Flagston Of Foundation DWG Block for AutoCAD

Flagston Of Foundation DWG Block for AutoCAD

Flagstone design of foundation for housing building 10 levels

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

iron spreadsheet, pos, shape, diam, forna, long., long, weight, obs, total, total, unit., total, nº vig., kg., total weight, pos, shape, diam, forna, long., long, weight, obs, total, total, unit., total, nº vig., kg., total weight, November, of plane, foundations, slab of foundation, mejia zeballos raul augusto, ing. Martin Duchen, u.m.s., fac. of science technology, draft:, teacher:, academic:, scale:, matter:, date:, civil engineering career, scale, view on floor, cut, pos, shape, diam, forna, long., long, weight, obs, total, total, unit., total, nº vig., kg., total weight, iron spreadsheet, general data design norm: Bolivian standard of reinforced concrete cbh resistance characteristic of concrete for footings resistance characteristic of concrete for columns beams: resistance the yield of steel for columas resistance the yield of the steel for footings f and admissible capacity of the floor covering: cm in footings cm in columns maximum size of the mm dosage by cement kg water lt sand kg gravel kg all dimensions are in cm. live load: for slabs for stairs specific weight for the

Raw text data extracted from CAD file:

14 44 15 4 15 101 10 6 4 4 4 4 6 4 4 4 4 3 20 14 A f\fCentury|b0|i0|c0|p18; 16 c/16 L=595 f\fCentury|b0|i0|c0|p18; 16c/16 L=595 f\fCentury|b0|i0|c0|p18; 16 c/16 L=595 -54.22577691068911 -54.22577691068911 -54.22577691068911 -54.22577691068911 -54.22577691068911 -54.22577691068911 -54.22577691068911 -54.22577691068911 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 -54.22577691068911 5 f\fCentury|b0|i0|c0|p18; 12 c/11 L=90 3 f\fCentury|b0|i0|c0|p18; 12 c/11 L=90 3 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 5 \H1.333x;1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 10 L=595 7 4 \H1.333x;1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 10 L=595 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 7 -54.22577691068911 5 1 4 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 5 f\fCentury|b0|i0|c0|p18; 6 c/15 2 f\fCentury|b0|i0|c0|p18; 16c/16 L=595 1 7 6 f \fCentury|b0|i0|c0|p18;16 -54.22577691068911 -54.22577691068911 -54.22577691068911 -54.22577691068911 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 f\fCentury|b0|i0|c0|p18; 12 c/11 L=90 -54.22577691068911 6 2 -54.22577691068911 -54.22577691068911 f\fCentury|b0|i0|c0|p18; 12 c/11 L=90 -54.22577691068911 2 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 -54.22577691068911 5 A f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 5 -54.22577691068911 f\fCentury|b0|i0|c0|p18; 12 c/12.5 L=90 \H1.333x;2\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 10 L=595 6 f\fCentury|b0|i0|c0|p18; 6 c/15 3 6 f \fCentury|b0|i0|c0|p18;16 2 3 35 40 45 40 40 40 45 45 30 35 40 40 50 35 45 25 35 35 35 40 40 45 40 40 50 55 50 55 50 55 40 40 40 50 55 50 55 45 40 45 40 45 40 30 40 35 45 35 45 35 45 25 35 35 35 30 35 45 45 30 420 420 360 360 260 410 420 410 15 260 200 200 310 20 15 410 420 410 260 360 360 420 420 15 20 310 200 200 260 20 15 20 4,64 5,63 5 50 100 14,67 100 30 31,67 1,67 31,67 1,67 75 19,25 110 6,67 5 110 3,33 3,33 3,33 3,33 3,33 3,33 3,67 3,67 3,67 3,67 6,67 5 105 105 3,33 33,33 33,33 102,33 102,33 40 40 40 40 4,64 5,63 4,64 5,63 4,64 5,63 4,64 5,63 40 40 40 45 45 30 50 55 50 55 50 55 50 55 50 55 45 40 33 33 33 33 3090 75 75 32 30 1010 31 31 1010 40 35 106 113 40 30 45 40 40 30 35 25 40 30 40 35 35 25 32 30 31 31 75 75 8.- PLANILLA DE FIERROS Pos forma [ F ] Diam forna Nº # a b c Long. Long Peso Peso OBS. (mm) (F) total (m) (m) (m) c/u [ m ] Total [ m ] Unit. (Kg/m) Total (Kg) Nº Vig. 1 20 2 49 49 0.33 11.50 11.83 579.67 2.470 1431.78 1 2 20 1 49 49 12.00 12.00 588.00 2.470 1452.36 1 3 20 3 49 49 8.50 0.30 8.80 431.20 2.470 1065.06 1 4 20 5 49 49 0.33 11.67 12.00 588.00 2.470 1452.36 1 5 20 1 49 49 10.20 10.20 499.80 2.470 1234.51 1 6 20 6 49 49 8.47 0.33 8.80 431.20 2.470 1065.06 1 7 20 4 154 154 0.33 9.80 0.33 10.46 1610.84 2.470 3978.77 1 8 20 4 154 154 0.33 9.80 0.33 10.46 1610.84 0.620 998.72 1 9 12 1 9 9 2.00 2.00 18.00 0.400 7.20 1 10 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 11 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 12 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 13 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 14 12 1 4 4 2.00 2.00 8.00 3.850 30.80 1 15 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 16 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 17 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 18 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 19 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 20 12 1 4 4 2.00 2.00 8.00 3.850 30.80 1 21 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 22 12 1 9 9 2.00 2.00 18.00 0.620 11.16 1 23 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 24 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 25 22 1 5 5 1.00 1.00 5.00 1.620 8.10 1 26 22 1 5 5 1.00 1.00 5.00 2.470 12.35 1 27 22 1 5 5 1.00 1.00 5.00 2.470 12.35 1 28 12 1 22 22 1.00 1.00 22.00 2.470 54.34 1 29 12 1 44 44 2.00 2.00 88.00 2.470 217.36 1 30 12 1 9 9 1.00 1.00 9.00 0.620 5.58 1 31 12 1 28 28 2.50 2.50 70.00 0.400 28.00 1 32 16 1 5 5 1.00 1.00 5.00 0.400 2.00 1 33 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 34 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 35 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 36 16 1 5 5 1.00 1.00 5.00 3.850 19.25 1 37 12 1 44 44 3.00 3.00 132.00 3.850 508.20 1 38 12 1 42 42 3.00 3.00 126.00 3.850 485.10 1 39 16 1 5 5 3.00 3.00 15.00 3.850 57.75 1 40 25 1 5 5 1.00 1.00 5.00 3.850 19.25 1 41 16 1 5 5 3.00 3.00 15.00 0.620 9.30 1 42 12 4 114 114 0.96 0.96 109.44 0.620 67.85 1 14389.33 Kg. Peso Total = a 1 b 2 a a b 3 b 4 b a 6 5 b a Pos forma [ F ] Diam forna Nº # a b c Long. Long Peso Peso OBS. (mm) (F) total (m) (m) (m) c/u [ m ] Total [ m ] Unit. (Kg/m) Total (Kg) Nº Vig. 1 20 2 49 49 0.33 11.50 11.83 579.67 2.470 1431.78 1 2 20 1 49 49 12.00 12.00 588.00 2.470 1452.36 1 3 20 3 49 49 8.50 0.30 8.80 431.20 2.470 1065.06 1 4 20 5 49 49 0.33 11.67 12.00 588.00 2.470 1452.36 1 5 20 1 49 49 10.20 10.20 499.80 2.470 1234.51 1 6 20 6 49 49 8.47 0.33 8.80 431.20 2.470 1065.06 1 7 20 4 154 154 0.33 9.80 0.33 10.46 1610.84 2.470 3978.77 1 8 20 4 154 154 0.33 9.80 0.33 10.46 1610.84 0.620 998.72 1 9 12 1 9 9 2.00 2.00 18.00 0.400 7.20 1 10 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 11 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 12 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 13 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 14 12 1 4 4 2.00 2.00 8.00 3.850 30.80 1 15 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 16 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 17 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 18 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 19 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 20 12 1 4 4 2.00 2.00 8.00 3.850 30.80 1 21 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 22 12 1 9 9 2.00 2.00 18.00 0.620 11.16 1 23 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 24 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 25 22 1 5 5 1.00 1.00 5.00 1.620 8.10 1 26 22 1 5 5 1.00 1.00 5.00 2.470 12.35 1 27 22 1 5 5 1.00 1.00 5.00 2.470 12.35 1 28 12 1 22 22 1.00 1.00 22.00 2.470 54.34 1 29 12 1 44 44 2.00 2.00 88.00 2.470 217.36 1 30 12 1 9 9 1.00 1.00 9.00 0.620 5.58 1 31 12 1 28 28 2.50 2.50 70.00 0.400 28.00 1 32 16 1 5 5 1.00 1.00 5.00 0.400 2.00 1 33 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 34 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 35 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 36 16 1 5 5 1.00 1.00 5.00 3.850 19.25 1 37 12 1 44 44 3.00 3.00 132.00 3.850 508.20 1 38 12 1 42 42 3.00 3.00 126.00 3.850 485.10 1 39 16 1 5 5 3.00 3.00 15.00 3.850 57.75 1 40 25 1 5 5 1.00 1.00 5.00 3.850 19.25 1 41 16 1 5 5 3.00 3.00 15.00 0.620 9.30 1 42 12 4 114 114 0.96 0.96 109.44 0.620 67.85 1 14389.33 Kg. Peso Total = a 1 b 2 a a b 3 b 4 b a 6 5 b a f\fCentury|b0|i0|c0|p18; 12 c/10 L=95 20 - NOVIEMBRE - 2002 N° DE PLANO FUNDACIONES I LOSA DE FUNDACION N° MEJIA ZEBALLOS RAUL AUGUSTO ING. MARTIN DUCHEN U.M.S.S. FAC. DE CIENCIAS Y TECNOLOGIA PROYECTO: DOCENTE: UNIVERSITARIO: ESCALA: MATERIA: FECHA: 1 : 30 1 / 1 CARRERA DE INGENIERIA CIVIL 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 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 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 5 5 5 5 5 A H ESCALA 1:30 VISTA EN PLANTA f 25 c/20 L=100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E F G I A B C D F E G H I 5 4 3 2 1 5 4 2 3 1 10 f 25 c/20 L=100 11 12 f 25 c/20 L=100 13 L=100 f 25 c/20 f 25 c/20 L=100 19 f 25 c/20 L=100 18 f 25 c/20 L=100 17 f 25 c/20 L=100 16 f 22 c/20 L=100 23 L=100 f 16 c/20 32 L=100 f 12 c/20 30 L=100 f 12 c/20 28 L=300 f 12 c/20 38 L=300 f 16 c/20 41 L=100 f 25 c/20 40 L=300 f 16 c/20 39 L=300 f 12 c/20 37 L=100 f 16 c/20 29 7 L=1000 f 20 c/20 8 L=1000 f 20 c/20 31 L=250 f 12 c/20 L=100 f 25 c/20 15 L=100 f 25 c/20 21 L=200 f 12 c/20 22 L=200 f 12 c/20 9 L=870 f 25 c/20 6 L=880 f 25 c/20 3 L=100 f 25 c/20 20 L=200 f 12 c/20 14 5 5 5 5 5 5 f 20 c/20 2 L=1020 f 20 c/20 1 L=1180 5 5 f 20 c/20 5 L=1020 f 20 c/20 4 L=1200 5 L=100 f 22 c/20 24 5 33 f 25 c/20 L=100 5 L=100 f 22 c/20 25 5 34 f 25 c/20 L=100 5 L=100 f 22 c/20 26 5 35 f 25 c/20 L=100 5 L=100 f 20 c/20 27 5 36 f 16 c/20 L=100 f 12 c/20 L=250 31 L=1200 f 20 c/20 L=1180 f 25 c/20 L=976 f 20 c/20 L=976 f 20 c/20 32 L=100 f 25 c/20 L=100 f 22 c/20 5 L=1020 f 25 c/20 40 L=100 f 25 c/20 3 L=882 f 20 c/20 6 L=1000 f 20 c/20 14 L=200 f 12 c/20 36 L=100 f 16 c/20 20 L=200 f 12 c/20 27 L=100 f 20 c/20 3 L=880 f 20 c/20 41 L=96 f 12 c/150 8 L=1000 f 20 c/20 9 L=200 f 12 c/20 31 L=250 f 12 c/20 7 L=1000 f 20 c/20 22 L=200 f 12 c/20 8 L=1000 f 20 c/20 41 L=96 f 25 c/20 1 L=100 f 25 c/20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D F E G H I A B C D F E G H I 4 7 1 8 23 f 25 c/20 33 L=100 f 22 c/20 24 L=100 L=100 34 f 25 c/20 L=100 25 L=100 35 f 25 c/20 L=100 26 L=100 35 f 25 c/20 L=100 27 f 22 c/20 f 22 c/20 f 22 c/20 2 f 20 c/20 L=1020 f 12 c/150 41 L=96 1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 12 1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 12 5 5 5 5 5 5 5 5 4 f 20 c/20 L=1200 L=1000 5 5 5 5 5 f 12 c/20 37 L=300 f 12 c/20 L=300 6 f 12 c/20 L=300 38 f 12 c/20 L=870 6 L=1180 1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 12 1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 12 L=1180 1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 12 L=1180 1\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 12 L=1180 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 2 2 4 4 5 5 1 1 3 3 5 5 CORTE b - b CORTE a - a CORTE c - c f 6 c/25 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 20 f 6 c/26 4f 22 f 6 c/26 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 22 f 6 c/30 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 28 f 6 c/25 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 20 f 6 c/25 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 20 f 6 c/26 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 22 f 6 c/25 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 20 f 6 c/20 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 16 f 6 c/25 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 20 f 6 c/25 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 20 f 6 c/20 4 f 16 f 6 c/30 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 28 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 28 f 6 c/30 f 6 c/30 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 28 4\fSymbol|b0|i0|c2|p18;f\fCentury|b0|i0|c0|p18; 28 f 6 c/30 Pos forma [ F ] Diam forna Nº # a b c Long. Long Peso Peso OBS. (mm) (F) total (m) (m) (m) c/u [ m ] Total [ m ] Unit. (Kg/m) Total (Kg) Nº Vig. 1 20 2 49 49 0.33 11.50 11.83 579.67 2.470 1431.78 1 2 20 1 49 49 12.00 12.00 588.00 2.470 1452.36 1 3 20 3 49 49 8.50 0.30 8.80 431.20 2.470 1065.06 1 4 20 5 49 49 0.33 11.67 12.00 588.00 2.470 1452.36 1 5 20 1 49 49 10.20 10.20 499.80 2.470 1234.51 1 6 20 6 49 49 8.47 0.33 8.80 431.20 2.470 1065.06 1 7 20 4 154 154 0.33 9.80 0.33 10.46 1610.84 2.470 3978.77 1 8 20 4 154 154 0.33 9.80 0.33 10.46 1610.84 0.620 998.72 1 9 12 1 9 9 2.00 2.00 18.00 0.400 7.20 1 10 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 11 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 12 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 13 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 14 12 1 4 4 2.00 2.00 8.00 3.850 30.80 1 15 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 16 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 17 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 18 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 19 22 1 5 5 1.00 1.00 5.00 3.850 19.25 1 20 12 1 4 4 2.00 2.00 8.00 3.850 30.80 1 21 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 22 12 1 9 9 2.00 2.00 18.00 0.620 11.16 1 23 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 24 22 1 5 5 1.00 1.00 5.00 0.620 3.10 1 25 22 1 5 5 1.00 1.00 5.00 1.620 8.10 1 26 22 1 5 5 1.00 1.00 5.00 2.470 12.35 1 27 22 1 5 5 1.00 1.00 5.00 2.470 12.35 1 28 12 1 22 22 1.00 1.00 22.00 2.470 54.34 1 29 12 1 44 44 2.00 2.00 88.00 2.470 217.36 1 30 12 1 9 9 1.00 1.00 9.00 0.620 5.58 1 31 12 1 28 28 2.50 2.50 70.00 0.400 28.00 1 32 16 1 5 5 1.00 1.00 5.00 0.400 2.00 1 33 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 34 25 1 5 5 1.00 1.00 5.00 0.620 3.10 1 35 25 1 5 5 1.00 1.00 5.00 0.400 2.00 1 36 16 1 5 5 1.00 1.00 5.00 3.850 19.25 1 37 12 1 44 44 3.00 3.00 132.00 3.850 508.20 1 38 12 1 42 42 3.00 3.00 126.00 3.850 485.10 1 39 16 1 5 5 3.00 3.00 15.00 3.850 57.75 1 40 25 1 5 5 1.00 1.00 5.00 3.850 19.25 1 41 16 1 5 5 3.00 3.00 15.00 0.620 9.30 1 42 12 4 114 114 0.96 0.96 109.44 0.620 67.85 1 14389.33 Kg. Peso Total = a 1 b 2 a a b 3 b 4 b a 6 5 b a PLANILLA DE FIERROS DATOS GENERALES Norma de diseño: Norma Boliviana del Hormigon Armado CBH - 87 Resistencia caracteristica del Hormigon para zapatas : 180 kg/cm2 Resistencia caracteristica del hormigon para las columnas y las vigas: fc=210 kg/cm^ 2 Resistencia a la fluencia del acero para columas Fy=4200 kg/cm^ 2 Resistencia a la fluencia del acero para zapatas Fy = 5000 kg/cm^ 2 Capacidad admisible del suelo = qadm=1.5 kg/cm^ 2 Recubrimiento: 5 cm en zapatas 2.5 cm en columnas tamaño maximo del agregado= 40 mm Dosificacion por m3: CEMENTO 359.5 Kg AGUA 170.0 Lt ARENA 764.4 Kg GRAVA 1194.4 Kg todas las acotaciones estan en cm. carga viva: 200 kg./m2 para losas 300 kg./m2 para escaleras peso especifico para el H° A° 2400 kg./cm2 a a b b c c

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, building, Design, DWG, flagstone, FOUNDATION, foundations, fundament, Housing, levels