Water Tank DWG Section for AutoCAD

Water Tank DWG Section for AutoCAD

Water Tank- 200….400 m3 – Plants – Sections – Details

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

totulo, stirrups not, perimeter beam, its T. do not, of distribution of, typical plane of tanks, access, unscaled, ceiling, unscaled, of step, built-in, x: length of the stick will be equal to beam light, armed no., armed of losal, scale:, concrete smelting, stirrups not, beam, no stirrup no, column projection, of column, unscaled, unscaled, water level, water level, rod not, not run, pin no l:, perimeter beam, step not, is not do not, armed with slab, rod not slab end level, drop, profile, sheet, flat profile of, iron rod not, not running est. do not, access perimeter, of access, beam assembly detail, unscaled, pin no, not run, not run, of armed beam perimeter, unscaled, iron rod not, its T. do not, its T. no no, its T. do not, slab, slab no. do not, no no, slab is not do not, unscaled, unscaled, unscaled, t: tension b: cane r: rail, not all, of slab reinforcement, unscaled, for buried tank, scale:, for double tank, for off-shore tank, scale:, bounded, scale:, scale:, scale:, scale:, note: steps must be protected with two coats of anticorrosive paint the shifts of the masonry walls the perimeter beam should be placed a layer of plastic bituminous material to avoid adhesion, pvc elbows pvc nipple l: pvc nipple l: pvc nipple l: the ventilation should be coated with mortar pestle, concrete specifications the cement for all structural elements shall comply with at least one f’c: the aggregates shall be clean well graduated free of impurities otherwise the nominal aggregate grade shall be for structural purposes the water used in the mixing of the concrete shall be clean free of judicial quantities of organic earth oils other substances that may be harmful to concrete reinforcing steel reinforcing steel reinforcing steel should be corrugated guaranteed a fy: concrete for reinforcement should be provided a minimum coating of cm in cm slab in beams, For the adhesion of the ferrocement pvc pipe should do the following: apply a two-coat of oil paint on the pipe with fresh paint is added reasonably river sand immediately after the top is placed chicken coop is added sabieta ., long splices of anchorage the minimum development length will be long bar. stone stone masonry: should be san without cracks or marked fragmentation of the greater dendity should have basaltic hardness that is to say that its hardness is not altered with the interperie the size of the stone will be between eye should be tightly agulosa not round. the proportion of the mortar will be of cement lime river sand design cm: cv: vs: assumed stone masonry: water: f’c: f’c:, location of column type beam, long, storage capacity two cameras, e: for exposed walls e: for buried walls constant water height, pvc, ground level, of ventilation, scale:, cubic meters, not run, walking sticks, not run, walking sticks, is

Raw text data extracted from CAD file:

TOTULO ESTRIBOS No 3 A @ 0.05 VIGA PERIMETRAL EST. No 2 @ 0.05 15.80 L + .40 X X 15.80 L+ 1.40 X X 1.50 1.60 2.60 0.30 0.30 2.20 2.60 0.30 0.30 0.70 0.80 0.70 2.60 0.30 0.30 0.40 0.80 0.40 0.40 0.70 0.80 0.70 0.70 1.60 0.30 0.30 0.30 0.30 0.50 0.50 1.50 0.30 0.30 1.50 1.50 1.50 0.30 1.90 2.20 1.50 1.50 0.30 0.30 0.40 0.30 2.30 0.80 0.70 0.70 0.80 0.30 2.20 0.40 2.30 1.50 1.50 0.70 0.80 2.30 0.30 0.30 15.80 0.80 0.70 0.70 0.80 0.70 2.20 0.05 0.05 0.90 0.40 0.125 A L 0.30 0.125 \C3;SECCION A-A' 0.05 \A1; DE DISTRIBUCION DE 100, 125, 150, PLANO TIPICO DE TANQUES ACCESO ACCESO ACCESO ACCESO 15.80 L + .40 S: 1 % S: 1 % SIN ESCALA \C5;DETALLE DE TECHO 0.15 0.15 0.30 0.05 0.05 SIN ESCALA \C5;DETALLE DE ESCALON EMPOTRADO 15.80 L+ 1.40 X X X X V.1 C.1 C.1 C.1 C.1 V.1 V.2 V.2 V.2 V.1 V.1 X: LONGITUD DEL BASTON SERA IGUAL A 1/4 DE LA LUZ DE LA VIGA ARMADADO No. 3 (VER DETALLE) \C5;PLANTA ARMADO DE LOSAL ESCALA: 1:125 0.80 0.70 1.50 2.60 0.30 0.30 0.40 0.80 0.40 1.60 2.60 0.30 0.40 0.30 0.70 0.80 0.70 2.20 2.60 0.30 0.30 0.70 1.60 0.70 FUNDICION DE CONCRETO 0.50 0.50 0.30 ESTRIBOS No 3 A @ 0.05 ESTRIBOS No 3 A @ 0.15 ESTRIBOS No 3 A @ 0.05 VIGA -1 1.50 0.30 0.30 No 4 + ESTRIBO No 3 0.30 0.30 1.50 1.50 No 3 @ 0.10 No 3 @ 0.10 0.30 1.50 0.30 No 3 @ 0.10 PROYECCION DE COLUMNA \C5;ARMADO DE COLUMNA SIN ESCALA \C5;ARMADO DE ZAPATA\C3; SIN ESCALA \C5;PLANTA \C5;PLANTA 1.90 0.30 0.30 2.20 0.40 0.30 2.30 0.80 0.70 1.50 NIVEL DEL AGUA 0.70 0.80 1.50 0.30 0.30 2.20 0.40 0.30 2.30 15.80 0.80 0.70 0.70 1.50 0.80 1.50 0.70 0.80 0.70 2.20 NIVEL DEL AGUA NIVEL DEL AGUA 2.30 0.05 0.05 0.90 VARILLA No 3 2 No 3 CORRIDO 0.40 PIN No 3 A 0.30 ( L: 0.40) VIGA PERIMETRAL ESCALON No 4 @ 0.30 4 No 3 + EST. No 2 @ 0.15 ARMADO DE LOSA VARILLA No 3 NIVEL FINAL DE LOSA GOTA 0.125 PERFIL A 1"*1"*1/4" LAMINA 1/8" PERFIL PLANO DE L 8"*2" VARILLA DE HIERRO No 3 A L 4 No 3 CORRIDOS + EST. No 2 @ 0.15 0.30 0.125 \C5;VIGA PERIMETRAL DE ACCESO \C5;DETALLES DE ACCESO \C5;PLANTA DETALLE DE ARMADO DE VIGA V-2 SIN ESCALA PIN No 3 @ 0.30 2 No @ 0.15 2 No 4 CORRIDO 2 No 5 2 No 4 CORRIDO 2 No @ 0.15 2 No 5 \C5;DETALLE DE ARMADO DE VIGA PERIMETRAL SIN ESCALA 0.25 0.15 0.40 0.30 VARILLA DE HIERRO No 3 EST. No 2 @ 0.15 EST. No 3 +1 No 3 EST. No 2 @ 0.15 LOSA 3 No4 LOSA 2 No. 4 + 1 No 3 2 No 4 + 1 No 3 LOSA 4 No 4 + EST. No 2 @0.10 \C5;SECCION A-A' SIN ESCALA \C5;SECCION D-D'\C3; SIN ESCALA \C5;SECCION C-C'\C3; SIN ESCALA 0.125 0.40 0.275 0.20 0.175 0.125 0.30 0.20 0.30 0.40 0.275 0.125 0.125 B B B B B B B B B B B T T T T R R R R No 3 @ 0.25 0.50 0.25 T: TENSION B: BASTON R: RIEL TODOS No 3 \C5;DETALLE DE ARMADO DE LOSA SIN ESCALA \C5;MURO PARA TANQUE ENTERRADO ESCALA: 1:50 \C5;MURO PARA TANQUE DOBLE \C5;MURO PARA TANQUE FUERA DE TIERRA ESCALA: 1:50 ESCALA: 1:50 6.80 6.80 0.80 15.20 e 0.40 L 0.40 e e 0.40 0.40 e \C5;PLANTA ACOTADA ESCALA: 1:125 \C5;SECCION B-B' ESCALA: 1:100 \C5;SECCION A-A' ESCALA: 1:100 C' C A A' B B' 0.30 0.10 0.05 ESCALA: 1:12.5 NOTA: -LOS ESCALONES DEBERAN PROTEGERSE CON DOS MANOS DE PINTURA ANTICORROSIVA -ENTRE LOS CORRIMIENTOS DE LOS MUROS DE MAMPOSTERIA Y LA VIGA PERIMETRAL DEBERA COLOCARSE UNA CAPA DE MATERIAL BITUMINOSO O PLASTICO PARA EVITAR ADHERENCIA 2 CODOS Ø 4"x90 PVC 1 NIPLE Ø 4" PVC L: 0.45 1 NIPLE Ø 4" PVC L: 0.20 1 NIPLE Ø 4" PVC L: 0.10 LA VENTILACION DEBERA DE RECUBRIRSE CON FERROCE- MENTO (MALLA) DE GALLINERO Y MORTERO ) ESPECIFICACIONES CONCRETO EL CEMENTO PARA TODOS LO ELENTROS ESTRUCTURALES DEBERA CUMPLIR COMO MINIMO CON UN F'c: 210kg/cm2 \LAGREGADOS LOS AGREGADOS ESTARAN LIMPIOS Y BIEN GRADUADOS LIBRES DE IMPUREZAS Y MAERIA ORAGANICA, EL TAMA- ÑO NOMINAL DE AGREGADO SERA DE 3/4" PARA ELE- MENTOS ESTRUCTURALES \LAGUA EL AGUA EMPLEADA EN EL MEZCLADO DEL CONCRETO DEBERA DE SER LIMPIA Y LIBRE DE CANTIDADES PER- JUDICIALES DE ACEITES Y ACIDOS, ALCALIS, SALES, MA- TERIAL ORGANICO U OTRAS SUSTANCIAS QUE PUEDAN SER NOCIVAS AL CONCRETO O ACERO DE REFUERZO ACERO DE REFUERZO EL ACERO DE REFUERZO DEBE SER CORRUGADO GARANTIZADO UN Fy: 2810kg/cm. \LPROTECCION DE CONCRETO PARA REFUERZO DEBERA PROPORCIONARSE UN RECUBRIMIENTO MINIMO DE 20 cm EN LOSA Y 4.0 cm EN VIGAS PARA LA ADHERENCIA DEL FERROCEMENTO A LA TUBERIA PVC SE DEBE HACER LO SIGUIENTE: 1) APLICAR UNA O DOS MANOS DE PINTURA DE ACEITE EN LA TUBERIA 2) CON LA PINTURA FRESCA SE LE AGREGA RAZONABLEMENTE ARENA DE RIO 3) INMEDIATAMENTE DESPUES DE LO ANTE- RIOR SE COLOCA LA MALLA DE GALLINERO Y SE AGREGA SABIETA. \A1;TRASLAPES, EMPALMES Y LONG. DE ANCLAJE LA LONGITUD DE DESARROLLO MINIMO SERA Ø BARRA \S3#8;" \S1#2;" \S5#8;" \S3#4;" \S7#8;" LONG. (cm) 30 30 45 50 73 \L MAMPOSTERIA DE PIEDRA PIEDRA: DEBERA SER SAN SIN GRIETAS NI FRAGMENTACION MARCADA Y DE LA MAYOR DENDSIDAD POSIBLE, DEBERA TENER DUREZA BASALTICA O SIMILAR, ES DECIR QUE SU DUREZA NO SE ALTERE CON LA INTERPERIE EL TAMAÑO DE LA PIEDRA SERA ENTRE OJO A 0.30 Y DEBERA SER PER- FECTAMENTE AGULOSA Y NO REDONDA. \LMORTERO LA PROPORCION DEL MORTERO SERA DE 1 \S1#4;":3 CEMENTO CAL Y ARENA DE RIO \LPARAMETRO DE DISEÑO CM: 325 kg/m2 CV: 100 kg/m2 VS: 12 + / m ASUMIDO MAMPOSTERIA PIEDRA: 2000kg/m2 AGUA: 1000 kg/m2 f'c: 210 kg/cm2 f'c: 2810 kg/cm2 LOCALIZACION DE VIGA TIPO 2 Y COLUMNA LARGO (L) CAPACIDAD DE ALMAZENAMIENTO DOS CAMARAS (m2) L / 2 L / 2 L / 2 L / 3 L / 3 L / 3 e: PARA MUROS EXPUESTOS e: PARA MUROS ENTERRADOS ALTURA DE AGUA CONSTANTE 2.30 3.20 4.00 4.80 5.80 6.40 8.00 9.80 11.20 12.80 100 125 150 175 200 250 300 350 400 PVC Ø 4" @ 1.00 NIVEL DE SUELO 0.05 \C5;DETALLE DE VENTILACION ESCALA: 1:10 175, 200, 250, 350, 400 METROS CUBICOS A A' A A' No 2 @ 0.10 2 No 5 2 No 4 CORRIDO + 2 BASTONES No 3 ( L:Y) 0.40 VIGA-2 2 No 4 CORRIDO + 2 BASTONES No 5 ( L: 2*V + 0.40 ) EST. No 2 @ 0.05 EST. No 2 @ 0.05 0.30 0.30 2 No 4 2 No 5 CORRIDO + 1 BASTON No 5 ( L: 2 ) EST. No 2 @ 0.05 0.30 PIN No 3 @ 0.20 0.40 2 No 3 VIGA PERIMETRAL 0.44 0.27 VARIABLE 0.50 SIN ESCALA DETALLE DE ARMADO DE VIGA V- 1 D D' D D' 0.50 0.25 2 No 3 VIGA PERIMETRAL VIGA-2 2 No 4 CORRIDO + 2 BASTONES No 4 ( L: 2*V + 0.40 ) Y: LONGITUD DEL BASTON SERA IGUAL A 1/6" DE LA LUZ DE LA VIGA 2 No @ 0.15 2 No @ 0.15 2 No 4 CORRIDO + 1 BASTONES No 3 ( L:Y) 2 No 4 CORRIDO + 2 BASTONES No 3 ( L:Y) 0.1 EST. No 2 @ 0.05 EST. No 2 @ 0.05 0.30 0.30 EST. No 2 @ 0.05 0.30 0.40 0.27 3.70

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