Tank H°A° DWG Block for AutoCAD

Tank of H°A° Caoacity 100 m3for potable water , half buried

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

Pos, Pos, Pos, Pos, Pos, Armor s, note, Lower armor. Upper armature., Pos, Esc section, Pos, Pos, Cant, Iron sheet, Pos., scheme, Dist., Weight t., Lengths, partial, total, total, total of, Diameters, length, Weight ml, P. partial, Total weight, Materials sheet, bowl, cement, Cant, Unid., description, brick, Waterproof interior plaster, Exterior plaster, sand, gravel, Waterproofing additive, excavation, code, Brick masonry, Metric form, Cant, Unid., description, code, Mooring wire, Slab foundation foundation, Intersection of walls in plant without scale, Union central wall slab lid without scale, Union central wall foundation slab without scale, Wall, Pos, Slab cover, Wall, central, Slab of, Foundation, Wall, central, Union in crowning of wall with solid slab, Start of slab foundation wall, Board of, Clean moistened before, Concrete, Armed wall, Solid slab, Armed slab, Solid, Corridos, In coronation, Armed wall, Roughened wet, Key detail, Cutting, Keys of, Before concrete, Flouted, Brick stone, Reinforced upper slab, Lower arm, slab, Compacted base, Support spacers, Grill, Pos, location:, Indicated, cartoonist:, designer:, date:, reviewed:, scale:, code:, of the, Reinforced concrete, Tank of, Structural plan, location:, Indicated, cartoonist:, designer:, date:, reviewed:, Plan n., scale:, code:, of the, Reinforced concrete, Tank of, Structural plan

Raw text data extracted from CAD file:

\A1;8.20 \A1;0.60 \A1;8.20 \A1;8.20 \A1;8.20 \A1;3.20 \A1;0.60 \A1;0.60 \A1;0.60 \A1;3.19 \A1;0.20 \A1;0.20 \A1;7.80 \A1;0.20 \A1;0.20 \A1;7.80 \A1;3.10 \A1;0.40 \A1;0.15 \A1;0.20 \A1;8.20 \A1;2.00 \A1;0.20 \A1;0.20 \A1;7.80 \A1;2.35 \A1;8.20 \A1;0.20 \A1;0.20 \A1;3.80 \A1;3.80 \A1;0.20 \A1;0.15 \A1;0.20 \A1;2.00 \A1;2.35 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;Var. \A1;0.10 \A1;Var. \A1;5 \A1;4 5 5 5 POS 20 POS 16 17 POS POS 18 POS 23 POS 15 5 5 A B 7 POS POS 1 POS 2 POS 3 POS 6 POS 19 8 POS 9 POS POS 13 POS 22 POS 22 POS 21 POS 24 5 5 5 5 3.193294775404815 POS 14 5 5 7.80 5 5 7.80 5 B A 17 POS 3.099999924999992 POS 4 POS 5 ARMADURA LOSA TAPA ESC 1:50 NOTA Armadura inferior. Armadura superior. 0.3999999998000021 \A1;Chaflán POS 8 9 POS POS 11 POS 12 \A1;Chaflán 0.15 5 8.20 5 0.20 0.20 SECCION A-A ESC 1:50 SECCION B-B ESC 1:50 7.80 5 5 0.20 0.20 3.80 3.80 5 8 POS POS 9 0.15 5 <> 2.35 POS 8 POS 20 POS 13 POS 17 POS 20 POS 13 POS 23 POS 22 POS 16 10 POS 10 POS 8 POS POS 9 10 POS 22 POS POS 16 9 POS POS 21 CANT. PLANILLA DE FIERROS POS. ESQUEMA ø DIST. (m) (mm) PESO T. LONGITUDES (m) PARCIAL b a c KG/M TOTAL (kg) d e 1 2 3 4 5 6 7 8.1 30 8.3 249 221.61 8.7 20 8.9 178 158.42 8.1 52 9.2 478.4 425.78 8.1 30 8.3 249 221.61 8.7 20 8.9 178 158.42 8.1 52 8.3 431.6 384.12 3 3 3 9 8.01 2.1 410 2.3 943 584.66 8.1 100 8.1 810 324.00 8.1 20 8.1 162 144.18 8.1 42 8.22 345.24 138.10 7.32 10 7.50 75 30.00 8.1 48 8.28 397.44 158.98 3.15 10 3.33 33.3 13.32 0.54 5 0.72 3.60 1.44 2.1 42 8.22 345.24 138.10 10 7.5 75 30.00 1.55 96 1.73 166.08 66.43 2.8 48 2.98 143.04 57.22 5 0.72 3.60 1.44 8 9 10 15 14 13 12 11 16 17 18 19 20 0.15 12 12 12 10 8 12 8 8 8 8 8 8 8 0.15 8 0.15 8 0.15 8 0.15 0.15 0.15 0.15 0.15 0.15 12 12 12 12 0.15 0.20 0.20 0.15 0.15 0.15 b 0.10 0.10 0.89 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.15 0.15 0.06 0.06 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.10 0.10 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.4 0.4 0.62 0.4 b a b c a b c a b c TOTAL (Kg) 3269.99 a b c a b c b a b c a b c a b c a c b a b c a c b 795.08 584.66 1722.15 0.40 0.62 0.89 Total de d 8 Total de d 10 Total de d 12 1987.70 943.00 1935.00 Diametros Longitud Peso ML P. parcial PESO TOTAL = 3269.99(Kg) a b c a b c a b c a b c a b c a b c 2 2 8 2 4 1.6 0.8 8 8 0.8 6.4 2.56 0.4 0.4 b b 21 22 0.06 0.06 0.15 7.32 0.09 0.09 0.54 0.15 0.15 PLANILLA DE MATERIALES Bol Cemento CANT. UNID. DESCRIPCION m3 H°S° c/piedra o ladrillo 345 30.64 27.79 67.24 0.86 m2 m2 Revoque interior impermeable 152.08 Kg 76.04 m2 Revoque exterior 147.41 m3 Arena m3 Grava H°A° 1:2:3 m3 32.69 Aditivo impermeabilizante ET-MP-01 ET-MP-02-01 ET-MP-02-02 ET-CO-19-02 Excavación ET-CO-04-01-02 CODIGO Zampeado de piedra ó ladrillo m3 79.01 PLANILLA DE COMPUTOS METRICOS CANT. UNID. DESCRIPCION CODIGO ET-CO-09-04 ET-CO-09-01 ET-CO-12-01 ET-CO-12-02 ET-MP-08 Alambre de amarre Kg 49.00 LOSA DE CIMENTACION Y ARRANQUE DE MUROS ESC 1:50 INTERSECCION DE MUROS EN PLANTA SIN ESCALA 5 5 0.15 5 UNION MURO CENTRAL Y LOSA TAPA SIN ESCALA 0.20 5 \A1;Chaflán UNION MURO CENTRAL Y LOSA DE CIMENTACION SIN ESCALA Muro Muro POS 12+21 Losa tapa Muro Central Losa de Fundación Muro Central UNION EN CORONAMIENTO DE MURO CON LOSA MACIZA ESC 1:20 ARRANQUE DE MURO EN LOSA DE CIMENTACION ESC 1:30 5 5 5 5 5 4 Junta de hormigón, rugosa, limpia y humedecida antes de hormigonar Armado muro Losa maciza Armado losa maciza 4d corridos en coronación Armado muro Armado muro limpias, rugosas y humedecidas Detalle llave de corte Llaves de cortante,superficies antes de hormigonar Zampeado de piedra o ladrillo Armado superior losa Armado inferior losa Base compactada Separadores de apoyo de parrilla > 5cm. 20 20 15 15 POS 4 POS 1 POS 3 POS 2 POS 6 POS 3 POS 6 POS 3 POS 4 POS 1 POS 12 POS 17 POS 20 POS 13 POS 8 POS 9 8 POS 9 POS 8 POS 9 POS 11 POS POS 12 POS 10 ET-MP-09 LOCALIDAD: INDICADA DIBUJANTE: PROYECTISTA: FECHA: REVISADO: ESCALA: CODIGO: (NOMBRE DEL PROYECTO) PL-AP-10-03 HORMIGON ARMADO DE 100 M³ TANQUE SEMIENTERRADO DE PLANO ESTRUCTURAL LOCALIDAD: INDICADA DIBUJANTE: PROYECTISTA: FECHA: REVISADO: 4 DE 4 PLANO N. ESCALA: CODIGO: (NOMBRE DEL PROYECTO) PL-AP-10-03 HORMIGON ARMADO DE 100 M³ TANQUE SEMIENTERRADO DE PLANO ESTRUCTURAL 3 DE 4