Shoe And Column Construction Detail DWG Detail for AutoCAD

Construction detail isolated footing doubly eccentric and reinforced concrete column coated with common brick shingles

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

foundations plant esc., until s.n. resistant, and. r. axis divider of property right, and. r. municipal line, l.m., e.m., l.m., grille mm, approx., grille mm, base hº aº existing, waterproof m.c insulating layer, pillar mamp. common brick flush board, zapata common brick run base of hº aº, n.t, until s.n. resistant, trunk of column arm mm est. mm, column arm mm est. mm, trunk of column arm mm est. mm, grille mm, coating slabs of common brick laid mortar lime, waterproof m.c insulating layer

Raw text data extracted from CAD file:

P1 0 160 1.76 M Planta de Fundaciones – esc. 1:100 \A1;0.15 \A1;0.05 \A1;0.70 \A1;0.40 \A1;1.25 \A1;1.50 o hasta encontrar S.N. resistente \A1;0.30 \A1;0.25 \A1;0.37 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.25 \A1;0.37 \A1;0.37 \A1;0.18 \A1;0.18 \A1;45° \A1;1.00 \A1;0.17 \A1;0.12 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.91 \A1;0.04 \A1;0.04 \A1;0.18 \A1;0.18 \A1;0.15 \A1;0.05 \A1;0.25 \A1;0.20 \A1;2.24 \A1;2.24 \A1;1.33 \A1;3.76 \A1;+2.447 \A1;+3.772 \A1;+6.007 \A1;+8.242 \A1;-1.318 \A1;-1.318 \A1;-1.318 \A1;-1.318 \A1;0.50 \A1;0.50 \A1;0.68 \A1;-0.943 \A1;-0.943 \A1;-0.968 \A1;+2.097 \A1;1.00 \A1;1.00 \A1;1.50 \A1;1.50 C1 C2 B1 -1722.599981417708 -1722.599981417708 C1 C2 B1 C2 C2 C2 E. R. 2 Y – Y Eje Divisor de Predio Derecho E. R. 1 X – X Linea Municipal L.M. E.M. E.M. L.M. -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 -1722.599981417708 Parrilla 1 Ø 8 mm c/ 0.14 m \A1;0.37 \A1;0.50 \A1;0.70 \A1;0.12 \A1;0.08 \A1;0.53 aprox. -1722.219618006811 -1722.219618006811 -1722.219618006811 -1722.219618006811 -1722.219618006811 -1722.219618006811 Parrilla 1 Ø 8 mm c/ 0.14 m Base Hº Aº existente Capa aisladora M.C + 10% hidrofugo Pilar mamp. ladrillo comun 0.37 x 0.37 m junta enrasada 1 Ø 8 mm Zapata corrida de ladrillos comunes s/ base de Hº Aº +0.52 N.T 5 5 5 5 5 1.50 o hasta encontrar S.N. resistente 5 5 5 5 5 5 5 5 5 5 5 1 Ø 10 mm c/ 0.18 m 1 Ø 10 mm c/ 0.18 m 1 Ø 12 mm Tronco de columna 0.30 x 0.25 m arm 4 Ø 12 mm est. 1 Ø 6 mm c/ 0.20 m Columna 0.25 x 0.20 m arm 4 Ø 12 mm est. 1 Ø 6 mm c/ 0.20 m Tronco de columna 0.30 x 0.25 m arm 4 Ø 12 mm est. 1 Ø 6 mm c/ 0.20 m Parrilla 1 Ø 10 mm c/ 0.18 m 5 5 Revestimiento Lajas de ladrillo comun asentado c/ mortero a la cal Capa aisladora M.C + 10% hidrofugo 5 5 5 5 5 5 5 5 5 5 5 5 5