Tank Of Potable Water 30,50,60,80,M3 DWG Section for AutoCAD

Tank Of Potable Water 30,50,60,80,M3 DWG Section for AutoCAD

Structural plant of tank potable water – Sections and details of construction tank of 30,50,60,80m3

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

min., inspection entrance cover, see details, on the lower side, additional reinforcement, diametrically, two vents, opposites, entry, rungs cms, in both ways, cms grill centered, in the thickness of the slab, towards cleaning tube, gutter, cleaning, discharge of the gutter, note: the supervisor will choose the position in the field, grill cms, Quarter stone carving, poor mix repelle, radial cm, rings, overflow level, tuned up, polished with sealer, Sika type, cement mortar, min., pending, radial cms, overflow, spacing of the reinforcement of the slab in both directions, tee hg, elbow hg, niple t.r., copper mesh, deck slab, steps, dropper, see cover detail type, cms cms, according to plant, both senses, cms, radio, radial cm, horizontal rings, overlap, cms, vertical, cms, radial, cms, spacing of horizontal reinforcement, See table, cms, indicated, scale:, department of santa ana., to the canton san jose capulin caserios, introduction of drinking water service, jurisdiction of santa rosa, draft, distribution tank, sections, structural details, content, section, esc, section, esc, roof plant, foundation plant, esc, vent detail, esc, higher, slab detail, lower, slab detail, esc, horizontal steel, number of horizontal rings, different capacities, type of ring, volume, height, until, until, until, note:, all internal side of the tank, of a structural element, of coating will be, centimeters, until, until, until, until, until, until, until, drawing:, indicated, moises martinez., date:, july

Raw text data extracted from CAD file:

\A1;0.60 \A1;0.14 \A1;0.90 \A1;0.60 \A1;2.50 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.30 \A1;2.50 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.70 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 MIN. \A1;0.15 \A1;0.15 \A1;0.14 \A1;0.25 \A1;0.08 \A1;0.07 \A1;0.08 \A1;0.07 \A1;0.90 \A1;0.14 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.10 \A1;H \A1;0.09 \A1;RADIO 2.50 \A1;0.30 \A1;2.50 \A1;2.50 \A1;0.30 \A1;2.55 \A1;5.60 \A1;0.60 \A1;1.25 \A1;1.25 \A1;2.50 \A1;1.60 5 5 ø 3/8" @ 10 cm ENTRADA DE INSPECCION TAPADERA VER DETALLES EN LA CARA INFERIOR REFUERZO ADICIONAL ø 3/8" L=1.60 DIAMETRALMENTE DOS RESPIRADEROS OPUESTOS <> <> 45° ENTRADA PELDAÑOS ø 7/8" @ 30 cms ø 1/2" @ 25 cm EN AMBOS SENTIDOS PARRILLA ø 1/2" @ 25 cms CENTRADA EN EL GRUESO DE LA LOSA 1% HACIA TUBO DE LIMPIEZA 2.50 5 5 5 CANALETA 5 LIMPIEZA ø 4" 2.50 5 5 5 de descarga de la canaleta NOTA: el supervisor escogera en campo la posicion PARRILLA ø ½" @ 25 cms EMPLANTILLADO DE PIEDRA CUARTA REPELLO DE MEZCLA POBRE 56 RADIALES ø 3/8" @ 30 cm 5 5 6 ANILLOS ø 1/2" 5 NIVEL DE REBOSE REPELLADO, AFINADO Y PULIDO CON SELLADOR TIPO SIKA A-1 MORTERO DE CEMENTO 1:4 0.70 5 5 5 0.20 MIN. 0.15 PENDIENTE 5% 1% 0.15 0.14 5 56 RADIALES ø 3/8" @ 30 cms REBOSE ø 4" Espaciamiento del refuerzo de la losa en ambos sentidos TEE ø 3" HG CODO 90° ø 3" HG NIPLE T.R. ø 3" HG MALLA DE COBRE LOSA DE CUBIERTA PELDAÑOS ø 7/8" @ 0.30 PELDAÑOS ø 7/8" @ 0.30 cortagotas 4 ø 3/8" + ø 1/4 @ 0.30 ø 3/8" @ 0.10 5 5 5 5 5 VER DETALLE DE TAPADERA TIPO DE 0.90 X 0.90 A 0.14 0.05 ø 3/8"@ 10 cms y @ 15 cms SEGUN PLANTA AMBOS SENTIDOS ø 1/2" @ 25 cms 0.10 0.05 0.15 5 cm 5 cm H 5 RADIO <> 1.2 % ø 3/8" @ 15 cm A 5 2.50 2.50 5 56 RADIALES ø 3/8" @ 30 cm <> 5.60 A C E R A ANILLOS HORIZONTALES Ø 3/8" 0.5 % 0.5 % 0.5 % 0.5 % 5 TRASLAPE 57 Ø 3/8" @ 30 CMS VERTICALES 57 Ø 3/8" @ 30 CMS RADIALES 5 5 Ø 3/8" @ 0.10 CMS 5 Espaciamiento del refuerzo horizontal ( Ver tabla ) 1.60 Ø 3/8" @ 0.15 CMS 0.15 0.30 INDICADAS ESCALA: DEPARTAMENTO DE SANTA ANA. AL CANTON SAN JOSE CAPULIN Y CASERIOS ALEDAÑOS, INTRODUCCION DEL SERVICIO DE AGUA POTABLE JURISDICCION DE SANTA ROSA GUACHIPILIN, PROYECTO TANQUE DE DISTRIBUCION V= 50, 60, 70, 80 m³ SECCIONES DETALLES ESTRUCTURALES Y CONTENIDO SECCION ESC. 1:20 ESC. 1:20 SECCION A-A ESC. 1:20 PLANTA DE TECHO PLANTA DE FUNDACION ESC. 1:20 DETALLE DE RESPIRADERO ESC. 1:5 SUPERIOR DETALLE DE LOSA INFERIOR DETALLE DE LOSA ESC. 1:20 ESC. 1:20 ACERO HORIZONTAL NUMERO DE ANILLOS HORIZONTALES DIFERENTES CAPACIDADES TIPO DE ANILLO VOLUMEN ALTURA H= 2.70 50 m 60 m H= 3.20 DE = 0.00 CANT= 12 HASTA = 1.08 HASTA = 0.99 DE = 0.00 CANT= 11 HASTA = 3.20 DE = 2.07 CANT= 12 HASTA = 2.70 DE = 1.89 CANT= 9 2 ø 3/8" @ 0.09 1 ø 3/8" @ 0.09 NOTA: TODO LADO INTERNO DEL TANQUE DE UN ELEMENTO ESTRUCUTURAL DE RECUBRIMIENTO SERA DE 5 CENTIMETROS 3 3 H= 3.70 HASTA = 1.17 DE = 0.00 CANT= 13 HASTA = 3.70 DE = 2.61 3 70 m CANT= 19 DE = 2.79 HASTA = 4.20 DE = 0.00 HASTA = 1.71 80 m 3 H= 4.20 1 ø 3/8" @ 0.18 DE = 1.08 DE = 0.99 HASTA = 1.89 HASTA = 2.07 CANT= 8 CANT= 6 CANT= 7 CANT= 5 CANT= 16 DE = 1.17 HASTA = 2.61 CANT= 12 DE = 1.71 HASTA = 2.79 DIBUJO: INDICADAS MOISES MARTINEZ. FECHA: JULIO DE 2004

Language	Spanish
Drawing Type	Section
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, construction, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plant, potable, provision, section, sections, structural, tank, wasser bestimmung, water