Zapatas DWG Block for AutoCAD

Zapata concrete and foundations of a single housing

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

base height, stop height, pos, base height, portico, scale, foundation type, scale, column, scale, stop height, pos, esc beam, beam, faculty, of engineering, drawn, reviewed, approved, date, scale, flat, civic drawing, concrete structures, indicated, univ. shock tumiri edgar, ing. rosso flowers, description, unity, quantity, simple concrete, mm steel, kgs, mm steel, kgs, mm steel, kgs, isometric of the type shoe, scale, bar, diameter, quantity, length, total length, unit weight, total weight, iron sheet, excess, iron sheet, esc, column, scale, aux: Syria Araceli Cross Shock

Raw text data extracted from CAD file:

100 100 ALTURA BASE 20 4 3 7 20 20 40 ALTURA TOPE 50 120 20 5 20 44 100 4 5 0.5 0,2 0.5 0.2 20 40 POS 1 8 d1/2 c/14 5 5 ALTURA BASE 20 PORTICO 1 – 1 ESCALA 1:50 FUNDACION TIPO A FUNDACION TIPO B ESCALA 1:10 ESCALA 1:10 4 3 7 COLUMNA A-1 COLUMNA A-1 ESCALA 1:5 ESCALA 1:5 20 20 40 ALTURA TOPE 50 5 20 5 5 5 POS 1 8 d1/2 c/14 5 5 5 A1 B1 C1 ESC 1:20 VIGA A1-B1 ESC 1:20 VIGA B1-C1 20/50 20/50 VIGA A1-B1 VIGA B1-C1 FACULTAD DE INGENIERIA DIBUJADO REVISADO APROBADO FECHA ESCALA PLANO DIBUJO 2 – CIV 268 ESTRUCTURAS DE HORMIGON INDICADA 2/2 UNIV. CHOQUE TUMIRI EDGAR ING. FLORES ROSSO 13/12/2013 7 63 140 10 7 40 63 10 7 7 10 10 63 63 DESCRIPCION UNIDAD CANTIDAD HORMIGON SIMPLE 210 kg/m3 m3 ACERO d 8 mm Kgs ACERO d 10 mm Kgs ACERO d 12 mm Kgs ISOMETRICO DE LA ZAPATA TIPO A ESCALA 1:10 950 950 BARRA DIAMETRO CANTIDAD LONGITUD LONGITUD TOTAL PESO UNITARIO PESO TOTAL 1 12 8 120 960 0.89 12 8 120 12 4 7,4 8 24 120 12 8 120 12 8 120 12 6 120 12 24 120 12 24 120 2 3 4 5 6 7 8 9 960 960 960 960 960 960 960 960 PLANILLA DE FIERROS 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 A A A A # 1 2 3 4 10 11 12 13 12 2 566 1132 0.89 8 15 74 1110 0.20 12 2 633.5 1267 0.89 10 2 1864 3728 0.62 10.08 2.22 11.28 23.11 14.84 163.27 TOTAL+ EXCESO PLANILLA DE FIERROS 0.5 0,2 0.5 0.2 45 15 7 7 45 15 7 7 13.27 2.64 23.11 112.05 8.54 26.34 3.26 8.54 10.68 10.25 26.34 6.51 26.34 ESC 1:40 COLUMNA B-1 20 40 15 7 7 ESCALA 1:5 AUX: SIRIA ARACELI CRUZ CHOQUE