Storage Tank DWG Full Project for AutoCAD

Storage Tank DWG Full Project for AutoCAD

Storage tank for drinking water; It can be adapted to any type of project. Plant – Construction Details

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

motorway caracas la guaira, royal street of flowers, west park, street worker neighborhood, Miguel Antonio street expensive, street line, arq margarita padron, c.i.v., structure:, ing. Josefina Renaud, c.i.v., ing. jesus sanchez, c.i.v., scale, work module, metallic structure, Bracing tubes, concrete strength, ipe fy profiles, steel bars, materials, electrodes: finished penetration, ft fy bolts, Any modification that is required must be consulted duly authorized by the professional of not being any change for a minimum that is without it exonerates him of any responsibility on the project, the information contained in this map is exclusive for this which was conceived in the calculation conditions indicated in the report so that its partial total use is forbidden if the conditions are not identical to those used for the calculation of this project., according to architecture, verify measures levels in, before starting structure on site, please read descriptive memory, notes, steel in plates, tubes columns, mouth of visit, pulmo of the hydropneumatic, s.c.i. pumps, system, pulmo of the hydropneumatic, pumps a.b., system, pumps a.b., scale, column sections, lig. lig., conducven profiles, plates other profiles, steel bars, concrete strength, materials, f’c, ing. Alberto r. urdaneta a., esc, sections of beams, its T., mouth of visit, variable height see detail in section, division wall, water level, air chamber, water level, mouth of visit, pulmo of the hydropneumatic, pumps a.b., s.c.i. pumps, camera, camera ii, s.c.i., storage tanks, minimum dimensions of the booth, minimum free height of the house:, mouth of visit, water level, air chamber cm. minimum, water level, mouth of visit, minimum dimensions of the booth, minimum free height of the house:, rep., rep., perimeter wall, as sup., as inf, stand, Auxiliary beams scale, both faces, central, side, storage tank scale, its T., as sup., as inf, other auxiliary beams, rep., mesh, bottom plant scale, central pavement camera thickness cm. double maya, perimeter wall, intertank wall, interchamber wall, perimeter wall, Intense wall, interchamber wall, plant top cover, solid thickness cm., perimeter wall, intertank wall, beam, side, central, intertank wall, perimeter wall, solid thickness cm., reinforcement lid slab, as sup., as inf, its T., beams under the house, see note on coating

Raw text data extracted from CAD file:

15-20-34 07 15-20-48 15-20-37 06 06 09 08 11 10 12 38 32 21 15-21-04 24 22 23 01 19 24 23 33 10 11 14 15 16 13 12 18 17 30 29 28 27 31 26 25 05 06 07 09 08 36 37 34 35 07 08 06 05 20 02 01 17 19 18 03 04 15-21-04 AUTOPISTA CARACAS - LA GUAIRA CALLE REAL DE LOS FLORES PARQUE DEL OESTE CALLE BARRIO OBRERO CALLE MIGUEL ANTONIO CARO CALLE LA LINEA ARQ. MARGARITA PADRON C.I.V. 81.034 Estructura: ING. JOSEFINA RENAUD C.I.V. 39.418 ING. JESUS SANCHEZ C.I.V. 173.989 escala modulo de trabajo Estructura Metalica piso1 TUBOS ARRIOSTRAMIENTOS Fy= 3515 Kg/cm2 RESISTENCIA DEL CONCRETO Fy= 250 Kg/cm2 F.D.=9% PERFILES HEA, HEB, IPE A36 Fy = 2530 Kg/cm2 ACERO EN BARRAS (CABILLAS) Fy= 4200 Kg/cm2 MATERIALES ELECTRODOS: E60XX PENETRACION E70XX ACABADO PERNOS A325 (CR): Ft = 6330 Kg/cm2 Fy = 3370 Kg/cm2 CUALQUIER CAMBIO O MODIFICACION QUE SE REQUIERA DEBE SER CONSULTADA Y DEBIDAMENTE AUTORIZADA POR EL PROFESIONAL RESPONSABLE, DE NO SE ASI, CUALQUIER CAMBIO REALIZADO, POR MINIMO QUE SE A, SIN SU AUTORIZACION, LO EXONERARA DE TODA RESPONSABILIDAD SOBRE EL PROYECTO LA INFORMACION CONTENIDA EN ESTE PLANO ES EXCLUSIVA PARA ESTE PROYECTO, EL CUAL FUE CONCEBIDO EN LAS CONDICIONES DE CALCULO INDICADAS EN LA MEMORIA DESCRIPTIVA, POR LO QUE SE PROHIBE SU USO TOTAL O PARCIAL SI LAS CONDICIONES NO SON IDENTICAS A LAS UTILIZADAS PARA EL CALCULO DE ESTE PROYECTO. SEGUN ARQUITECTURA Y VERIFICAR MEDIDAS Y NIVELES EN OBRA, ANTES DE COMENZAR ESTRUCTURA EN OBRA POR FAVOR LEER MEMORIA DESCRIPTIVA NOTAS ACERO EN PLANCHAS A36 Fy= 2530 Kg/cm2 TUBOS COLUMNAS A53-A Fy= 2300 Kg/cm2 \A1;0.25 \A1;14.50 \A1;0.25 \A1;14.50 \A1;0.25 \A1;2.50 \A1;0.25 \A1;14.88 \A1;14.88 \A1;2.75 \A1;32.50 \A1;0.25 \A1;2.75 \A1;4.00 \A1;2.75 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.25 \A1;2.80 \A1;0.20 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.50 \A1;0.25 \A1;9.50 \A1;0.25 \A1;10.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.50 \A1;1.75 \A1;0.50 \A1;0.75 \A1;135° \A1;0.25 \A1;0.75 \A1;2.25 \A1;0.25 \A1;0.25 \A1;1.25 \A1;1.75 \A1;0.25 \A1;0.15 \A1;11.05 \A1;0.15 \A1;11.35 \A1;0.15 \A1;6.28 \A1;0.15 \A1;6.58 \A1;.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.40 \A1;3.35 \A1;.25 \A1;4.00 \A1;.40 \A1;9.50 \A1;.40 \A1;10.30 \A1;.40 \A1;3.35 \A1;.25 \A1;4.00 \A1;.40 \A1;14.50 \A1;14.50 \A1;.30 \A1;2.50 \A1;.40 \A1;.80 \A1;.80 \A1;135° \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;5.54 \A1;1.68 \A1;6.55 \A1;1.68 BOCA DE VISITA BOCA DE VISITA PULMO DEL HIDRONEUMATICO BOMBAS S.C.I. \W9.92282; SISTEMA A PULMO DEL HIDRONEUMATICO BOMBAS A.B. \W9.97179; SISTEMA B 12.59914015212723 12.59914015212723 12.59914015212723 12.59914015212723 BOMBAS A.B. \A1;.20 5 5 \A1;0.30 \A1;0.50 N3 N4 N5 N6 N7 N8 \A1;.50 \A1;.40 \A1;1.20 \A1;.40 \A1;3.60 \A1;4.00 \A1;.20 \A1;4.18 \A1;4.18 \A1;4.18 \A1;4.18 \A1;4.18 \A1;4.18 \A1;4.18 \A1;2.50 ESCALA 1:10 SECCIONES DE COLUMNAS 5 5 5 5 5 5 LIG. d 3/8" x 1.30 + LIG. d 3/8" x 1.06 4 d 3/4" 4 d 5/8" \A1;CASETA \A1;.40 \A1;9.50 \A1;.40 \A1;10.30 \A1;.80 \A1;.30 \A1;1.20 \A1;.40 \A1;2.50 \A1;.50 \A1;1.14 \A1;.75 \A1;.75 \A1;1.45 \A1;1.45 \A1;.25 \A1;.40 \A1;3.60 \A1;4.00 \A1;.20 \A1;1.14 \A1;1.14 \A1;1.20 \A1;.25 \A1;1.20 \A1;.20 \A1;.20 \A1;.60 \A1;EST. d 3/8" @ 0.25 \A1;.25 \A1;14.50 \A1;.25 \A1;2.50 \A1;.40 \A1;9.50 \A1;.40 \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;4.179 \A1;.40 \A1;14.80 \A1;.40 \A1;4.179 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 PERFILES CONDUVEN (ECO) PERNOS, PLANCHAS Y OTROS PERFILES ACERO EN BARRAS RESISTENCIA DEL CONCRETO MATERIALES f'c = 250 Kg/cm2 fy = 4200 Kg/cm2 fy = 3515 Kg/cm2 fy = 2500 Kg/cm2 Ing. Alberto R. Urdaneta A. \A1;2.800 \A1;1.75 \A1;2.25 \A1;2.800 \A1;.40 \A1;9.50 \A1;.40 \A1;10.30 \A1;.60 \A1;EST. d 3/8" @ 0.25 1 V-C .25 x .45 .25 x .45 1 V-A \A1;.40 \A1;.40 \A1;.25 \A1;.25 \A1;.19 \A1;.19 ESC. 1:10 SECCIONES DE VIGAS 5 5 2 EST. d 3/8" x 1.54 5 5 5 5 \A1;0.60 \A1;0.40 \A1;0.45 \A1;0.17 \A1;0.45 \A1;0.17 BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA A A 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 Altura variable Ver detalle en seccion "A" Muro de Division NIVEL DEL AGUA CAMARA DE AIRE 20cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DEL AGUA 5 5 5 5 BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA PULMO DEL HIDRONEUMATICO BOMBAS A.B. BOMBAS S.C.I. 5 5 5 5 5 5 5 5 CAMARA I CAMARA II S.C.I. TANQUES DE ALMACENAMIENTO DIMENSIONES MINIMAS DE LA CASETA ALTURA LIBRE MINIMA DE LA CASETA: 2.80m BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DEL AGUA CÁMARA DE AIRE \W3.42526; 20 cm. mínimo 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DEL AGUA BOCA DE VISITA BOCA DE VISITA BOCA DE VISITA DIMENSIONES MINIMAS DE LA CASETA ALTURA LIBRE MINIMA DE LA CASETA: 2.80m 5 5 5 5 5 5 5 5 d 5/8" x 5.30 @ 0.30 d 5/8" x 4.00 @ 0.30 d 1/2" x 3.00 @ 0.30 d 1/2" x 4.60 @ 0.30 5 5 5 5 5 5 REP. d 1/2" @ 0.20 5 d 1/2" x 3.00 @ 0.30 REP. d 1/2" @ 0.20 MURO PERIMETRAL \H0.41667x;ESCALA 1:20 5 5 5 5 5 5 5 5 d 1/2" x 3.00 @ 0.20 d 1/2" x 2.00 @ 0.20 d 1/2" x 3.00 @ 0.20 d 5/8" x 3.00 @ 0.20 d 5/8" x 3.00 @ 0.20 d 5/8" x 3.00 @ 0.20 d 5/8" x 3.00 @ 0.20 d 1/2" x 4.50 @ 0.20 d 5/8" x 4.50 @ 0.20 d 5/8" x 4.50 @ 0.20 d 5/8" x 4.50 @ 0.20 d 1/2" x 9.00 @ 0.20 d 1/2" x 4.50 @ 0.20 d 1/2" x 8.00 @ 0.20 As sup. As inf. A B C D E F G H J CASETA 5 5 5 5 5 5 5 5 5 5 d 1/2" x 5.00 @ 0.20 5 5 5 5 5 5 VIGAS AUXILIARES ESCALA 1:50 5 5 5 5 ambas caras 5 5 5 5 5 5 5 d 1/2" x 3.60 @ 0.30 d 1/2" x 3.10 @ 0.30 central lateral TANQUE DE ALMACENAMIENTO ESCALA 1:200 5 EST. d 3/8" @ 0.25 As sup. As inf. OTRAS VIGAS AUXILIARES REP. d 1/2" @ 0.20 REP. d 1/2" @ 0.20 MALLA 100x100x5 MALLA 100x100x5 MALLA 100x100x5 MALLA 100x100x5 d 1/2" x 5.00 @ 0.30 d 1/2" x 3.00 @ 0.20 5 3 d 7/8" x 10.90 3 d 7/8" x 10.90 2 d 7/8" x 3.00 2 d 7/8" x 3.00 2 d 7/8" x 6.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DEL FONDO ESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 PAVIMENTO CENTRAL \W2.61624; CÁMARA 1 \W7.01340; ESPESOR = 20 cm. \W6.93131; doble maya \W9.32268; 100 x 100 x 5 x 5 PAVIMENTO CENTRAL \W2.38170; CÁMARA 2 \W7.01340; ESPESOR = 20 cm. \W6.93131; doble maya \W9.32268; 100 x 100 x 5 x 5 \W5.74227; MURO PERIMETRAL MURO INTERTANQUES MURO INTERCÁMARAS \W5.74227; MURO PERIMETRAL MURO ÍNTERTANQUES \H0.41667x;ESCALA 1:20 MURO INTERCÁMARAS \H0.41667x;ESCALA 1:20 A B C D E F G H J A B C D E F G H J 5 PLANTA DE LA TAPA ESCALA 1:50 \W2.93843; L - 1 \W6.27369; MACIZA ESPESOR = 25 cm. \W5.74227; MURO PERIMETRAL \W5.74227; MURO PERIMETRAL MURO INTERTANQUES VIGA 40 x 60 VIGA 40 x 60 VIGA 40 x 60 VIGA 40 x 60 VIGA 40 x 60 VIGA 40 x 60 5 5 lateral central 5 MURO INTERTANQUES \W5.74227; MURO PERIMETRAL \W5.74227; MURO PERIMETRAL \W2.93843; L - 1 \W6.27369; MACIZA ESPESOR = 25 cm. REFUERZO LOSA DE TAPA \H0.41667x;ESCALA 1:50 5 5 5 5 5 As sup. As inf. 3 d 1" x 10.90 EST. d 3/8" @ 0.25 VIGAS BAJO LA CASETA 3 d 1" x 10.90 2 d 1" x 3.00 2 d 1" x 3.00 2 d 1" x 6.00 V C 0.40 x 0.60 0.40 x 0.60 V A=B V E=F 0.40 x 0.60 0.40 x 0.60 V D=G VER NOTA SOBRE RECUBRIMIENTO VER NOTA SOBRE RECUBRIMIENTO VER NOTA SOBRE RECUBRIMIENTO VER NOTA SOBRE RECUBRIMIENTO

Language	Spanish
Drawing Type	Full Project
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	adapted, assorted, autocad, construction, details, drinking, DWG, full, plant, Project, storage, storage tank, tank, type, water, water tank