Elevated Tank, Construction Details DWG Detail for AutoCAD

Construction detail of an elevated tank

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

shoes, esc., cut, pos, pos, esc., columns, esc., pos, incident column in shoe, pos, esc., cut c ‘, esc., cut b ‘, pos, cut d ‘, cut and, coating cm., pos, cut h ‘, coating cm., pos, cut i, coating cm., pos, cut j ‘, coating cm., pos, slab beam, esc., cut, pos, pos, pos, cut, esc., pos, pos, pos, cut, esc., note, concrete fck steel fyk coatings, in shoes cm in emptying parameters with formwork cm, dividers on trestles pza, pos, timber beams, esc., pos, pos, beams tank base, esc., pos, pos, pos, references, walls, inner face armor, outer face armor, slabs, upper face armor, lower face armor, pos, pos, pos, pos, pos, pos, tank lid, esc., bottom slab, esc., side plate, esc., iron sheet, isometric view, esc., poor, n. land, shoe bracing beam, esc., foundation refurbishment, esc.

Raw text data extracted from CAD file:

3.10 3.10 0.40 0.40 3.10 0.25 0.70 0.45 0.40 0.30 0.45 0.40 0.40 0.30 0.30 0.07 0.20 0.45 0.20 0.45 0.25 0.60 0.10 0.45 0.55 0.20 0.55 1.60 1.30 1.60 0.10 0.45 1.00 0.20 0.20 0.20 0.20 0.20 0.20 0.60 0.60 0.45 0.60 0.60 4.00 1.00 1.00 1.00 1.00 4.00 1.00 0.50 1.00 0.50 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 6.20 6.20 5 5 5 5 ZAPATAS Esc. 1:30 5 5 5 5 CORTE A-A’ POS 1 Ø 16 C/15 POS 1 Ø 16 C/15 POS 2 Ø 12 POS 2 Ø 12 POS 2 Ø 12 POS 3 Ø 16 POS 3 Ø 16 POS 2 Ø 12 POS 1 Ø 16 C/15 POS 1 Ø 16 C/15 5 5 5 POS 3 Ø 16 POS 3 Ø 16 POS 4 Ø 12 POS 5 Ø 6 C/20 B B’ Esc. 1:30 C C’ COLUMNAS Esc. 1:30 POS 13 2 Ø 20 COLUMNA INCIDENTE EN ZAPATA 5 5 POS 2 Ø 16 POS 2 POS 2 POS 2 Ø 16 POS 2 POS 2 POS 2 POS 2 5 5 Esc. 1:10 5 CORTE C- C’ Esc. 1:10 CORTE B- B’ 5 5 5 5 POS 6 2 Ø 12 POS 7 Ø 12 POS 6 2 Ø 12 POS 7 Ø 12 POS 8 Ø 6 C/15 POS 6 2 Ø 12 POS 6 2 Ø 12 POS 8 Ø 6 C/20 CORTE D- D’ CORTE E- E’ RECUBRIMIENTO 2.5 cm. 5 5 POS 13 2 Ø 20 POS 14 Ø 20 POS 13 2 Ø 20 POS 16 Ø 8 C/10 CORTE H- H’ RECUBRIMIENTO 2.5 cm. POS 15 Ø 20 POS 13 2 Ø 20 CORTE I- I’ RECUBRIMIENTO 2.5 cm. POS 14 Ø 20 POS 13 2 Ø 20 POS 15 Ø 20 POS 13 2 Ø 20 CORTE J- J’ RECUBRIMIENTO 2.5 cm. POS 16 Ø 8 C/12 POS 3 Ø 6 c/20 POS 2 Ø 16 POS 2 POS 2 Ø 16 POS 2 POS 2 POS 2 POS 2 POS 3 Ø 6 c/20 POS 9 2 Ø 12 VIGA Y LOSA DESCANSO Esc. 1:20 5 5 5 5 5 CORTE G-G’ K K’ POS 10 Ø 12 POS 9 2 Ø 12 POS 11 Ø 6 C/15 5 5 POS 12 2 Ø 6 POS 12 2 Ø 6 G’ G POS 11 Ø 6 C/15 CORTE K-K’ Esc. 1:20 Esc. 1:20 5 0.10 5 POS 9 Ø 12 G G’ POS 11 Ø 6 C/15 POS 10 Ø 12 POS 9 2 Ø 12 POS 12 4 Ø 6 5 5 5 5 5 5 5 POS 17 Ø 10 C/20 POS 23 Ø 10 C/24 POS 20 Ø 10 C/12 POS 22 Ø 10 C/24 POS 21 Ø 10 C/10 POS 24 Ø 10 C/10 POS 19 Ø 12 C/12 POS 18 Ø 12 C/12 CORTE a-a’ Esc. 1:20 NOTA * HORMIGON fck = 210 kg/cm2 * ACERO fyk = 4200 kg/cm2 * RECUBRIMIENTOS – EN ZAPATAS : 5 cm – EN PARAMETROS VACIADOS CON ENCOFRADO : 3 cm * SEPARADORES C / 80 cm * CABALLETES 1 PZA / m2 POS 16 Ø 8 C/10 VIGAS INTEMEDIAS Esc. 1:30 5 5 5 5 5 5 D’ D E’ E POS 7 Ø 12 POS 7 Ø 12 5 5 5 5 POS 8 Ø 6 C/20 POS 6 2 Ø 12 POS 7 Ø 12 POS 7 Ø 12 POS 6 2 Ø 12 VIGAS BASE DE TANQUE Esc. 1:30 5 H’ H J’ J POS 7 Ø 12 5 5 5 POS 8 Ø 6 C/20 POS 13 2 Ø 20 POS 15 Ø 20 5 I’ I I I’ H’ H POS 14 Ø 20 POS 14 Ø 20 POS 16 Ø 8 C/10 POS 13 2 Ø 20 REFERENCIAS MUROS ARMADURA CARA INTERIOR ARMADURA CARA EXTERIOR LOSAS ARMADURA CARA SUPERIOR ARMADURA CARA INFERIOR 5 5 5 5 5 5 5 5 POS 28 Ø 8 C/24 POS 26 Ø 8 C/20 POS 27 Ø 8 C/20 POS 26 Ø 8 C/20 POS 25 Ø 8 C/12 POS 28 Ø 8 C/24 POS 28 Ø 8 C/24 POS 28 Ø 8 C/24 POS 30 Ø 8 C/24 POS 30 Ø 8 C/20 POS 30 Ø 8 C/20 POS 30 Ø 8 C/24 POS 26 Ø 8 C/20 POS 25 Ø 8 C/12 POS 25 Ø 8 C/12 P 25 Ø 8 C/12 POS 25 Ø 8 C/12 POS 28 2 Ø 10 POS 28 2 Ø 10 POS 28 2 Ø 10 5 5 POS 17 Ø 10 C/20 POS 18 Ø 12 C/12 POS 19 Ø 12 C/12 POS 19 Ø 12 C/12 POS 17 Ø 10 C/20 POS 18 Ø 12 C/12 P 19 Ø 12 C/12 P 19 Ø 12 C/12 POS 22 Ø 10 C/24 POS 22 Ø 10 C/24 POS 23 Ø 10 C/24 POS 23 Ø 10 C/24 P 23 Ø 10 C/24 P 23 Ø 10 C/24 POS 22 Ø 10 C/24 POS 20 Ø 10 C/12 POS 21 Ø 10 C/10 P 24 Ø 10 C/10 POS 24 Ø 10 C/24 POS 24 Ø 10 C/24 a a’ LOSA TAPA DE TANQUE Esc. 1:50 LOSA DE FONDO Esc. 1:50 PLACA LATERAL Esc. 1:50 a a b a b c d e f a b c a b a b c d e f a b a a b c d e a a a a a b c d e f a a b c b a a b a b a b a b a b c c a b a a a a a PLANILLA DE FIERROS VISTA ISOMETRICA Esc. 1:50 2,35 0,25 0,70 0,70 Hº POBRE N.TERRENO +0.00 0,45 1 Ø 12 c/18 0,05 e.1Ø 6 c/15 4 Ø 16 4 Ø 16 2 Ø 12 3,10 0,40 0,30 3,60 VIGA DE ARRIOSTRE DE ZAPATAS VIGA DE ARRIOSTRE DE ZAPATAS Esc. 1:50 4,00 4,00 0,30 0,40 0,40 REPLANTEO DE FUNDACIONES ESC. 1:50 0,90 3,10 3,10