0,50 1:100 0,50 2,00 TUBO H.G. d 38mm TUBO H.G. d 75mm 0,50 POSTE DE HG 0,50 0,50 2,00 TUBO H.G. d 75mm PLANTA ESCALA 1:50 0,50 \A1;0.50 4 d 12 mm DETALLE DE COLUMNA ESCALA :1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 POSTES HG. Ø 2" 183M. L. BARDAS H.S. FC=180 KG/CM2 140.60 M2 MALLA T. GLB. 50/10x 2.30 ALT. ZOCALO H.CICLOPEO + ENLUCIDO TUBO H.G. Ø 1 1 2 + 3 FILAS ALAMB. PUAS ENLUCIDO BARDA e= 2 cm CADENA DE 15X15 CM H.CICLOPEO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FACHADA TIPO DE CERRAMIENTO ESCALA :1:50 0.61 3.05 5 5 5 5 1 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 5 5 F 5 5 E 5 5 7 6 5 4 5 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 5 5 F 5 5 D E 5 5 5 5 5 G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 7 6 5 4 3 FACHADA DEL CERRAMIENTO PERIMETRAL ESCALA :1:100 5 (malla electrosoldada) Acero de Refuerzo \A1;36.000° \A1;36.000° \A1;36.000° \A1;36.000° \A1;36.000° Boca de Visita 0.60x0.60 m \A1;14.67 \A1;13.37 \A1;0.15 \A1;0.50 \A1;0.50 \A1;0.15 \A1;1.30 \A1;R-6.75 \A1;4.198 \A1;2.0 Camara de Válvulas \A1;1.85 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 0.80x0.80 m Sumidero \A1;2.0 1d 10 mm @ 35 cm H/3 Mc 102 1d 10 mm @ 15 cm Mc 204 Mc 205 Mc 208 Mc 207 Mc 206 Mc 300 Mc 300 Mc 307 Mc 307 Mc 301 Mc 303 Mc 309 Mc 308 1d 10 @ 15cm Mc 102 5 0.025 0.10 0.025 4d12mm @ 20 cm 0.20 0.20 Mc 103 1d8mm @ 20 cm Mc 105 Cadena 5 5 4d12mm Mc 103 1d8mm @ 20 cm Mc 105 CADENA PERIMETRAL ESCALA 1:20 Mc 308 5 5 5 5 5 EST. 1d6 mm @ 15 cm Mc 313 EST. 1d6 mm @ 15 cm Mc 312 EST. 1d6 mm @ 15 cm Mc 311 EST. 1d6 mm @ 15 cm Mc 310 0.10 Malla electrosoldada d7/10" 4 d20mm Mc 302 EST. 1d6 mm @ 15 cm Mc 305 EST. 1d6 mm @ 15 cm Mc 306 EST. 1d6 mm @ 15 cm Mc 307 EST. 1d6 mm @ 15 cm Mc 304 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.50 \A1;0.20 1E d 8 mm @ 0.20 0,10 G

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	A/C, Deck / Patio, Car Parking Lot
Tags	autocad, capacity, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, reservoir, sizing, specifications, supply, tank, treatment plant, wasserversorgung, water