Elevated Tank Intze; Of Concrete DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

univ. street shock edson vicente, metal ladder layout, inzet tank, lantern, upper spherical shell, access chimney, lower spherical shell, open conical shell, cylindrical wall, armor arrangement in the lantern, front view, plan view, shell upper spherical, cylindrical shell wall, bottom truncated cone shell, lower spherical shell, access chimney, type columns, type beams, cross section, shoe, post, general notes.-, diagram

Raw text data extracted from CAD file:

Univ. Choque Calle Edson Vicente 3,70 18,20 3,17 3,64 3,64 3,64 3,64 6,30 4,71 1,50 2,40 0,90 2,82 3,29 3,29 3,29 3,47 1,80 0,90 1,80 2,10 0,64 1,41 10,50 0,50 R10,23 R7,64 \A1;0.30 \A1;0.15 \A1;0.83 \A1;19° \A1;0.10 \A1;0.50 \A1;0.15 \A1;2.40 \A1;0.90 \A1;0.80 \A1;0.15 \A1;4.35 \A1;0.23 \A1;0.23 \A1;0.10 \A1;0.15 \A1;0.13 \A1;1.34 \A1;0.10 POS (8) d8c/15 POS (7) d8c/15 POS (6) d8c/15 R0,90 R5,14 10,28 10,28 \A1;0.23 \A1;0.23 \A1;0.40 \A1;0.25 \A1;0.15 \A1;0.20 \A1;3.39 \A1;2.28 \A1;0.56 \A1;0.20 \A1;0.60 \A1;0.40 \A1;0.25 \A1;0.30 \A1;2.42 \A1;0.10 \A1;0.58 \A1;4.71 \A1;4.41 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.40 \A1;5.90 \A1;5.90 \A1;0.40 \A1;0.40 \A1;5.90 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.40 \A1;0.60 \A1;0.60 \A1;1.00 8,60 \A1;1.10 \A1;0.85 3,50 0.60 1.10 0.85 \A1;0.40 Esc. 1:100 Disposición de la Escalera Metálica Esc. 1:100 TANQUE INZET LINTERNA CASCARA ESFERICA SUPERIOR CHIMENEA DE ACCESO CASCARA ESFERICA INFERIOR CASCARA CONICA ABIERTA PARED CILINDRICA COLUMNA 1 COLUMNA 2 COLUMNA 3 VIGA 1 VIGA 2 VIGA 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 5 5 POS (1) d6c/15 POS (1) d6c/15 POS (2) 4d8 POS (3) Ed6c/20 POS (4) 20d12 POS (5) Ed6c/20 DISPOSICIÓN DE ARMADURA EN LA LINTERNA POS (5) Ed6c/20 POS (4) 20d12 5 5 5 5 Esc. 1:20 VISTA FRONTAL VISTA EN PLANTA 5 5 5 5 5 5 5 POS (6) d8c/15 POS (7) d8c/15 POS (9) Ed6c/20 POS (10) 6d12 5 5 5 5 5 5 5 5 Cáscara Esférica Superior Esc. 1:20 POS (8) d8c/15 POS (7) d8c/15 POS (6) d8c/15 VISTA FRONTAL VISTA EN PLANTA 5 5 5 5 POS (11) 2d12c/30 POS (12) 2x6d12c/30 POS (13) 2x3d12c/25 POS (14) 2x3d12c/20 POS (15) 2x3d12c/15 POS (16) 8d12 POS (17) Ed6c/20 Pared de la Cáscara Cilindrica Esc. 1:20 POS (34) 8d12 POS (35) d8c/25 POS (36) d8c/25 POS (37) 8d16 POS (35) d8c/25 POS (36) d8c/25 POS (38) 4d20 POS (35) d8c/25 POS (36) d8c/25 POS (37) 4d16 POS (18) POS (19) POS (20) POS (21) POS (22) Cáscara Troncocónica de Fondo Esc. 1:20 POS (24) POS (23) POS (27) POS (28) POS (26) POS (25) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cáscara Esférica Inferior Esc. 1:20 Chimenea de acceso Esc. 1:20 COLUMNAS TIPO Esc. 1:10 Columna 1 Columna 2 Columna 3 5 5 5 5 5 5 POS (29) 5d12 POS (30) 4d10 POS (31) Ed6c/20 POS (32) 4d12 POS (30) 4d10 POS (31) Ed6c/20 POS (33) 5d10 POS (30) 4d10 POS (31) Ed6c/20 POS (29) 5d12 POS (30) 4d10 POS (31) Ed6c/20 POS (32) 4d12 POS (30) 4d10 POS (31) Ed6c/20 POS (33) 5d10 POS (30) 4d10 POS (31) Ed6c/20 VIGAS TIPO VISTA FRONTAL Viga 1 Viga 1 Viga 2 Viga 2 Viga 3 Viga 3 CORTE TRANSVERSAL Esc. 1:50 Esc. 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 POS (39) 5d25 POS (40) 6d16 POS (41) d16c/30 POS (42) d16c/30 Zapata Esc. 1:20 VISTA FRONTAL VISTA EN PLANTA Esc. 1:100 5 5 5 5 5 5 5 5 0.60 1.10 0.85 POS (1) a b c c b POS a a b c POS POS a c b POS a c b b POS (27) a b b POS (1) a b c c b POS (2,8,10,11,12,13,14,15,16,19,20,21,23,25,26,28) a a b c POS (3,5,9,17,31) POS (6,7) a c b POS (18,24) a c b b POS (27) a b NOTAS GENERALES.- 2.- Agregado tamaño maximo 3/4″. 1.- Hormigon tipo H – 25 Mpa a los 28 dias 3.- Acero de refuerzo de alta resistencia AH – 420 MPa. VIGA 3 [cm] LOSA 2 [cm] 4.- Capacidad portante del terreno 1,75 daN/m2 5.- SE RECOMIENDA LOS VALORES DE RECUBRIMENTO MINIMO Tanque intze volumen 250 [m3] NOTAS GENERALES.- 2.- Agregado tamaño maximo 3/4″. 1.- Hormigon tipo H – 25 Mpa a los 28 dias 3.- Acero de refuerzo de alta resistencia AH – 420 MPa. VIGA 3 [cm] LOSA 2 [cm] 4.- Capacidad portante del terreno 1,75 daN/m2 5.- SE RECOMIENDA LOS VALORES DE RECUBRIMENTO MINIMO Tanque intze volumen 250 [m3] ESQUEMA 5 ESQUEMA 2d10c/15 2d16c/15 5d25 4d20 Ed10c/5 2d6c/25 2d10c/20 d6c/20 d6c/20 2d10c/15 2d10c/15 (2,8,10,11,12,13,14,15,16,19,20,21,23,25,26,28) (3,5,9,17,31) (6,7) (18,24)