Elevated Tank DWG Detail for AutoCAD

Elevated Tank DWG Detail for AutoCAD

Structural detail of an elevated tank of 10, 000 gallons

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

anchoring of the castle, in the shoe, armed with the shoe, distribution of the rings, section, section in the supports, distribution of the main reinforcement, section in the clearing, detail of reinforced upper slab, republic of Honduras, autonomous national service of aqueducts and sewers, sanaa, potable water supply systems, front view, rose :, drew:, designed :, revised :, approved :, community: colony christ rey, village el bálsamo, municipality: el progreso, department: yoro, detail of insulated shoe, column detail, side view, in the lower slab of the tank, in the upper slab of the tank

Raw text data extracted from CAD file:

\A1;1.60 mts. \A1;10.00 mts. \A1;4.00 mts. \A1;2.90 mts. \A1;3.10 mts. \A1;3.95 mts. \A1;2.95 mts. \A1;0.50 mts. \A1;1.10 mts. \A1;4.33 mts. \A1;1.60 mts. \A1;4.00 mts. \A1;2.90 mts. \A1;3.10 mts. \A1;2.95 mts. \A1;0.50 mts. \A1;1.10 mts. \A1;4.33 mts. \A1;10.00 mts. \A1;3.95 mts. \A1;4.65 mts. \A1;4.65 mts. \A1;4.65 mts. \A1;1.50 mts. \A1;1.50 mts. \A1;0.90 mts. \A1;4.65 mts. \A1;1.80 mts. \A1;1.80 mts. \A1;0.50 mts. \A1;11 varillas # 6 @ 16 cms. \A1;11 varillas # 6 @ 16 cms. \A1;0.10 mts. \A1;0.32 mts. \A1;0.32 mts. \A1;L \A1;L/5 \A1;L/5 \A1;L/5 \A1;L/5 \A1;S\~=\~20 cms. \A1;s\~=\~15 cms. \A1;s\~=\~15 cms. \A1;4.01 mts. \A1;(0.71 mts.) Anillos # 3 @ 15 cms. \A1;(2.60 mts.) Anillos # 3 @ 20 cms. \A1;(0.71 mts.) Anillos # 3 @ 15 cms. \A1;0.20 mts. \A1;0.50 mts. \A1;6.15 mts. \A1;(0.71 mts.) Anillos # 3 @ 15 cms. \A1;(4.73 mts.) Anillos # 3 @ 20 cms. \A1;(0.71 mts.) Anillos # 3 @ 15 cms. \A1;1.54 mts. \A1;3.07 mts. \A1;1.54 mts. \A1;1.12 mts. \A1;0.42 mts. \A1;1.12 mts. \A1;0.42 mts. \A1;0.65 mts. \A1;1.77 mts. \A1;0.65 mts. \A1;0.20 mts. \A1;0.35 mts. \A1;0.15 mts. \A1;0.20 mts. \A1;0.35 mts. \A1;0.15 mts. \A1;(0.71 mts.) Anillos # 3 @ 15 cms. \A1;(2.93 mts.) Anillos # 3 @ 20 cms. \A1;4.35 mts. \A1;(0.71 mts.) Anillos # 3 @ 15 cms. \A1;2.17 mts. \A1;1.09 mts. \A1;1.09 mts. \A1;0.77 mts. \A1;0.32 mts. \A1;0.77 mts. \A1;0.32 mts. \A1;0.65 mts. \A1;0.87 mts. \A1;0.65 mts. \A1;0.20 mts. \A1;0.25 mts. \A1;0.15 mts. \A1;0.25 mts. \A1;0.15 mts. \A1;0.20 mts. \A1;5.55 mts. \A1;5.81 mts. \A1;5.81 mts. \A1;4.65 mts. \A1;4.65 mts. \A1;0.60 mts. \A1;0.60 mts. \A1;0.45 mts. \A1;1.85 mts. \A1;0.15 mts. \A1;0.15 mts. \A1;0.67 mts. \A1;1.24 mts. \A1;0.67 mts. \A1;0.74 mts. \A1;0.74 mts. \A1;0.05 mts. \A1;0.05 mts. \A1;0.05 mts. \A1;0.05 mts. \A1;0.95 mts. \A1;0.95 mts. \A1;1.84 mts. \A1;0.44 mts. \A1;0.44 mts. \A1;0.10 mts. \A1;0.10 mts. \A1;4.65 mts. \A1;4.65 mts. \A1;2.95 mts. \A1;1.45 mts. \A1;0.15 mts. 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 5 5 5 11 varillas # 6 @ 16 cms. 11 varillas # 6 @ 16 cms. ANCLAJE DEL CASTILLO EN LA ZAPATA ARMADO DE LA ZAPATA 5 \A1;Recubrimiento 10 cms. \A1;8 varillas # 6 (castillo) 0.0 0.0 \A1;8 varillas # 6 Anillos # 3 L L/5 L/5 L/5 L/5 S\~=\~20 cms. s\~=\~15 cms. s\~=\~15 cms. 5 (<>) Anillos # 3 @ 15 cms. (<>) Anillos # 3 @ 20 cms. (<>) Anillos # 3 @ 15 cms. \A1;3 varillas # 6 \A1;3 varillas # 6 V-1 V-1 V-1 V-1 V-1 V-1 0.0 0.0 \A1;Recubrimiento 4 cms. \A1;Recubrimiento 4 cms. \A1;6 varillas # 6 \A1;Anillos # 3 DISTRIBUCIÓN DE LOS ANILLOS SECCIÓN -4.26419563840021 DISTRIBUCIÓN DE LOS ANILLOS (4.73 mts.) Anillos # 3 @ 20 cms. 6.15 mts. -4.26419563840021 \A1;Recubrimiento 4 cms. \A1;6 varillas # 6 \A1;Anillos # 3 SECCIÓN EN LOS APOYOS 3.07 mts. 1.54 mts. \A1;3 varillas # 6 2 varillas # 6 1.54 mts. DISTRIBUCIÓN DEL REFUERZO PRINCIPAL 1.12 mts. 0.42 mts. 1.12 mts. \A1;1 varilla # 6 0.42 mts. 5 1.77 mts. 5 -4.26419563840021 0.9864967541311671 0.9864967541311671 -1.818089008176941 SECCIÓN EN EL CLARO -1.818089008176941 \A1;Recubrimiento 4 cms. \A1;Anillos # 3 \A1;6 varillas # 6 -1.818089008176941 0.77 mts. 1.09 mts. -5.703361685663168 SECCIÓN EN EL CLARO -5.703361685663168 DISTRIBUCIÓN DEL REFUERZO PRINCIPAL 2.17 mts. 0.87 mts. -5.703361685663168 0.32 mts. \A1;3 varillas # 5 \A1;1 varilla # 5 2 varillas # 5 1.09 mts. 0.77 mts. 0.32 mts. 5 -5.703361685663168 -5.603361685663169 4.35 mts. -5.703361685663168 SECCIÓN EN LOS APOYOS (2.93 mts.) Anillos # 3 @ 20 cms. DISTRIBUCIÓN DE LOS ANILLOS -5.603361685663169 -5.703361685663168 5 \A1;6 varillas # 5 \A1;Recubrimiento 4 cms. \A1;Anillos # 3 \A1;Recubrimiento 4 cms. \A1;6 varillas # 5 \A1;Anillos # 3 5 0.0 0.0 \A1;Varilla # 4 @ 15 cms. (lecho superior) \A1;Varilla # 4 @ 15 cms. longitud 1/3 del claro (lecho superior) \A1;Varilla # 4 @ 15 cms. longitud 1/3 de ambos claros (lecho superior) \A1;Varilla # 5 @ 20 cms. en ambas direcciones (lecho inferior) NOTA: el recubrimiento de la losa, tanto en el lecho superior como en el lecho inferior es de 2.50 cms. 5 NOTA: el recubrimiento de la losa, tanto en el lecho superior como en el lecho inferior es de 2.50 cms. 5 VIGA "V-2" VIGA "V-2" VIGA "V-3" \A1;Varilla # 3 @ 24 cms. (lecho inferior) 0.152032080069759 0.152032080069759 5 0.152032080069759 \A1;Varilla # 3 @ 24 cms. Anclaje armado de pared (lecho superior) \A1;Varilla # 3 Refuerzo del boquete Orificio de ventilación Tubo HG 3"Ø \A1;Proyección del hipoclorador \A1;Varilla # 3 @ 30 cms. (lecho superior e inferior) \A1;Varilla # 3 @ 30 cms. (lecho superior) \A1;Varilla # 3 @ 30 cms. (lecho inferior) 0.15 mts. 0.15 mts. Orificio de salida del hipoclorador ½"Ø -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.279438321987527 -1.350185816592472 -1.350185816592472 -1.350185816592472 -1.350185816592472 -1.350185816592472 -1.279438321987527 -2.473215960422003 \A1;Varilla # 3 @ 30 cms. (lecho superior e inferior) Varilla # 3 @ 30 cms. (lecho superior) \A1;Varilla # 3 @ 30 cms. (lecho superior) 8.938258553378688 A A DETALLE DE ARMADO DE LOSA SUPERIOR (Corte "A") Varilla # 5 Varilla # 4 5 5 Varilla # 5 @ 24 cms. (lecho exterior vertical) Varilla # 5 @ 24 cms. (lecho interior vertical) 5 Varilla # 4 @ 24 cms. (lecho exterior vertical) Varilla # 3 Varilla # 3 @ 15 cms. (lecho interior horizontal) Varilla # 3 @ 30 cms. (lecho exterior horizontal) Varilla # 5 @ 24 cms. (lecho interior vertical) \A1;Varilla # 5 @ 24 cms. (lecho exterior vertical) Varilla # 4 @ 24 cms. (lecho exterior vertical) \A1;Varilla # 3 @ 15 cms. (lecho interior horizontal) \A1;Varilla # 3 @ 30 cms. (lecho exterior horizontal) 0.15 mts. REPÚBLICA DE HONDURAS SERVICIO AUTÓNOMO NACIONAL DE ACUEDUCTOS Y ALCANTARILLADOS S A N A A SISTEMAS DE ABASTECIMIENTO DE AGUA POTABLE TANQUE ELEVADO DE 10,000 Gals. ELEVACIÓN LIBRE 10 Mts. VISTA FRONTAL LEVANTÓ: DIBUJÓ: DISEÑÓ: REVISÓ: APROBÓ: 01 01 COMUNIDAD: Colonia Cristo Rey, Aldea El Bálsamo MUNICIPIO: El Progreso DEPARTAMENTO: Yoro ESCALA: (Variable) FECHA: 4 de noviembre de 1999 DETALLE DE ZAPATA AISLADA DETALLE DE COLUMNA DETALLE DE VIGA (V-1) VISTA LATERAL VISTA LATERAL ARMADO DE LOSA INFERIOR (PISO) ARMADO DE LOSA SUPERIOR (TECHO) ARMADO DE LOSA INFERIOR (PISO) EN LA LOSA INFERIOR DEL TANQUE DETALLE DE VIGA (V-2) EN LA LOSA SUPERIOR DEL TANQUE DETALLE DE VIGA (V-3) ESCALA 1:30 ESCALA 1:100 ESCALA 1:100 ESCALA 1:45 ESCALA 1:40 ESCALA 1:40 ESCALA 1:40 ESCALA 1:80 ESCALA 1:100 ESCALA 1:100 ESCALA 1:100

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, agua, autocad, DETAIL, DWG, elevated, gallons, gas, híbrido, hybrid, hybrides, l'eau, reservoir, structural, tank, tanque, wasser, water