Masonry Tank DWG Block for AutoCAD

Tank regulation on ground water; constructed of masonry with capacity of 100m3

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

Reinforced concrete column with var rings cm., Square shoe with cm. both senses., Wall of wall cm. of thickness., Castles in corners armed with rings cm., front view, Plant view, cut, Regulating tank for drinking water capacity lts., Esc, Breasts varying thickness from cm to cm., T.n., cut, Chains cm. Var. its T. Cm., Girders of cm armed with est. Cm., variable, Concrete slab reinforced with var. Cm., variable, variable, Reinforced concrete column with var rings cm., Square shoe with cm. both senses., Wall of wall cm. of thickness., Castles in corners armed with rings cm., front view, Plant view, cut, Regulating tank for drinking water capacity lts., Esc, Breasts varying thickness from cm to cm., T.n., cut, Chains cm. Var. its T. Cm., Girders of cm armed with est. Cm., variable, Concrete slab reinforced with var. Cm.

Raw text data extracted from CAD file:

5 5 Columna de concreto armada con 8 var 3/4″ anillos 3/8″ a/c 15 cm. Zapata cuadrada con armado de 1/2″ a/c 15 cm. ambos sentidos. Muro de tabique 20 cm. de espesor. Castillos en esquinas armados con 6 var.1/2″ anillos 2 a/c 15 cm. A A’ B B’ VISTA FRONTAL VISTA EN PLANTA CORTE A-A’ CORTE B-B’ TANQUE DE DE REGULACIÓN DE AGUA POTABLE CAPACIDAD 100,000 lts. ESC 1:100 Piedra braza espesor variable desde 70 cm hasta 50 cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T.N. C C’ CORTE C-C’ Cadenas 20 X 20 cm. 4 var. 1/2″, est. #2 a/c 20 cm. Trabes de 30 x 50 cm armadas con 4 var de 3/4″ est. 3/8″ a/c 15 cm. Variable 5 0.20 Losa de concreto f’c=250 kg/cm² armada con var. 3/8″ @ 20 cm. Losa de concreto f’c=250 kg/cm² armada con var. 1/2″ @ 15 cm. 0,5 2,8 7,62 0.20 4,4 5 1,67 1,67 1,67 0,2 0.60 1,1 8,15 0,15 6,02 4,82 0,2 1 2,21 1,2 2,21 1 0,25 Variable 0.50 0.50 2.80 7.62 0.20 4.40 5.00 1.67 1.67 1.67 0.20 0.60 1.10 8.15 0.15 6.02 4.82 0.20 1.00 2.21 1.20 2.21 1.00 0.25 Variable 0.50 5 5 Columna de concreto armada con 8 var 3/4″ anillos 3/8″ a/c 15 cm. Zapata cuadrada con armado de 1/2″ a/c 15 cm. ambos sentidos. Muro de tabique 20 cm. de espesor. Castillos en esquinas armados con 6 var.1/2″ anillos 2 a/c 15 cm. A A’ B B’ VISTA FRONTAL VISTA EN PLANTA CORTE A-A’ CORTE B-B’ TANQUE DE DE REGULACIÓN DE AGUA POTABLE CAPACIDAD 100,000 lts. ESC 1:100 Piedra braza espesor variable desde 70 cm hasta 50 cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T.N. C C’ CORTE C-C’ Cadenas 20 X 20 cm. 4 var. 1/2″, est. #2 a/c 20 cm. Trabes de 30 x 50 cm armadas con 4 var de 3/4″ est. 3/8″ a/c 15 cm. Variable 5 0.20 Losa de concreto f’c=250 kg/cm² armada con var. 3/8″ @ 20 cm. Losa de concreto f’c=250 kg/cm² armada con var. 1/2″ @ 15 cm.