Building Design DWG Block for AutoCAD

5 floors

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

premises, offices, dwellings, column, tqnque, beam axis f, foundation beams, beam g axis, beam axis i, beam axis e, beam axis a, beam b axis, beam c axis, beam axis d, stair reinforcements, beam axis, axis, number, location, levels, column table, subfloor, ground floor, column axis, soil improvement, replacement with calichana ballast, foundation beam, terrace, column, and place material, improvement of the site, calichana or free chaguana, organic material and, previously hydrated and, compacted., shoe, padsheet, ab, sep., dimensions, cd, technical specifications, replantillo hoso, improvement, compacted filling, soil, lateral reinforcement , beam, beam ab axis, beam axis cd, beam axis f -g, beam axis h -i, fg, hi, beam, foundation, floor level, compacted filler, calichana ballast, section b – b ‘, section a – a ‘, section c – c’, section d – d ‘, rib, reinforcement, drawer, longitudinal, compression slab, without scale, typical cut of slab, public network, cistern detail, ceramic wall covering and cistern floor

Raw text data extracted from CAD file:

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Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 1 1.88 0.35 est. Ø10mm c/10,15,10 cm L @.10 L/4 L/2 L/4 @.10 @.20 @.10 VIGA EJE G sección 7 - 7' 5 5 0,30 x 0,40 ESCALA H. 1:50 V. 1:20 7' 7 5 5 2d14mm Ref.1d16mm 5 6 2 3 4 Ref. 2d14mm VIGAS DE CIMENTACION 1:20 5 2d16mm est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 1 est. Ø10mm c/10,15,10 cm L/4 L/2 L/4 @.10 @.20 @.10 L @.10 L/4 L/2 L/4 @.10 @.20 @.10 5 sección 9 - 9' 1:20 1 2 3 4 5 5 0.37 1.65 1.65 1.71 1.71 1.71 1.76 1.76 0.35 VIGA EJE I 0,30 x 0,40 ESCALA H. 1:50 V. 1:20 VIGAS DE CIMENTACION est. Ø10mm c/10cm est. Ø10mm c/10cm est. Ø10mm c/10cm est. Ø10mm c/10cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 1.20 1Ref. \U+00D816mm 2Ref. \U+00D818mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D818mm 2 Principales. \U+00D816mm L=22.70m 2Principales \U+00D816mm L=22.70m 1.20 1.20 1.25 1.67 1.66 1.70 1.76 1.65 1.72 1.87 1.88 0.35 2Ref. \U+00D814mm 2Ref. \U+00D818mm 2Ref. \U+00D818mm 2Ref. \U+00D816mm 2Ref. \U+00D818mm 2Ref. \U+00D818mm 2 Principales. \U+00D816mm L=22.70m 2Principales \U+00D814mm L=22.70m 1.75 2Principales \U+00D814mm L=18.33m 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D814mm 1Ref. \U+00D816mm 2 Principales. \U+00D814mm L=18.33m VIGA EJE E sección 5 -5' 5 0,30 x 0,45 ESCALA H. 1:50 V. 1:20 5' 5 5 5 2d18mm Ref. 2d14mm 1.63 1.67 1.70 1.73 1.70 1.7 5 2 3 4 1.95 3 Ref. d18mm 5 VIGAS DE CIMENTACION 1:20 5 2d16mm 2d12mm c/lado est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 2d12mm 1 1.90 0.35 est. Ø10mm c/10,15,10 cm 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/4 @.10 L/2 @.15 2Principales \U+00D818mm L=21.83m 3Ref. \U+00D818mm 2Ref. \U+00D814mm 2Ref. \U+00D814mm 2Ref. \U+00D814mm 2Ref. \U+00D814mm 2 Principales. \U+00D816mm L=21.83m 3.3 5 5 VIGA EJE A sección 1 - 1' 5 0,30 x 0,35 ESCALA H. 1:50 V. 1:20 1' 1 5 3d14mm Ref. 1d14mm 1.6 1.70 1.72 1.10 0.85 1.72 4 5 1'' 2 3 Ref. 1d14mm VIGAS DE CIMENTACION 1:20 5 1.2 1.60 3d14mm est. Ø10mm c/10,15,10 cm 1 1.46 0.35 5 5 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L @.10 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 1Ref. \U+00D814mm 3 Principales. \U+00D814mm L=20.4m 1Ref. \U+00D814mm 1Ref. \U+00D814mm 1Ref. \U+00D814mm 1Ref. \U+00D814mm 3Principales \U+00D814mm L=20.4m VIGA EJE B sección 2 - 2' 5 0,30 x 0,35 2' 5 5 1.24 1.2 1.68 1.64 1.75 1.74 1.7 1.7 5 6 2 3 4 1.2 VIGAS DE CIMENTACION 5 est. Ø10mm c/10,15,10 cm 1' 1.20 1.0 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 L/2 L/4 @.10 @.15 @.10 L/4 L/2 L/4 @.10 @.15 @.10 0.3 1.10 0.35 1Ref. \U+00D814mm 2Ref. \U+00D814mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D814mm 1Ref. \U+00D814mm 2Ref. \U+00D814mm 2 Principales. \U+00D814mm L=23m 2Principales \U+00D814mm L=23m 2d14mm Ref. 1d14mm Ref. 2d14mm 2d14mm 1:20 2 VIGA EJE C 0,30 x 0,35 ESCALA H. 1:50 V. 1:20 5 5 5 5 3' 3 5 5 1.25 1.65 1.65 1.70 1.32 1.70 1.3 5 6 2 3 4 5 5 5 5 1.26 5 VIGAS DE CIMENTACION 5 1.32 1.2 est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 1 1.0 0.3 est. Ø10mm c/10,15,10 cm 5 5 L/4 L/2 L/4 @.10 @.15 @.10 L @.10 L/4 L/2 L/4 @.10 @.15 @.10 1' 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 2 Principales. \U+00D814mm L=23.30m 2Principales \U+00D814mm L=23.30m 2Ref. \U+00D816mm 1Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 1.20 1.0 2Ref. \U+00D816mm 3Ref. \U+00D816mm 1Ref. \U+00D816mm sección 3 - 3' 5 5 2d14mm Ref. 2d16mm 3d14mm 1:20 VIGA EJE D sección 4 - 4' 5 5 0,30 x 0,35 ESCALA H. 1:50 V. 1:20 5 5 5 5 4' 4 5 5 2d16mm Ref. 1d18mm 0.88 0.87 1.63 1.70 1.67 1.70 1.70 5 6 2 3 4 5 5 5 5 2.0 Ref. 3d16mm VIGAS DE CIMENTACION 1:20 5 5 2d16mm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 1 2.0 0.36 est. Ø10mm c/10,15,10 cm 5 5 5 L/4 L/2 L/4 @.10 @.20 @.10 L @.10 L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 1.35 1.7 2Principales \U+00D816mm L=23.15m 1Ref. \U+00D816mm 3Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D818mm 3Ref. \U+00D816mm 2 Principales. \U+00D816mm L=23.15m sección 6 - 6' 5 5 2d16mm Ref. 1d16mm Ref. 2d18mm 1:20 2d16mm 2d12mm 5 A B C D E F G H H VIGA EJE 1-2- 3-4 0,30 x 0,55 ESCALA H. 1:50 V. 1:20 5 5 5 5 5 VIGA EJE 6 0,30 x 0,40 ESCALA H. 1:50 V. 1:20 1:20 sección11 -11' 5 5 2d12mm 2d12mm 5 B D C L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.20 5 VIGA EJE 1'-1'' 0,30 x 0,40 ESCALA H. 1:50 V. 1:20 A C B 5 5 5 5 5 5 sección 12 - 12' 5 5 3d12mm 1:20 3d12mm 10' 10 L/4 @.10 L/4 @.10 L/2 @.15 L @.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 est. Ø10mm c/20 cm est. Ø10mm c/20 cm est. Ø10mm c/10 cm est. Ø10mm c/10 cm est. Ø10mm c/20 cm est. Ø10mm c/10 cm est. Ø10mm c/10 cm 1.50 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.75 1.75 1.0 1.0 1.1 1.25 1.50 1.25 1.25 2 Principales. \U+00D814mm L=34.25m 2Principales \U+00D814mm L=34.25m 2Ref. \U+00D814mm 2Ref. \U+00D814mm 2Ref. \U+00D814mm 2Ref. \U+00D814mm 1Ref. \U+00D816mm 1Ref. \U+00D816mm 4Ref. \U+00D814mm 1Ref. \U+00D816mm 1Ref. \U+00D812mm L/4 L/2 L/4 @.10 @.20 @.10 L/4 L/2 L/4 @.10 @.20 @.10 L @.10 est. Ø10mm c/10 cm est. Ø10mm c/10 cm 12 12' 26 Ø 12 mm INF. 0.15 0.15 L = 35 m 1 1'' 2 3 4 5 6 1 1' 1'' 2 3 4 5 6 A C E G H A B C D E F G I H H 13 14 B F 6 Ø 12 mm INF. 0.15 0.15 L = 18.6 m 7Ø 12 mm INF. 0.15 0.15 L = 4.5 m 5 Ø 12 mm INF. 0.15 0.15 L = 5.3 m D 0.15 0.15 3 Ø 12 mm INF. L = 33.85 m 0.15 0.15 0.15 0.15 0.15 0.15 3 Ø 12 mm INF. L = 31.7 m 2 Ø 12 mm INF. 2 Ø 12 mm INF. L = 8.4 A 8.4 m 8 Ø 12 mm INF. L = 23.6 m 24 Ø 12 mm INF. L =22.9 m 1 Ø 12 mm INF. L = 16.35 m 6 Ø 12 mm INF. L = 21.1 m 6 Ø 12 mm INF. L = 19.6 m 7 Ø 12 mm INF. L = 22.86 m 7 Ø 12 mm INF. L = 21.10 m 1' 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.50 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.75 1.75 1.0 1.0 1.15 1.25 1.50 1.25 1.25 34 Ø 12 mm SUP. 35 Ø 12 mm SUP. 36 Ø 12 mm SUP. 42 Ø 12 mm SUP. 39 Ø 12 mm SUP. 39 Ø 12 mm SUP. 34 Ø 12 mm SUP. 32 Ø 12 mm SUP. 29 Ø 12 mm SUP. 0.88 0.87 1.63 1.70 1.67 1.70 1.70 2.0 2.0 0.36 1.7 43 Ø 12 mm SUP. 58 Ø 12 mm SUP. 60 Ø 12 mm SUP. 60 Ø 12 mm SUP. 57 Ø 12 mm SUP. 44 Ø 12 mm SUP. L = 8.4 A 8.4 m 1.0 7 Ø 12 mm SUP. 5 Ø 12 mm SUP. 1.75 5 Ø 12 mm SUP. 1.72 1.25 5 Ø 12 mm SUP. 1.72 5 Ø 12 mm SUP. 1.25 34 Ø 12 mm SUP. 1.35 1.3 18 Ø 12 mm SUP. 5 24 Ø 12 mm INF. 0.15 0.15 L = 35 m 1 1'' 2 3 4 5 6 1 1' 1'' 2 3 4 5 6 A C E G H A B C D E F G I H H 13 14 B F 9 Ø 12 mm INF. 0.15 0.15 D 0.15 0.15 0.15 0.15 0.15 0.15 5 Ø 12 mm INF. L = 31.7 m 2 Ø 12 mm INF. 2 Ø 12 mm INF. L = 8.4 A 8.4 m 8 Ø 12 mm INF. L = 23.6 m 33 Ø 12 mm INF. L =22.9 m 1 Ø 12 mm INF. L = 12.0 m 4 Ø 12 mm INF. L = 21.1 m 7 Ø 12 mm INF. L =18.30 m 7 Ø 12 mm INF. L = 21.10 m 1' 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.50 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.75 1.75 1.0 1.0 1.15 1.25 1.50 1.25 1.25 22 Ø 12 mm SUP. 27 Ø 12 mm SUP. 36 Ø 12 mm SUP. 42 Ø 12 mm SUP. 39 Ø 12 mm SUP. 39 Ø 12 mm SUP. 34 Ø 12 mm SUP. 32 Ø 12 mm SUP. 21 Ø 12 mm SUP. 0.88 0.87 1.63 1.70 1.67 1.70 1.70 2.0 2.0 0.36 1.7 34 Ø 12 mm SUP. 53 Ø 12 mm SUP. 60 Ø 12 mm SUP. 60 Ø 12 mm SUP. 57 Ø 12 mm SUP. 44 Ø 12 mm SUP. L = 8.4 A 8.4 m 1.0 3 Ø 12 mm SUP. 1.25 34 Ø 12 mm SUP. 1.35 1.3 13 Ø 12 mm SUP. LOSA 1 ESC ______________ 1:75 LOSA 2-3 ESC ______________ 1:75 Refuerzos de escalera 3 Ø 12 mm SUP. 6 Ø 12 mm SUP. 0.95 1.15 0.95 10 Ø 12 mm SUP. 0.95 1.15 Refuerzos de escalera 27 Ø 12 mm INF. 0.15 0.15 L = 35 m 1 1'' 2 3 4 5 6 1 1' 1'' 2 3 4 5 6 A C E G H A B C D E F G I H H 13 14 B F 5 Ø 12 mm INF. 0.15 0.15 L = 3.75 m D 0.15 0.15 0.15 0.15 0.15 0.15 16 Ø 12 mm INF. L = 31.7 m 2 Ø 12 mm INF. 2 Ø 12 mm INF. L = 8.4 A 8.4 m 50 Ø 12 mm INF. L =22. A 24 m 1 Ø 12 mm INF. L = 16.35 m 4Ø 12 mm INF. L = 21.1 m 2Ø 12 mm INF. L = 19.8 m 2 Ø 12 mm INF. L = 10.5 m 1' 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 1.50 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.75 1.75 1.0 1.0 1.15 1.25 1.50 1.25 1.25 34 Ø 12 mm SUP. 35 Ø 12 mm SUP. 36 Ø 12 mm SUP. 42 Ø 12 mm SUP. 39 Ø 12 mm SUP. 39 Ø 12 mm SUP. 40 Ø 12 mm SUP. 32 Ø 12 mm SUP. 29 Ø 12 mm SUP. 0.88 0.87 1.63 1.70 1.67 1.70 1.70 2.0 2.0 0.36 1.7 48 Ø 12 mm SUP. 58 Ø 12 mm SUP. 60 Ø 12 mm SUP. 60 Ø 12 mm SUP. 57 Ø 12 mm SUP. 44 Ø 12 mm SUP. L = 8.4 A 8.4 m 3 Ø 12 mm SUP. 1.0 1.25 5 Ø 12 mm SUP. 1.72 5 Ø 12 mm SUP. 1.25 34 Ø 12 mm SUP. 1.35 1.3 18 Ø 12 mm SUP. LOSA 4 ESC ______________ 1:75 3 Ø 12 mm SUP. 6 Ø 12 mm SUP. 0.95 1.15 0.95 L = 34.75 A 27 m \A1;2,63m \A1;5,16m \A1;4,5m \A1;4,5m \A1;4,5m \A1;3,67m \A1;3,43m \A1;4,5m \A1;4,74m \A1;4,49m \A1;4,3m \A1;3,05m \A1;4,5m \A1;3,67m \A1;3,43m \A1;4,5m \A1;4,5m \A1;4,5m \A1;5,16m \A1;2,63m \A1;4,74m \A1;4,5m \A1;4,49m \A1;4,3m \A1;3,05m \A1;4,5m \A1;4,49m \A1;4,3m \A1;3,05m \A1;4,74m \A1;2,63m \A1;5,16m \A1;4,5m \A1;4,5m \A1;4,5m \A1;4,5m \A1;3,67m \A1;3,43m 5 1 2 3 4 5 6 5 VIGA EJE H 0,30 x 0,35 ESCALA H. 1:50 V. 1:20 VIGAS DE CIMENTACION est. Ø10mm c/10cm est. Ø10mm c/10cm 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.15 1.20 0.3 1.25 1.67 1.66 1.70 1.76 1.65 1.72 1.75 1.76 0.35 2Principales \U+00D814mm L=21.34m 2Ref. \U+00D814mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 1Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm 2 Principales. \U+00D814mm L=21.34m sección 8 - 8' 1:20 ESCALA H. 1:50 V. 1:20 8' 8 9' 9 11' 11 1:20 sección 10 -10' 5 5 2d14mm 2d14mm EJE NUMERO UBICACION NIVELES N+8.82 N+5.94 N+3.06 N+0.20 N+11.7 1-10-13-22-31-40 6 A CUADRO DE COLUMNAS 2-11-14-23-32-41 12 - 50 4-16-25-34-43 B 6 D 2 5 1 C 6 51 49 3-15-24-33-42 ESCALA 1 : 75 0,35 0,35 8 Ø 18mm Ed8mm @10,16 Y 10 cm E 5-17-26-35-44 5 F 5 6-18-27-36-45 0,25 0,25 6 Ø 12mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 18mm 0,30 0,30 6 Ø 18mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 1 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,25 0,25 4 Ø 12mm +2Ø 16 mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 18mm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,30 0,30 8 Ø 18mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 18mm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 18mm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 6 Ø 18mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,35 0,35 8 Ø 18mm Ed8mm @10,16 Y 10 cm 1 52 G 5 7-19-28-37-46-53 1 54 H 5 8-20-29-38-47 I 1 54 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,25 0,25 6 Ø 14mm Ed8mm @10,16 Y 10 cm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,25 0,25 6 Ø 12mm Ed8mm @10,16 Y 10 cm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 16mm Ed8mm @10,16 Y 10 cm 0,25 0,25 6 Ø 12mm Ed8mm @10,16 Y 10 cm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,40 0,40 Ed8mm @10,16 Y 10 cm 8 Ø 16mm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,25 0,25 6 Ø 12mm Ed8mm @10,16 Y 10 cm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 5 9-21-30-39-48 0,30 0,30 6 Ø 14mm Ed8mm @10,16 Y 10 cm 0,25 0,25 6 Ø 12mm Ed8mm @10,16 Y 10 cm ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 ESCALA 1 : 75 N = + 8.82 TN = + 0.00 Contrapiso N = + 5.94 N = + 3.06 N = + 0.20 PLANTA BAJA 1ER PISO ALTO 24 E Ø 8 mm. @10 y 16 cm. 14 E Ø 8 mm. @ 5 cm. 24 E Ø 8 mm. @10 y 16 cm. EJE DE COLUMNA ESC ______________ 1:50 2DO PISO ALTO 25 E Ø 8 mm. @10 y 16 cm. Mejoramiento de Suelo Reposición con lastre de Calichana Viga de Cimentación Capa de 30 cm de material granular grueso (piedra bola ) con diámetros no mayores a 12'' f'c = 180 kg/cm² Replantillo de H° S° Espesor 10 cm. N = + 11.7 TERRAZA 24 E Ø 8 mm. @10 y 16 cm. 3DO PISO ALTO Ed8mm @10,16 Y 10 cm 8 Ø 16mm Ed8mm @10,16 Y 10 cm 8 Ø 16mm 6 Ø 16mm Ed8mm @10,16 Y 10 cm 6 Ø 14mm Ed8mm @10,16 Y 10 cm ESCALA 1 : 20 ESCALA 1 : 20 ESCALA 1 : 20 ESCALA 1 : 20 0,25 0,25 0,30 0,30 0,40 0,40 0,40 0,40 \A1;2.88 \A1;2.88 0,2 @ 16 cm. 1,48 @ 10 cm. Lo = 0,8 @ 10 cm. Lo = 0,8 \A1;0.30 COLUMNA 3,4,6,7,15,16,18,19, 24,25,27,28,33,34, 36,37,42,43,45,46, \A1;0.40 S e colocara material de mejoramiento del sitio Calichana o Chaguana libre de material orgánico y escombros de 1.80 m colocadas en capas de 30 cm previamente hidrataras y compactadas. \A1;0.30 \A1;1.80 \A1;1.60 \A1;0.1 \A1;0.20 @ 16 cm. @ 10 cm. Lo = @ 10 cm. Lo = 1,64 0,8 0,8 0,2 0.20 0.20 \A1;0.10 \A1;0.50 @ 16 cm. 1,48 @ 10 cm. Lo = 0,8 @ 10 cm. Lo = 0,8 @ 16 cm. 1,48 @ 10 cm. Lo = 0,8 @ 10 cm. Lo = 0,8 \A1;11.50 \A1;0.70 3.06 \A1;2.88 0,30 0,30 6 Ø 18mm 0,30 0,30 6 Ø 18mm 0,30 0,30 0,30 0,30 8 Ø 18mm 0,30 0,30 8 Ø 18mm Ed8mm @10,16 Y 10 cm 0,30 0,30 8 Ø 18mm Ed8mm @10,16 Y 10 cm 0,30 0,30 8 Ø 18mm Ed8mm @10,16 Y 10 cm 0,30 0,30 8 Ø 18mm Ed8mm @10,16 Y 10 cm 0,30 0,30 8 Ø 16mm Ed8mm @10,16 Y 10 cm 0,25 0,25 4 Ø 12mm +2Ø 16 mm Ed8mm @10,16 Y 10 cm 0,25 0,25 4 Ø 12mm +2Ø 16 mm Ed8mm @10,16 Y 10 cm 0,30 0,30 8 Ø 18mm Ed8mm @10,16 Y 10 cm 1.2 0.3 2Ref. \U+00D814mm 1.10 0.35 1Ref. \U+00D814mm 2Ref. \U+00D816mm 2.0 0.36 1Ref. \U+00D812mm 1.70 2.0 1Ref. \U+00D812mm 1.67 1.70 1Ref. \U+00D816mm 1Ref. \U+00D816mm 1.63 1.70 0.88 1.7 1Ref. \U+00D818mm 1.32 1.2 2Ref. \U+00D816mm 0.87 1.35 1.63 1.7 1Ref. \U+00D816mm 1.67 2Ref. \U+00D814mm 1.76 1.65 1Ref. \U+00D814mm 1.66 1.70 1Ref. \U+00D816mm 1.25 1.67 1Ref. \U+00D816mm 1.20 1.20 1Ref. \U+00D816mm 1.20 1.20 1Ref. \U+00D816mm 1.76 1.65 1Ref. \U+00D812mm 2Ref. \U+00D812mm 1.25 1.67 1.20 0.3 2Ref. \U+00D814mm 5 5 2d14mm Ref. 2d16mm 2d14mm 5 5 2d14mm Ref. 2d16mm 2d14mm ZAPATA EJE H d f 1 f 2 PLANILLA DE ZAPATAS A-B 30 b cm cm cm mm cm mm cm sep. sep. Ø Ø 12 20 12 15 20 DIMENSIONES C-D 35 12 15 E 12 20 15 12 20 12 20 especificaciones técnicas Se usará Hormigón f'c = 210 Kg/cm2 El acero de refuerzo será fy = 4200Kg/cm2 y fs = 2800 Kg/cm2 Los traslapes serán de acuerdo al ACI-318-1999 replantillo HoSo mejoramiento RELLENO COMPACTADO de suelo d 0,08 h f 2 f 1 B refuerzo lateral b H viga 5 ESCALA H. 1:50 V. 1:20 VIGA EJE A-B sección 1 - 1' 0,30 x 0,70 1 5 5 3d16mm + 1d14mm 1.24 1.2 1.68 1.64 1.74 1.7 1.7 5 6 2 3 4 5 VIGAS DE CIMENTACION 1:20 5 3d18mm 2d12mm c/lado est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 2d12mm 1' 1.20 1.0 est. Ø10mm c/10,15,10 cm est. Ø10mm c/10,15,10 cm 1 5 5 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 L/2 L/4 @.10 @.15 @.10 L/4 L/2 L/4 @.10 @.15 @.10 0.3 1.10 0.35 1 Ref. \U+00D814mm 2Ref. \U+00D8 16mm 2Ref. \U+00D818mm 2Ref. \U+00D818mm 2Ref. \U+00D818mm 2Ref. \U+00D818mm 3Principales \U+00D816mm + 1 \U+00D814 mm L=22.33m sección 2 - 2' 5 5 5 5 5 5 2' 2 5 5 3d18mm+ 2d16mm Ref. 2 d18mm 1.25 1.65 1.65 1.32 1.70 1.3 5 6 2 3 4 5 5 5 5 5 VIGAS DE CIMENTACION 1:20 5 6d18mm 2d12mm c/lado est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 2d12mm 1 1.0 0.3 est. Ø10mm c/10,15,10 cm 5 5 L/4 L/2 L/4 @.10 @.15 @.10 L @.10 L/4 L/2 L/4 @.10 @.15 @.10 1' 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 6 Principales. \U+00D818mm L=23.27m 3Principales \U+00D818mm + 2 \U+00D8 16 mm L=23.27m 2Ref. \U+00D818mm 3Ref. \U+00D818mm 3Ref. \U+00D818mm 1.20 1.0 3Ref. \U+00D818mm 3Ref. \U+00D818mm VIGA EJE C-D 0,35 x 0,70 ESCALA H. 1:50 V. 1:20 VIGA EJE E sección 3 - 3' 5 0,35 x 0,85 ESCALA H. 1:50 V. 1:20 3' 3 5 5 4d18mm Ref. 3d18mm 1.70 1.73 1.70 5 2 3 4 1.95 5 VIGAS DE CIMENTACION 1:20 5 6d18mm 2d12mm c/lado est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 4d12mm 1 est. Ø10mm c/10,15,10 cm 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L @.10 L/4 @.10 L/4 @.10 L/2 @.15 4Principales \U+00D818mm L=21.83m 3Ref. \U+00D818mm 3Ref. \U+00D818mm 6 Principales. \U+00D818mm L=21.83m VIGA EJE F -G sección 4 - 4' 5 5 0,35 x 0,70 ESCALA H. 1:50 V. 1:20 4' 4 5 5 5d18mm Ref. 3d16mm 1.66 1.72 1.76 1.65 1.70 5 6 2 3 4 1.87 5 VIGAS DE CIMENTACION 1:20 5 6 d18mm 2d12mm c/lado est. Ø10mm c/10cm est. Ø10mm c/10 cm est. Ø10mm c/10,15,10 cm 2d12mm 1 1.88 0.35 est. Ø10mm c/10,15,10 cm L/4 L/2 L/4 @.10 @.20 @.10 5 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.15 3Ref. \U+00D816mm 3Ref. \U+00D816mm 1Ref. \U+00D814mm 1Ref. \U+00D814mm 6 Principales. \U+00D818mm L=22.70m 5 Principales \U+00D818mm L=22.70m 5 sección 5 - 5' 5 5 6 d16mm Ref. 2d18mm + 1d16mm 1:20 6d18mm 2d12mm 1 1 1 1 1 1 5 VIGA EJE H -I 0,35 x 0,60 ESCALA H. 1:50 V. 1:20 VIGAS DE CIMENTACION 2d12mm c/lado est. Ø10mm c/10cm est. Ø10mm c/10cm est. Ø10mm c/10cm est. Ø10mm c/10cm 5 5 5 5 5 5 5 5 5 5 5 L/4 @.10 L/4 @.10 L/2 @.15 L/4 @.10 L/4 @.10 L/2 @.15 L/4 L/2 L/4 @.10 @.20 @.10 L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.15 1.20 0.3 1.25 1.67 1.66 1.70 1.76 1.65 1.72 1.75 1.76 0.35 6Principales \U+00D816mm L=21.34m 1Ref. \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D818mm+1 \U+00D816mm 6 Principales. \U+00D818mm L=21.34m 1' Ref. 2d18mm 3 Principales. \U+00D818mm L=22.33m 5' 5 2Ref. \U+00D818mm+1 \U+00D816mm 2Ref. \U+00D816mm 2Ref. \U+00D816mm F-G 12 25 15 H-I 12 15 12 20 12 20 h B 30 cm 30 30 35 20 30 40 35 35 140 160 160 160 140 cm 70 70 80 70 70 20 4d18mm 4d14mm 6 6' 5 5 5 5 5 VIGA EJE 6 0,30 x 0,40 ESCALA H. 1:50 V. 1:20 1:20 sección 6 - 6' 5 5 4d14mm 4d18mm 5 B D C 2d12mm c/lado L/4 L/2 L/4 @.10 @.20 @.10 L/4 @.10 L/4 @.10 L/2 @.20 2d12mm c/lado VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA 129 Ø 12 mm. @ 15 cm. (inf.) 153 Ø 12 mm. @ 15 cm. (inf.) 145 Ø 12 mm. @ 15 cm. (inf.) 143 Ø 12 mm. @ 15 cm. (inf.) 145 Ø 12 mm. @ 15 cm. (inf.) 153 Ø 12 mm. @ 15 cm. (inf.) 146 Ø 12 mm. @ 15 cm. (inf.) 146 Ø 12 mm. @ 15 cm. (inf.) 127 Ø 12 mm. @ 15 cm. (inf.) 0.15 9 Ø 12 mm. L = 21.5 m. 0.15 0.15 0.15 0.15 0.15 11 Ø 12 mm. L = 25 m. 8 Ø 12 mm. L = 23.3 m. 11 Ø 12 mm. L = 22.85 m. 10 Ø 12 mm. L = 23.5 m. 8 Ø 12 mm. L = 22.33 m. 10 Ø 12 mm. L = 19.26 m. CIMENTACION ESC ______________ 1:75 1.40 1.40 1.40 1.60 1.60 1.40 2.70 0.98 0.35 4.00 0.35 4.14 9 8 7 4 12 11 10 21 20 19 18 17 16 15 14 13 30 29 28 27 26 25 24 23 22 39 38 37 36 35 34 33 32 31 48 47 46 45 44 43 42 41 40 54 53 52 51 50 49 6 5 3 2 1 0.30 0.30 H H I G F E D C B A H G F E D C B A 6 5 4 3 2 1'' 1' 1 6 5 4 3 2 1'' 1' 1 0.30 0.30 1.60 1.60 1.60 0.30 0.31 0.30 0.30 0.30 0.30 0.35 0.30 0.35 0.35 0.35 0.35 0.31 0.35 1.02 2.65 0.40 3.27 0.40 4.10 0.40 4.10 0.40 4.10 0.40 4.10 0.40 4.83 0.40 2.08 0.30 0.35 3.38 0.35 1.64 0.35 4.15 0.35 \A1;0.70 TN = + 0.00 Contrapiso \A1;0.50 \A1;0.10 N = + 0.20 PLANTA BAJA 14 E Ø 8 mm. @ 5 cm. Mejoramiento de Suelo Reposición con lastre de Calichana Viga de Cimentación \A1;0.20 \A1;0.1 \A1;1.60 \A1;1.80 \A1;0.30 Capa de 30 cm de material granular grueso (piedra bola ) con diámetros no mayores a 12'' f'c = 180 kg/cm² S e colocara material de mejoramiento del sitio Calichana o Chaguana libre de material orgánico y escombros de 1.80 m colocadas en capas de 30 cm previamente hidrataras y compactadas. Replantillo de H° S° Espesor 10 cm. \A1;0.40 \A1;0.30 1.0 1.1 1Ref. \U+00D814mm 1.75 1.0 1Ref. \U+00D812mm Ref. 2d14mm 1.7 0.3 1.55 1.65 0.30 1.5 2Principales \U+00D812mm L=8.8m 2 Principales. \U+00D812mm L=8.8m 1Ref. \U+00D814mm 2Ref. \U+00D814mm 1Ref. \U+00D814mm Ref. 2d14mm 3Principales \U+00D812mm L=8.0m 2 Principales. \U+00D814mm L=8.0m nivel de piso 6 d 12 mm d 12 mm d 10 mm d 10 mm replantillo 0.07 relleno compatado lastre calichana 5 5 5 1 2 3 4 5 6 7 5 G d 12 mm d 10 mm d 10 mm d 12 mm d 10 mm d 12 mm d 10 mm d 12 mm 5 5 5 5 13 14 15 16 5 5 5 5 5 5 5 8 9 5 d 10 mm d 12 mm d 12 mm 5 5 d 14 mm d 12 mm d 10 mm 10 d 12 mm d 10 mm d 12 mm d 14 mm d 12 mm 5 5 5 5 5 5 d 12 mm 11 12 13 14 15 16 17 18 5 nivel de piso d 12 mm 5 2 3 4 5 6 7 9 11 12 13 14 15 16 A A' B C B´ VIGA O.15 X 0.20 C' 1 8 17 18 10 sección B - B' 1:20 sección A - A' 1:20 D D' 2 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 17 C C´ 5 17 18 sección C - C' 1:20 d 14 mm d 14 mm d 12 mm nivel de piso d 10 mm 5 5 5 1 2 3 4 5 6 7 d 12 mm 5 d 10 mm d 12 mm d 12 mm 5 5 d 12 mm sección D - D' 1:20 5 d 14 mm 8 5 5 d 12 mm d 12 mm 5 5 0.20 NERVIO REFUERZO VIGA BANDA(V0.30X0.20) CAJONETA 0.05 0.15 REFUERZO LONGITUDINAL LOSA DE COMPRESION Sin escala CORTE TIPICO DE LOSA Caseta para Bomba 2HP red publica Tuberia de PVC 1 \S1/4;" para agua Tuberia de PVC \S3#4;" X X' 5 \A1;HIERRO \S1#2;" C 20cm TAPA METALICA 60x60 Malla Electrosoldada 0 12mm C/20 cm 5 5 5 DETALLE DE CISTERNA RECUBRIMIENTO CON CERAMICA DE PAREDES Y PISO DE CISTERNA \A1;2.40

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartment, autocad, block, building, condo, Design, DWG, eigenverantwortung, Family, floors, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership