Concrete Tank DWG Block for AutoCAD

PLANT STRUCTURE; FOUNDATIONS

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

Reinforced bottom slab: short lengthwise in two layers solid slab with thickness of, Wall breaking vertical horizontal armed in two beds, Carcamo, Reinforce carcamo contour with, Staircase marine angle of pipe with mechanical plate of, Reinforcement for access to the extra breakwater wall, Wall breaking vertical horizontal armed in two beds, Lts., Net air, Reinforce carcamo contour with, Solid slab lid slab with thick grille arming rod in both directions, Horizontal double-armed, Vertical reinforcement to three bolillo in two layers, Corner, Reinforce the registration boundary with, Corner, Horizontal double-armed, Vertical arming in two layers, Horizontal double-armed, Solid slab lid slab with thick grille arming rod in both directions, Reinforce end with, Reinforce the registration boundary with, Reinforced bottom slab: short lengthwise in two layers solid slab with thickness of, Corner, Corner, Vertical separators, Separators in both directions, Corner around the wall between the bottom slab

Raw text data extracted from CAD file:

0.10 \A1;0.35 1.30 0.60 0.80 0.13 2.98 0.70 0.60 0.70 0.20 0.20 2.40 0.15 10.00 0.24 0.59 2.40 10.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;8.70 \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.75 \A1;0.14 \A1;0.25 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.15 \A1;0.15 \A1;0.20 \A1;9.00 \A1;10.40 \A1;1.50 \A1;1.50 \A1;1.30 \A1;0.60 \A1;0.80 \A1;0.90 \A1;0.40 \A1;1.50 \A1;0.27 \A1;10.40 \A1;2.40 \A1;1.50 \A1;1.50 \A1;0.20 \A1;2.70 \A1;0.60 \A1;0.45 \A1;2.00 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.20 \A1;10.00 \A1;0.20 \A1;0.45 \A1;0.60 \A1;0.25 0.35 0.41 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;8.70 \A1;0.20 \A1;10.40 \A1;0.70 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.60 \A1;0.45 \A1;2.00 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.20 \A1;10.00 \A1;0.20 \A1;0.45 \A1;0.60 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.35 2.00 \A1;0.15 \A1;1.95 \A1;0.13 \A1;0.60 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.27 \A1;0.135 \A1;0.45 \A1;0.60 \A1;0.45 \A1;0.24 \A1;0.28 \A1;0.28 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.22 \A1;4.925 \A1;0.15 \A1;3.925 \A1;0.25 1.21 \A1;0.25 5 LOSA DE FONDO armado: VAR.d3/8″@20cm en sentido corto y VAR.d3/8″@30cm en sentido largo EN DOS CAPAS losa maciza con espesor de 15cm MURO ROMPEOLAS ARMADO HORIZONTAL Y VERTICAL espesor=15cm VAR.d3/8″@20cm EN DOS LECHOS 5 5 CARCAMO 5 5 REFORZAR CONTORNO de carcamo CON 4 VAR.d3/8″ ESCALERA MARINA ANGULO DE 1 \S1/2;x\S1/8;” CON TUBO MECANICO DE 1″ PLACA DE 10x10xm DE \S3/8;” 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REFUERZO PARA ACCESO DEL MURO DE ROMPEOLAS 1 VAR.d3/8″ extra MURO ROMPEOLAS ARMADO HORIZONTAL Y VERTICAL espesor=15cm VAR.d3/8″@20cm EN DOS LECHOS \T1.2;P R O Y E C C I Ó N D E V O L A D O \T1.2;CISTERNA 50000 LTS. 5 5 \T1.2;altura neta 2.50m + aire (0.20) 5 z a p a t 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 Reforzar contorno del carcamo con Var.d3/8″ @10cm L=1.50m 5 5 z a p a t a z a p a t a 5 5 5 LOSA DE TAPA Losa maciza con espesor de 13cm armado de parrilla : Varilla de d3/8″@27cm, EN AMBOS SENTIDOS ARMADO HORIZONTAL H=0.00-0.75m VAR.d3/8″@14cm H=0.75-2.85m VAR.d3/8″@25cm EN DOS CAPAS ARMADO VERTICAL VAR.d3/8″@30cm al tres bolillo EN DOS CAPAS 5 5 \A1;Refuerzo de esquina Var.d1/2″ @12.5cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Reforzar contorno del Registro con Var.d3/8″ @13.5cm L=1.50m 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.10 5 5 5 \A1;Refuerzo de esquina Var.d1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm ARMADO HORIZONTAL H=0.00-0.75m VAR.d3/8″@14cm EN DOS CAPAS ARMADO VERTICAL VAR.d3/8″@30cm EN DOS CAPAS 5 5 5 5 ARMADO HORIZONTAL H=0.75-2.70m VAR.d3/8″@25cm EN DOS CAPAS 5 5 5 LOSA DE TAPA Losa maciza con espesor de 13cm armado de parrilla : Varilla de Ø3/8″@27cm, EN AMBOS SENTIDOS 1.50 Reforzar extremo con 1Var.d3/8″ @13.5cm Reforzar extremo con 1Var.d3/8″ @13.5cm 5 5 Reforzar contorno del Registro con Var.d3/8″ @13.5cm L=1.50m 5 \A1;0.135 5 5 0.45 LOSA DE FONDO armado: VAR.d3/8″@20cm en sentido corto y VAR.d3/8″@30cm en sentido largo EN DOS CAPAS losa maciza con espesor de 15cm \A1;Refuerzo de esquina Var.d1/2″ @12.5cm 5 5 5 5 \A1;Refuerzo de esquina Var.d1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm 5 5 5 5 5 5 5 5 5 Separadores de Var.d3/8″ @28cm en sentido vertical H=0 a 0.75m Separadores de Var.d3/8″ @50cm en ambos sentidos \A1;Refuerzo de esquina Var.Ø1/2″@15cm al rededor de la cisterna, entre muro y la losa de fondo 5 5 5 5 5

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

Reinforced bottom slab: short lengthwise in two layers solid slab with thickness of, Wall breaking vertical horizontal armed in two beds, Carcamo, Reinforce carcamo contour with, Staircase marine angle of pipe with mechanical plate of, Reinforcement for access to the extra breakwater wall, Wall breaking vertical horizontal armed in two beds, Lts., Net air, Reinforce carcamo contour with, Solid slab lid slab with thick grille rod reinforcement in both directions, Horizontal two-layer assembly, Vertical reinforcement to three bolillo in two layers, Corner, Reinforce the contour of the record with, Corner, Horizontal two-layer assembly, Vertical arming in two layers, Horizontal two-layer assembly, Solid slab lid slab with thick grille rod reinforcement in both directions, Reinforce end with, Reinforce the contour of the record with, Reinforced bottom slab: short lengthwise in two layers solid slab with thickness of, Corner, Corner, Vertical separators, Separators in both directions, Corner around the wall between the bottom slab

Raw text data extracted from CAD file:

0.10 \A1;0.35 1.30 0.60 0.80 0.13 2.98 0.70 0.60 0.70 0.20 0.20 2.40 0.15 10.00 0.24 0.59 2.40 10.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;8.70 \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.75 \A1;0.14 \A1;0.25 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.15 \A1;0.15 \A1;0.20 \A1;9.00 \A1;10.40 \A1;1.50 \A1;1.50 \A1;1.30 \A1;0.60 \A1;0.80 \A1;0.90 \A1;0.40 \A1;1.50 \A1;0.27 \A1;10.40 \A1;2.40 \A1;1.50 \A1;1.50 \A1;0.20 \A1;2.70 \A1;0.60 \A1;0.45 \A1;2.00 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.20 \A1;10.00 \A1;0.20 \A1;0.45 \A1;0.60 \A1;0.25 0.35 0.41 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;8.70 \A1;0.20 \A1;10.40 \A1;0.70 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.60 \A1;0.45 \A1;2.00 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.20 \A1;10.00 \A1;0.20 \A1;0.45 \A1;0.60 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.35 2.00 \A1;0.15 \A1;1.95 \A1;0.13 \A1;0.60 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.27 \A1;0.135 \A1;0.45 \A1;0.60 \A1;0.45 \A1;0.24 \A1;0.28 \A1;0.28 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.22 \A1;4.925 \A1;0.15 \A1;3.925 \A1;0.25 1.21 \A1;0.25 5 LOSA DE FONDO armado: VAR.d3/8″@20cm en sentido corto y VAR.d3/8″@30cm en sentido largo EN DOS CAPAS losa maciza con espesor de 15cm MURO ROMPEOLAS ARMADO HORIZONTAL Y VERTICAL espesor=15cm VAR.d3/8″@20cm EN DOS LECHOS 5 5 CARCAMO 5 5 REFORZAR CONTORNO de carcamo CON 4 VAR.d3/8″ ESCALERA MARINA ANGULO DE 1 \S1/2;x\S1/8;” CON TUBO MECANICO DE 1″ PLACA DE 10x10xm DE \S3/8;” 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REFUERZO PARA ACCESO DEL MURO DE ROMPEOLAS 1 VAR.d3/8″ extra MURO ROMPEOLAS ARMADO HORIZONTAL Y VERTICAL espesor=15cm VAR.d3/8″@20cm EN DOS LECHOS \T1.2;P R O Y E C C I Ó N D E V O L A D O \T1.2;CISTERNA 50000 LTS. 5 5 \T1.2;altura neta 2.50m + aire (0.20) 5 z a p a t 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 Reforzar contorno del carcamo con Var.d3/8″ @10cm L=1.50m 5 5 z a p a t a z a p a t a 5 5 5 LOSA DE TAPA Losa maciza con espesor de 13cm armado de parrilla : Varilla de d3/8″@27cm, EN AMBOS SENTIDOS ARMADO HORIZONTAL H=0.00-0.75m VAR.d3/8″@14cm H=0.75-2.85m VAR.d3/8″@25cm EN DOS CAPAS ARMADO VERTICAL VAR.d3/8″@30cm al tres bolillo EN DOS CAPAS 5 5 \A1;Refuerzo de esquina Var.d1/2″ @12.5cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Reforzar contorno del Registro con Var.d3/8″ @13.5cm L=1.50m 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.10 5 5 5 \A1;Refuerzo de esquina Var.d1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm ARMADO HORIZONTAL H=0.00-0.75m VAR.d3/8″@14cm EN DOS CAPAS ARMADO VERTICAL VAR.d3/8″@30cm EN DOS CAPAS 5 5 5 5 ARMADO HORIZONTAL H=0.75-2.70m VAR.d3/8″@25cm EN DOS CAPAS 5 5 5 LOSA DE TAPA Losa maciza con espesor de 13cm armado de parrilla : Varilla de Ø3/8″@27cm, EN AMBOS SENTIDOS 1.50 Reforzar extremo con 1Var.d3/8″ @13.5cm Reforzar extremo con 1Var.d3/8″ @13.5cm 5 5 Reforzar contorno del Registro con Var.d3/8″ @13.5cm L=1.50m 5 \A1;0.135 5 5 0.45 LOSA DE FONDO armado: VAR.d3/8″@20cm en sentido corto y VAR.d3/8″@30cm en sentido largo EN DOS CAPAS losa maciza con espesor de 15cm \A1;Refuerzo de esquina Var.d1/2″ @12.5cm 5 5 5 5 \A1;Refuerzo de esquina Var.d1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm \A1;Refuerzo de esquina Var.Ø1/2″ @12.5cm 5 5 5 5 5 5 5 5 5 Separadores de Var.d3/8″ @28cm en sentido vertical H=0 a 0.75m Separadores de Var.d3/8″ @50cm en ambos sentidos \A1;Refuerzo de esquina Var.Ø1/2″@15cm al rededor de la cisterna, entre muro y la losa de fondo 5 5 5 5 5