Concrete Structure DWG Block for AutoCAD

Concrete Structure DWG Block for AutoCAD

Slab with mezzanine and prepared to cover metal; sheet cutting and cutting.

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

characteristics of materials, fck, ecs, wait, section, esc, section, esc, wait, esc, wait, esc, wait, esc, wait, esc, wait, esc, wait, esc, esc, wait, esc, wait, esc, esc, wait, esc, wait, esc, esc, esc, esc, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, esc, var, Foundation, var, var, esc, plant, esc, cut, var, steel ratio, ace, diam, cant, unit, c.total, corr, corr, corr, corr, var, var, var, var, var, steel summary, ace, diam, c.total, weight, total weight, vol. of total concrete, total formwork area, plant location, scale, foundation pavement formwork, scale, esc, esc, esc, wait, esc, wait, esc, esc, wait, esc, wait, esc, esc, esc, esc, esc, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, esc, mezzanine, positive reinforcement of pavement slabs mezzanine, scale, negative reinforcement of pavement slabs mezzanine, scale, var, var, var, var, var, var, descends, positive armor of the ladder, scale, cut, scale, cut, scale, steel ratio, negative, positive, ace, diam, cant, unit, c.total, var, var, var, var, corr, var, var, var, var, var, var, var, steel summary, ace, diam, c.total, weight, total weight, vol. of total concrete, total formwork area, descends, mezzanine formwork, scale, esc, esc, esc, esc, coverage, esc, esc, coverage, esc, coverage, esc, coverage, esc, coverage, esc, coverage, esc, coverage, esc, coverage, esc, coverage, steel ratio, ace, diam, cant, unit, c.total, corr, corr, corr, steel summary, ace, diam, c.total, weight, total weight, vol. of total concrete, total formwork area, pavement formwork cover, scale, Foundation, mezzanine, coverage, cut, scale, Foundation, mezzanine, coverage, cut, scale, Foundation, mezzanine, coverage, section, characteristics of materials, fck, ecs, characteristics of materials, fck, ecs, section, section, characteristics of materials, fck, ecs, characteristics of materials, fck, ecs

Raw text data extracted from CAD file:

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\A1;30.0 \A1;380.9 \A1;81.0 \A1;45.0 \A1;15.0 \A1;362.4 \A1;336.0 \A1;362.5 \A1;40.0 \A1;20.0 \A1;300.0 \A1;45.0 \A1;362.5 \A1;50.0 \A1;367.5 \A1;50.0 \A1;370.0 \A1;45.0 \A1;370.0 \A1;40.0 \A1;102.2 \A1;50.0 \A1;47.5 \A1;66.0 \A1;45.0 \A1;16.0 \A1;20.0 \A1;326.0 \A1;40.0 \A1;324.0 \A1;40.0 \A1;321.0 \A1;25.0 \A1;45.0 \A1;16.0 \A1;326.0 \A1;324.0 \A1;321.0 \A1;300.0 \A1;45.0 \A1;16.0 \A1;300.0 \A1;150.0 \A1;150.0 \A1;300.0 \A1;150.0 \A1;150.0 \A1;300.0 Características de los materiales fck Ecs (kgf/cm²) (kgf/cm²) 180 201950 V7 V7 V7 (16x45) V7 V8 (16x65) V8 V8 (16x45) V8 V8 V3 (20x50) V2 (20x50) V4 (25x50) V4 (25x65) V6 (20x60) V1 (16x45) V1 V1 V1 (20x50) V5 (15x40) (20x40) P1 (20x40) P2 (20x40) P3 (25x45) P4(NACE) (20x40) P5 (20x50) P6(NACE) (20x40) P7 (20x50) P8(NACE) (16x45) P9 (18x45) P10(NACE) (16x40) P11 (16x40) P12(NACE) (30x30) P15(MUERE) (30x40) P16(MUERE) (30x40) P17(MUERE) (C30) P18 (C30) P19 (15x40) P20(NACE) (30x30) P21(MUERE) (C30) P22 (C30) P23 (25x25) P24(MUERE) P1 P2 P3 P15 V8 5 5 5 5 5 5 5 5 Espera P4 0 3ø2c 1:50 V1 (var) A A SECCION A-A ESC 1:25 5 5 B B SECCION B-B ESC 1:25 5 5 5 14 N1 c/25 5 13 N1 c/25 5 13 N1 c/19 5 11 N2 c/7 Espera P4 ESC 1:25 2x2 N18 ø8.0 2 N23 ø10.0 L=1002 3 N24 ø10.0 L=143 12 100 36 2 N25 ø10.0 L=381 4 N53 ø12.5 L=281 237 47 1 N54 ø12.5 L=321 277 47 2 N55 ø12.5 L=1162 28 1093 47 40 N1 ø6.0 L=122 13 42 11 N2 ø6.0 L=140 17 47 7 N70 ø16.0 L=146 20 130 P16 V8 5 5 Espera P6 0 1ø2c 1:50 V2 (20 x 50) A A ESC 1:25 5 5 5 14 N2 c/5 Espera P6 ESC 1:25 3 N19 ø8.0 L=169 79 16 2 N26 ø10.0 L=157 12 105 45 5 N71 ø16.0 L=225 80 105 47 14 N2 ø6.0 L=140 17 47 8 N56 ø12.5 L=130 20 113 P17 V8 5 5 Espera P8 0 1ø2c 1:50 V3 (20 x 50) A A ESC 1:25 5 5 5 14 N2 c/5 Espera P8 ESC 1:25 3 N19 ø8.0 L=169 79 16 2 N26 ø10.0 L=157 12 105 45 5 N71 ø16.0 L=225 80 105 47 14 N2 ø6.0 L=140 17 47 10 N70 ø16.0 L=146 20 130 P19 P20 P21 V8 5 5 5 5 5 Espera P20 Espera P10 0 1ø2c 1ø2c 1:50 V4 (var) A A ESC 1:25 5 5 B B ESC 1:25 5 5 5 17 N3 c/17 5 13 N4 c/6 Espera P20 ESC 1:25 Espera P10 ESC 1:25 2x4 N18 ø8.0 5 N27 ø10.0 L=330 45 287 3 N28 ø10.0 L=157 12 100 50 3 N29 ø10.0 L=378 3 N72 ø16.0 L=340 282 62 1 N73 ø16.0 L=365 307 62 3 N74 ø16.0 L=480 47 378 62 17 N3 ø6.0 L=150 22 47 13 N4 ø6.0 L=180 22 62 11 N30 ø10.0 L=118 20 100 8 N75 ø16.0 L=161 20 145 V8 5 0 1:50 V5 (15 x 40) A A ESC 1:25 5 5 5 5 N5 c/22 2 N31 ø10.0 L=120 110 12 2 N32 ø10.0 L=181 37 110 39 5 N5 ø6.0 L=110 12 37 P23 P24 V8 5 5 5 5 Espera P12 0 2ø2c 1:50 V6 (20 x 60) A A ESC 1:25 5 5 5 10 N6 c/30 5 16 N6 c/5 Espera P12 ESC 1:25 2x3 N20 ø8.0 2x3 N21 ø8.0 1 N33 ø10.0 L=337 50 289 3 N34 ø10.0 L=461 50 378 38 2 N76 ø16.0 L=330 277 57 1 N77 ø16.0 L=375 322 57 3 N78 ø16.0 L=485 57 378 57 26 N6 ø6.0 L=160 17 57 7 N57 ø12.5 L=140 20 123 P11 P9 P7 P5 P1 5 5 5 5 5 5 5 5 5 0 5 1:50 V7 (16 x 45) A A ESC 1:25 5 5 5 15 N1 c/25 5 15 N1 c/25 5 16 N1 c/25 5 15 N1 c/25 2 N35 ø10.0 L=839 2 N36 ø10.0 L=836 2 N37 ø10.0 L=1198 35 1165 2 N38 ø10.0 L=641 608 35 61 N1 ø6.0 L=122 13 42 V6 V5 V4 V3 V2 V1 5 5 5 5 0 1ø2c 5 5 5 1:50 V8 (var) A A ESC 1:25 5 5 B B ESC 1:25 5 5 5 54 N7 c/8 5 16 N1 c/25 5 16 N1 c/25 5 17 N1 c/25 2x3 N22 ø8.0 5 N39 ø10.0 L=464 12 445 12 2 N40 ø10.0 L=857 2 N41 ø10.0 L=441 431 12 1 N58 ø12.5 L=548 1 N59 ø12.5 L=360 2 N60 ø12.5 L=1197 48 1152 2 N61 ø12.5 L=699 674 28 54 N7 ø6.0 L=162 13 62 49 N1 ø6.0 L=122 13 42 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P2=P3 VAR 9 N8 c/12 9 N9 ø6.0 L=34 5 5 5 5 VAR 100(+/-35) 5 0 ESC 1:50 Planta S2=S3 ESC 1:50 Corte 6 N42 ø10.0 L=VAR 20 VAR 50 9 N8 ø6.0 L=120 17 37 N9 8 N43 ø10.0 c/15 L=143 26 96 26 6 N44 ø10.0 c/18 L=163 26 116 26 5 ESC 1:25 5 0 VAR Fundacion - L1 1:25 P18 VAR 9 N10 c/12 5 5 5 5 VAR 100(+/-35) 5 0 ESC 1:50 Planta S18 ESC 1:50 Corte 6 N42 ø10.0 L=VAR 20 VAR 50 9 N10 ø6.0 L=94 7 N45 ø10.0 c/16 L=153 26 106 26 7 N45 ø10.0 c/16 L=153 26 106 26 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P1 VAR 9 N8 c/12 9 N9 ø6.0 L=34 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S1 ESC 1:50 Corte 6 N42 ø10.0 L=VAR 20 VAR 50 9 N8 ø6.0 L=120 17 37 N9 11 N46 ø10.0 c/13 L=138 16 111 16 7 N47 ø10.0 c/16 L=158 16 131 16 5 ESC 1:25 5 0 VAR Fundacion - L1 1:25 P19 VAR 9 N10 c/12 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S19 ESC 1:50 Corte 6 N79 ø16.0 L=VAR 20 VAR 80 9 N10 ø6.0 L=94 11 N47 ø10.0 c/13 L=158 16 131 16 11 N47 ø10.0 c/13 L=158 16 131 16 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P15 VAR 9 N11 c/12 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S15 ESC 1:50 Corte 8 N48 ø10.0 L=VAR 20 VAR 9 N11 ø6.0 L=120 27 27 16 N49 ø10.0 c/10 L=178 16 151 16 16 N49 ø10.0 c/10 L=178 16 151 16 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P11 VAR 9 N12 c/12 9 N13 ø6.0 L=30 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P5=P7 VAR 2x9 N8 c/12 2x9 N9 ø6.0 L=34 5 5 VAR VAR VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S5=S7=S11 ESC 1:50 Corte 6 N42 ø10.0 L=VAR 20 VAR 50 9 N12 ø6.0 L=112 13 37 N13 2x6 N42 ø10.0 L=VAR 20 VAR 50 2x9 N8 ø6.0 L=120 17 37 N9 3x19 N50 ø10.0 c/9 L=173 16 146 16 3x15 N51 ø10.0 c/10 L=193 16 166 16 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P9 VAR 9 N1 c/12 9 N13 ø6.0 L=30 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S9 ESC 1:50 Corte 6 N42 ø10.0 L=VAR 20 VAR 50 9 N1 ø6.0 L=122 13 42 N13 16 N62 ø12.5 c/12 L=177 16 151 16 17 N52 ø10.0 c/9 L=208 16 181 16 5 ESC 1:25 5 0 VAR Fundacion - L1 1:25 P22 VAR 7 N10 c/15 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P24 VAR 8 N14 c/13 5 5 VAR VAR VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S22=S24 ESC 1:50 Corte 6 N63 ø12.5 L=VAR 20 VAR 63 7 N10 ø6.0 L=94 6 N80 ø16.0 L=VAR 20 VAR 8 N14 ø6.0 L=100 22 22 2x17 N64 ø12.5 c/11 L=212 16 186 16 2x17 N65 ø12.5 c/11 L=207 16 181 16 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P17 VAR 6 N15 c/19 6 N16 ø6.0 L=54 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S17 ESC 1:50 Corte 10 N80 ø16.0 L=VAR 20 VAR 6 N15 ø6.0 L=140 27 37 N16 19 N81 ø16.0 c/12 L=201 26 156 26 16 N66 ø12.5 c/10 L=272 26 226 26 5 ESC 1:25 5 0 VAR Fundacion - L1 1:25 P23 VAR 6 N10 c/19 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S23 ESC 1:50 Corte 6 N79 ø16.0 L=VAR 20 VAR 80 6 N10 ø6.0 L=94 20 N67 ø12.5 c/10 L=217 16 191 16 20 N67 ø12.5 c/10 L=217 16 191 16 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P21 VAR 6 N11 c/17 6 N17 ø6.0 L=43 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S21 ESC 1:50 Corte 6 N80 ø16.0 L=VAR 20 VAR 6 N11 ø6.0 L=120 27 27 N17 23 N68 ø12.5 c/9 L=227 16 201 16 23 N68 ø12.5 c/9 L=227 16 201 16 5 5 ESC 1:25 0 VAR Fundacion - L1 1:25 P16 VAR 6 N15 c/19 6 N16 ø6.0 L=54 5 5 5 5 VAR 100(+/-35) 5 5 0 ESC 1:50 Planta S16 ESC 1:50 Corte 10 N80 ø16.0 L=VAR 20 VAR 6 N15 ø6.0 L=140 27 37 N16 27 N68 ø12.5 c/8 L=227 16 201 16 23 N69 ø12.5 c/9 L=242 16 216 16 Relación del acero S1 2xS2 S5 S9 S15 S16 S17 S18 S19 S21 S22 S23 V1 V2 V3 V4 V5 V6 V7 V8 ACE N DIAM CANT UNIT (cm) C.TOTAL (cm) CA60 1 6.0 159 122 19398 2 6.0 39 140 5460 3 6.0 17 150 2550 4 6.0 13 180 2340 5 6.0 5 110 550 6 6.0 26 160 4160 7 6.0 54 162 8748 8 6.0 45 120 5400 9 6.0 45 34 1530 10 6.0 31 94 2914 11 6.0 15 120 1800 12 6.0 9 112 1008 13 6.0 18 30 540 14 6.0 8 100 800 15 6.0 12 140 1680 16 6.0 12 54 648 17 6.0 6 43 258 CA50 18 8.0 12 CORR 876 19 8.0 6 169 1014 20 8.0 6 CORR 1686 21 8.0 6 CORR 456 22 8.0 6 CORR 2418 23 10.0 2 1002 2004 24 10.0 3 143 429 25 10.0 2 381 762 26 10.0 4 157 628 27 10.0 5 330 1650 28 10.0 3 157 471 29 10.0 3 378 1134 30 10.0 11 118 1298 31 10.0 2 120 240 32 10.0 2 181 362 33 10.0 1 337 337 34 10.0 3 461 1383 35 10.0 2 839 1678 36 10.0 2 836 1672 37 10.0 2 1198 2396 38 10.0 2 641 1282 39 10.0 5 464 2320 40 10.0 2 857 1714 41 10.0 2 441 882 42 10.0 48 VAR VAR 43 10.0 16 143 2288 44 10.0 12 163 1956 45 10.0 14 153 2142 46 10.0 11 138 1518 47 10.0 29 158 4582 48 10.0 8 VAR VAR 49 10.0 32 178 5696 50 10.0 57 173 9861 51 10.0 45 193 8685 52 10.0 17 208 3536 53 12.5 4 281 1124 54 12.5 1 321 321 55 12.5 2 1162 2324 56 12.5 8 130 1040 57 12.5 7 140 980 58 12.5 1 548 548 59 12.5 1 360 360 60 12.5 2 1197 2394 61 12.5 2 699 1398 62 12.5 16 177 2832 63 12.5 6 VAR VAR 64 12.5 34 212 7208 65 12.5 34 207 7038 66 12.5 16 272 4352 67 12.5 40 217 8680 68 12.5 73 227 16571 69 12.5 23 242 5566 70 16.0 17 146 2482 71 16.0 10 225 2250 72 16.0 3 340 1020 73 16.0 1 365 365 74 16.0 3 480 1440 75 16.0 8 161 1288 76 16.0 2 330 660 77 16.0 1 375 375 78 16.0 3 485 1455 79 16.0 12 VAR VAR 80 16.0 32 VAR VAR 81 16.0 19 201 3819 Resumen del acero ACE DIAM C.TOTAL (m) PESO + 10 % (kg) CA50 CA60 8.0 10.0 12.5 16.0 6.0 64.5 719 638.2 211.6 597.9 28 487.6 676.2 367.3 146 PESO TOTAL CA50 CA60 1559.1 146 Vol. de concreto total (C-18) = 20.26 m³ Área de encofrado total = 104.58 m² 20x40 cm P1 20x40 cm P2 20x40 cm P3 20x40 cm P5 20x40 cm P7 16x45 cm P9 16x40 cm P11 30x30 cm P15 30x40 cm P16 30x40 cm P17 C30 cm P18 C30 cm P19 30x30 cm P21 C30 cm P22 C30 cm P23 25x25 cm P24 Planta de localización escala 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7.50 E 432.50 D 850.00 C 1267.50 B 1677.50 A 10.00 1 368.00 2 732.00 3 1010.00 4 A A B B V7 V7 V7 (16x45) V7 V8 (16x65) V8 V8 (16x45) V8 V8 V3 (20x50) V2 (20x50) V4 (25x50) V4 (25x65) V6 (20x60) V1 (16x45) V1 V1 V1 (20x50) V5 (15x40) (20x40) P1 (20x40) P2 (20x40) P3 (25x45) P4(NACE) (20x40) P5 (20x50) P6(NACE) (20x40) P7 (20x50) P8(NACE) (16x45) P9 (18x45) P10(NACE) (16x40) P11 (16x40) P12(NACE) (30x30) P15(MUERE) (30x40) P16(MUERE) (30x40) P17(MUERE) (C30) P18 (C30) P19 (15x40) P20(NACE) (30x30) P21(MUERE) (C30) P22 (C30) P23 (25x25) P24(MUERE) Encofrado del pavimento Fundación escala 1:50 P1 P2 P3 P4 5 5 5 5 5 5 5 300 15 20 100 5 1:50 V1 (16 x 45) A A ESC 1:25 5 5 5 14 N29 c/25 5 13 N29 c/25 5 13 N29 c/25 1 N34 ø8.0 L=216 1 N35 ø8.0 L=204 1 N36 ø8.0 L=214 2 N37 ø8.0 L=1093 1 N38 ø8.0 L=240 3 N39 ø8.0 L=1147 29 1093 29 40 N29 ø6.3 L=122 13 42 P9 P18 P19 P10 5 5 5 5 5 5 5 300 22 70 5 1:50 V2 (16 x 45) A A ESC 1:25 5 5 5 14 N29 c/25 5 14 N29 c/25 5 14 N29 c/25 1 N40 ø8.0 L=238 1 N41 ø8.0 L=184 1 N42 ø8.0 L=359 2 N43 ø8.0 L=1102 10 1094 1 N44 ø8.0 L=604 3 N45 ø8.0 L=1148 29 1094 29 42 N29 ø6.3 L=122 13 42 P11 P22 P23 P12 5 5 5 5 5 5 5 300 27 5 1:50 V3 (16 x 45) A A ESC 1:25 5 5 5 16 N29 c/21 5 14 N29 c/25 5 14 N29 c/25 2x2 N46 ø8.0 1 N47 ø8.0 L=218 1 N48 ø8.0 L=366 10 358 1 N48 ø8.0 L=366 358 10 3 N49 ø8.0 L=1109 10 1093 10 1 N97 ø12.5 L=704 2 N98 ø12.5 L=1143 28 1093 28 44 N29 ø6.3 L=122 13 42 V8 P22 P18 5 5 5 5 Espera P13 300 1ø2c 2ø2c 5 1:50 V5 (18 x 50) A A ESC 1:25 5 5 5 7 N30 c/17 5 6 N30 c/21 5 7 N30 c/17 5 10 N30 c/28 Espera P13 ESC 1:25 3 N50 ø8.0 L=720 36 686 2 N99 ø12.5 L=482 2 N104 ø16.0 c/20 L=390 1 N105 ø16.0 L=505 47 462 1 N106 ø16.0 L=545 47 502 2 N107 ø16.0 L=753 47 686 27 30 N30 ø6.3 L=136 15 47 5 N84 ø10.0 L=118 20 100 V8 P11 P9 P7 P5 P1 5 5 5 5 5 5 5 5 5 5 300 98 95 95 5 5 5 5 1:50 V4 (16 x 45) A A ESC 1:25 5 5 5 5 N29 c/25 5 15 N29 c/25 5 15 N29 c/25 5 16 N29 c/25 5 15 N29 c/25 1 N51 ø8.0 L=546 29 519 1 N52 ø8.0 L=208 2 N53 ø8.0 L=966 29 939 1 N54 ø8.0 L=213 1 N55 ø8.0 L=215 2 N56 ø8.0 L=834 1 N57 ø8.0 L=255 1 N58 ø8.0 L=1060 1 N55 ø8.0 L=215 1 N59 ø8.0 L=136 109 29 2 N60 ø8.0 L=1198 42 1158 2 N61 ø8.0 L=747 720 29 66 N29 ø6.3 L=122 13 42 V8 P23 P19 5 5 5 5 Espera P14 300 1ø2c 2ø2c 5 1:50 V6 (18 x 50) A A ESC 1:25 5 5 5 7 N30 c/17 5 6 N30 c/21 5 6 N30 c/19 5 11 N30 c/28 Espera P14 ESC 1:25 3 N50 ø8.0 L=720 36 686 2 N100 ø12.5 L=485 2 N104 ø16.0 c/20 L=390 1 N105 ø16.0 L=505 47 462 1 N108 ø16.0 L=550 47 507 2 N107 ø16.0 L=753 47 686 27 30 N30 ø6.3 L=136 15 47 5 N84 ø10.0 L=118 20 100 V8 P12 P10 P8 P6 P4 5 5 5 5 5 5 5 5 5 5 300 95 123 105 45 5 5 1:50 V7 (16 x 45) A A ESC 1:25 5 5 5 5 N29 c/25 5 15 N29 c/25 5 15 N29 c/25 5 15 N29 c/25 5 15 N29 c/25 1 N59 ø8.0 L=136 29 109 1 N62 ø8.0 L=203 1 N63 ø8.0 L=233 2 N64 ø8.0 L=981 29 954 1 N54 ø8.0 L=213 1 N65 ø8.0 L=230 2 N66 ø8.0 L=832 1 N85 ø10.0 L=220 2 N86 ø10.0 L=1198 42 1158 2 N87 ø10.0 L=777 735 44 65 N29 ø6.3 L=122 13 42 V4 V5 V6 V7 5 5 5 300 5 5 1:50 V8 (15 x 45) A A ESC 1:25 5 5 5 45 N31 c/25 2 N67 ø8.0 L=1155 2 N68 ø8.0 L=90 2 N68 ø8.0 L=90 2 N42 ø8.0 L=359 2 N69 ø8.0 L=296 2 N42 ø8.0 L=359 45 N31 ø6.3 L=120 12 42 P20 V10 P10 5 5 5 150 89 1:50 V9 (15 x 40) A A ESC 1:25 5 5 5 9 N32 c/22 1 N70 ø8.0 L=132 99 35 2 N71 ø8.0 L=259 226 35 2 N72 ø8.0 L=295 36 226 37 9 N32 ø6.3 L=110 12 37 V9 5 150 1:50 V10 (10 x 30) A A ESC 1:25 5 5 5 7 N33 c/16 2 N73 ø8.0 L=115 2 N73 ø8.0 L=115 7 N33 ø6.3 L=80 7 27 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P1=P2=P3=P5=P7 5 25 N1 c/12 25 N2 ø6.0 L=34 6 N88 ø10.0 L=350 300 50 25 N1 ø6.0 L=120 17 37 N2 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P10 5 17 N3 c/18 17 N4 ø6.0 L=31 6 N109 ø16.0 L=380 300 80 17 N3 ø6.0 L=126 15 42 N4 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P11 5 25 N5 c/12 25 N6 ø6.0 L=30 6 N88 ø10.0 L=350 300 50 25 N5 ø6.0 L=112 13 37 N6 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P12 5 20 N5 c/15 20 N7 ø6.0 L=29 6 N101 ø12.5 L=363 300 63 20 N5 ø6.0 L=112 13 37 N7 5 ESC 1:25 5 300 0 Entrepiso - L2 1:25 P18 5 25 N8 c/12 6 N89 ø10.0 L=298 298 25 N8 ø6.0 L=94 5 ESC 1:25 5 300 0 Entrepiso - L2 1:25 P19=P23 5 16 N8 c/19 6 N110 ø16.0 L=298 298 16 N8 ø6.0 L=94 5 5 ESC 1:25 150 0 Entrepiso - L2 1:15 P20 5 13 N9 c/12 13 N10 ø6.0 L=29 10 N90 ø10.0 L=148 148 13 N9 ø6.0 L=110 12 37 N10 5 ESC 1:25 5 300 0 Entrepiso - L2 1:25 P22 5 20 N8 c/15 6 N102 ø12.5 L=298 298 20 N8 ø6.0 L=94 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P4 5 16 N11 c/19 4 N109 ø16.0 L=380 300 80 16 N11 ø6.0 L=140 22 42 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P6 5 20 N12 c/15 20 N13 ø6.0 L=33 6 N101 ø12.5 L=363 300 63 20 N12 ø6.0 L=140 17 47 N13 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P8 5 16 N12 c/19 16 N14 ø6.0 L=33 6 N109 ø16.0 L=380 300 80 16 N12 ø6.0 L=140 17 47 N14 5 5 ESC 1:25 300 0 Entrepiso - L2 1:25 P9 5 25 N15 c/12 25 N6 ø6.0 L=30 6 N88 ø10.0 L=350 300 50 25 N15 ø6.0 L=122 13 42 N6 Armadura positiva de las losas del pavimento Entrepiso escala 1:50 L1 L2 L3 L4 L5 L6 21 N74 ø8.0 c/20 L=372 17 N16 ø6.0 c/20 L=438 21 N17 ø6.0 c/20 L=379 18 N16 ø6.0 c/20 L=438 5 N18 ø6.0 c/20 L=372 16 N19 ø6.0 c/20 L=164 9 N16 ø6.0 c/20 L=438 9 N20 ø6.0 c/20 L=117 6 N75 ø8.0 c/18 L=VAR 7 N74 ø8.0 c/18 L=372 14 N21 ø6.0 c/25 L=VAR 13 N76 ø8.0 c/20 L=379 4 N22 ø6.0 c/25 L=VAR 8 N23 ø6.0 c/25 L=268 4 N24 ø6.0 c/25 L=VAR 6 N77 ø8.0 c/17 L=VAR 7 N74 ø8.0 c/17 L=372 14 N25 ø6.0 c/25 L=VAR Armadura negativa de las losas del pavimento Entrepiso escala 1:50 L1 L2 L3 L4 L5 L6 20 N91 ø10.0 c/18 L=VAR 9 41 VAR 7 21 N92 ø10.0 c/20 L=191 7 182 7 18 N93 ø10.0 c/20 L=VAR 9 41 VAR 7 21 N94 ø10.0 c/20 L=VAR 7 VAR 9 14 N95 ø10.0 c/17 L=VAR 9 41 VAR 7 14 N95 ø10.0 c/17 L=VAR 7 VAR 41 9 18 N96 ø10.0 c/20 L=VAR 9 41 VAR 9 LE1 h=12 130 LE2 h=12 150 L3 h=12 300 DESCE DESCE V9 (15x40) e=-150 V10 (10x30) e=-150 V2 (16x45) V3 (16x45) V6 (18x50) V7 (16x45) (18x45) P10 (16x40) P12 (C30) P19(MUERE) (15x40) P20(MUERE) (C30) P23(MUERE) A A B B Armadura positiva de la escalera escala 1:25 300 150 5 5 5 15 N81 c/19 14 N81 c/20 Corte A-A (LE3) escala 1:25 130 0 5 5 5 11 N83 c/25 14 N83 c/20 Corte B-B (LE4) escala 1:25 4 N26 ø6.0 c/25 L=122 6 116 6 N78 ø8.0 c/20 L=107 6 N27 ø6.0 c/20 L=97 5 N79 ø8.0 c/20 L=123 7 116 4 N28 ø6.0 c/25 L=415 9 30 287 83 9 19 N80 ø8.0 c/5 L=410 70 287 54 15 N81 ø8.0 L=103 8 91 8 14 N81 ø8.0 L=103 8 91 8 7 N82 ø8.0 c/15 L=406 10 12 7 288 86 9 9 N103 ø12.5 c/12 L=407 9 47 301 5 37 12 8 11 N83 ø8.0 L=111 7 101 7 14 N83 ø8.0 L=111 7 101 7 Relación del acero LE3 Negativos 5xP1 P4 P6 P8 P9 P10 P11 P12 P18 2xP19 P20 P22 Positivos V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 ACE N DIAM CANT UNIT (cm) C.TOTAL (cm) CA60 1 6.0 125 120 15000 2 6.0 125 34 4250 3 6.0 17 126 2142 4 6.0 17 31 527 5 6.0 45 112 5040 6 6.0 50 30 1500 7 6.0 20 29 580 8 6.0 77 94 7238 9 6.0 13 110 1430 10 6.0 13 29 377 11 6.0 16 140 2240 12 6.0 36 140 5040 13 6.0 20 33 660 14 6.0 16 33 528 15 6.0 25 122 3050 16 6.0 44 438 19272 17 6.0 21 379 7959 18 6.0 5 372 1860 19 6.0 16 164 2624 20 6.0 9 117 1053 21 6.0 14 VAR VAR 22 6.0 4 VAR VAR 23 6.0 8 268 2144 24 6.0 4 VAR VAR 25 6.0 14 VAR VAR 26 6.0 4 122 488 27 6.0 6 97 582 28 6.0 4 415 1660 CA50 29 6.3 257 122 31354 30 6.3 60 136 8160 31 6.3 45 120 5400 32 6.3 9 110 990 33 6.3 7 80 560 34 8.0 1 216 216 35 8.0 1 204 204 36 8.0 1 214 214 37 8.0 2 1093 2186 38 8.0 1 240 240 39 8.0 3 1147 3441 40 8.0 1 238 238 41 8.0 1 184 184 42 8.0 5 359 1795 43 8.0 2 1102 2204 44 8.0 1 604 604 45 8.0 3 1148 3444 46 8.0 4 CORR 1340 47 8.0 1 218 218 48 8.0 2 366 732 49 8.0 3 1109 3327 50 8.0 6 720 4320 51 8.0 1 546 546 52 8.0 1 208 208 53 8.0 2 966 1932 54 8.0 2 213 426 55 8.0 2 215 430 56 8.0 2 834 1668 57 8.0 1 255 255 58 8.0 1 1060 1060 59 8.0 2 136 272 60 8.0 2 1198 2396 61 8.0 2 747 1494 62 8.0 1 203 203 63 8.0 1 233 233 64 8.0 2 981 1962 65 8.0 1 230 230 66 8.0 2 832 1664 67 8.0 2 1155 2310 68 8.0 4 90 360 69 8.0 2 296 592 70 8.0 1 132 132 71 8.0 2 259 518 72 8.0 2 295 590 73 8.0 4 115 460 74 8.0 35 372 13020 75 8.0 6 VAR VAR 76 8.0 13 379 4927 77 8.0 6 VAR VAR 78 8.0 6 107 642 79 8.0 5 123 615 80 8.0 19 410 7790 81 8.0 29 103 2987 82 8.0 7 406 2842 83 8.0 25 111 2775 84 10.0 10 118 1180 85 10.0 1 220 220 86 10.0 2 1198 2396 87 10.0 2 777 1554 88 10.0 42 350 14700 89 10.0 6 298 1788 90 10.0 10 148 1480 91 10.0 20 VAR VAR 92 10.0 21 191 4011 93 10.0 18 VAR VAR 94 10.0 21 VAR VAR 95 10.0 28 VAR VAR 96 10.0 18 VAR VAR 97 12.5 1 704 704 98 12.5 2 1143 2286 99 12.5 2 482 964 100 12.5 2 485 970 101 12.5 12 363 4356 102 12.5 6 298 1788 103 12.5 9 407 3663 104 16.0 4 390 1560 105 16.0 2 505 1010 106 16.0 1 545 545 107 16.0 4 753 3012 108 16.0 1 550 550 109 16.0 16 380 6080 110 16.0 12 298 3576 Resumen del acero ACE DIAM C.TOTAL (m) PESO + 10 % (kg) CA50 CA60 6.3 8.0 10.0 12.5 16.0 6.0 464.7 827.2 865.9 147.4 163.4 949.2 125.1 359 587.2 156.1 283.6 231.7 PESO TOTAL CA50 CA60 1511 231.7 Vol. de concreto total (C-18) = 18.06 m³ Área de encofrado total = 232.08 m² A A B B LE1 h=12 -170 LE2 h=12 -150 L1 h=10 L2 h=10 L4 h=10 L5 h=10 L6 h=10 L3 h=12 DESCE DESCE V9 (15x40) e=-150 V10 (10x30) e=-150 V2 (16x45) V2 V2 V2 V3 (16x45) V3 V3 V5 V5 (18x50) V6 V6 (18x50) V1 (16x45) V1 V1 V7 V7 (16x45) V7 V7 V4 V4 V4 (16x45) V4 V8 (15x45) (20x40) P1 (20x40) P2 (20x40) P3 (25x45) P4 (20x40) P5 (20x50) P6 (20x40) P7 (20x50) P8 (16x45) P9 (18x45) P10 (16x40) P11 (16x40) P12 (15x30) P13(NACE) (15x30) P14(NACE) (C30) P18(MUERE) (C30) P19(MUERE) (15x40) P20(MUERE) (C30) P22(MUERE) (C30) P23(MUERE) Encofrado del pavimento Entrepiso escala 1:50 P1 P2 P3 P4 5 5 5 5 5 5 5 600 25 150 1:50 V1 (16 x 45) A A ESC 1:25 5 5 5 14 N14 c/25 5 13 N14 c/25 5 13 N14 c/25 1 N16 ø8.0 L=230 1 N17 ø8.0 L=204 1 N18 ø8.0 L=195 2 N19 ø8.0 L=1093 3 N20 ø8.0 L=1147 29 1093 29 40 N14 ø6.3 L=122 13 42 V4 P11 P9 P7 P5 P1 5 5 5 5 5 5 5 5 5 5 600 145 93 115 110 5 5 5 5 1:50 V2 (16 x 45) A A ESC 1:25 5 5 5 5 N14 c/21 5 15 N14 c/25 5 15 N14 c/25 5 16 N14 c/25 5 15 N14 c/25 2x2 N21 ø8.0 1 N22 ø8.0 L=136 29 109 1 N23 ø8.0 L=193 1 N24 ø8.0 L=213 2 N25 ø8.0 L=966 29 939 1 N24 ø8.0 L=213 1 N26 ø8.0 L=215 2 N27 ø8.0 L=834 2 N28 ø8.0 L=276 42 236 1 N29 ø8.0 L=180 1 N29 ø8.0 L=180 1 N29 ø8.0 L=180 1 N22 ø8.0 L=136 109 29 2 N30 ø8.0 L=1198 42 1158 2 N31 ø8.0 L=732 705 29 66 N14 ø6.3 L=122 13 42 V3 P14 P13 V2 5 5 5 5 5 600 5 1:50 V4 (15 x 45) A A ESC 1:25 5 5 5 17 N15 c/22 5 16 N15 c/22 5 17 N15 c/22 2x2 N32 ø8.0 2x2 N33 ø8.0 2x2 N32 ø8.0 2 N34 ø8.0 L=1155 2 N35 ø8.0 L=1073 40 1035 2 N36 ø8.0 L=239 201 40 50 N15 ø6.3 L=120 12 42 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P1=P2=P3=P5=P7 5 25 N1 c/12 25 N2 ø6.0 L=34 6 N50 ø10.0 L=298 298 25 N1 ø6.0 L=120 17 37 N2 P4 P6 P8 P10 P12 V4 5 5 5 5 5 5 5 5 5 5 600 158 10 68 5 30005 5 5 1:50 V3 (16 x 45) A A ESC 1:25 5 5 5 15 N14 c/25 5 15 N14 c/25 5 15 N14 c/25 5 15 N14 c/25 5 5 N14 c/25 2x2 N21 ø8.0 2 N37 ø8.0 L=114 1 N38 ø8.0 L=234 1 N39 ø8.0 L=233 2 N40 ø8.0 L=852 1 N41 ø8.0 L=196 1 N42 ø8.0 L=183 1 N22 ø8.0 L=136 109 29 2 N43 ø8.0 L=961 934 29 1 N44 ø8.0 L=158 29 131 1 N45 ø8.0 L=170 1 N46 ø8.0 L=135 1 N45 ø8.0 L=170 1 N47 ø8.0 L=256 216 42 1 N47 ø8.0 L=256 216 42 2 N48 ø8.0 L=1198 29 1171 2 N49 ø8.0 L=734 694 42 65 N14 ø6.3 L=122 13 42 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P10 5 17 N3 c/18 17 N4 ø6.0 L=31 6 N52 ø16.0 L=298 298 17 N3 ø6.0 L=126 15 42 N4 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P11 5 25 N5 c/12 25 N6 ø6.0 L=30 6 N50 ø10.0 L=298 298 25 N5 ø6.0 L=112 13 37 N6 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P12 5 20 N5 c/15 20 N7 ø6.0 L=29 6 N51 ø12.5 L=298 298 20 N5 ø6.0 L=112 13 37 N7 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P13=P14 5 25 N8 c/12 4 N50 ø10.0 L=298 298 25 N8 ø6.0 L=90 12 27 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P4 5 16 N9 c/19 4 N52 ø16.0 L=298 298 16 N9 ø6.0 L=140 22 42 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P6 5 20 N10 c/15 20 N11 ø6.0 L=33 6 N51 ø12.5 L=298 298 20 N10 ø6.0 L=140 17 47 N11 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P8 5 16 N10 c/19 16 N12 ø6.0 L=33 6 N52 ø16.0 L=298 298 16 N10 ø6.0 L=140 17 47 N12 5 5 ESC 1:25 600 300 Cobertura - L3 1:25 P9 5 25 N13 c/12 25 N6 ø6.0 L=30 6 N50 ø10.0 L=298 298 25 N13 ø6.0 L=122 13 42 N6 Relación del acero 5xP1 P4 P6 P8 P9 P10 P11 P12 2xP13 V1 V2 V3 V4 ACE N DIAM CANT UNIT (cm) C.TOTAL (cm) CA60 1 6.0 125 120 15000 2 6.0 125 34 4250 3 6.0 17 126 2142 4 6.0 17 31 527 5 6.0 45 112 5040 6 6.0 50 30 1500 7 6.0 20 29 580 8 6.0 50 90 4500 9 6.0 16 140 2240 10 6.0 36 140 5040 11 6.0 20 33 660 12 6.0 16 33 528 13 6.0 25 122 3050 CA50 14 6.3 171 122 20862 15 6.3 50 120 6000 16 8.0 1 230 230 17 8.0 1 204 204 18 8.0 1 195 195 19 8.0 2 1093 2186 20 8.0 3 1147 3441 21 8.0 8 CORR 816 22 8.0 3 136 408 23 8.0 1 193 193 24 8.0 2 213 426 25 8.0 2 966 1932 26 8.0 1 215 215 27 8.0 2 834 1668 28 8.0 2 276 552 29 8.0 3 180 540 30 8.0 2 1198 2396 31 8.0 2 732 1464 32 8.0 8 CORR 2896 33 8.0 4 CORR 1344 34 8.0 2 1155 2310 35 8.0 2 1073 2146 36 8.0 2 239 478 37 8.0 2 114 228 38 8.0 1 234 234 39 8.0 1 233 233 40 8.0 2 852 1704 41 8.0 1 196 196 42 8.0 1 183 183 43 8.0 2 961 1922 44 8.0 1 158 158 45 8.0 2 170 340 46 8.0 1 135 135 47 8.0 2 256 512 48 8.0 2 1198 2396 49 8.0 2 734 1468 50 10.0 50 298 14900 51 12.5 12 298 3576 52 16.0 16 298 4768 Resumen del acero ACE DIAM C.TOTAL (m) PESO + 10 % (kg) CA50 CA60 6.3 8.0 10.0 12.5 16.0 6.0 268.7 357.5 149 35.8 47.7 450.6 72.3 155.2 101.1 37.9 82.8 110 PESO TOTAL CA50 CA60 449.2 110 Vol. de concreto total (C-18) = 7.41 m³ Área de encofrado total = 112.11 m² A A B V1 (16x45) V1 V1 V2 V2 V2 (16x45) V2 V3 V3 V3 (16x45) V3 V4 (15x45) (20x40) P1 (20x40) P2 (20x40) P3 (25x45) P4 (20x40) P5 (20x50) P6 (20x40) P7 (20x50) P8 (16x45) P9 (18x45) P10 (16x40) P11 (16x40) P12 (15x30) P13 (15x30) P14 Encofrado del pavimento Cobertura escala 1:50 V2 V2 V2 V2 V2 P11 P9 V4 V4 V4 P11 P9 P11 P9 V7 V7 V7 V7 P1 P5 P7 P1 P5 P7 P1 P5 P7 V6 V6 P23 P19 P23 P19 P14 P3 P3 P3 V4 P20 V10 V1 V1 V3 V2 V9 V5 V1 V6 V4 V2 V3 V8 Fundacion 0 5 150 Entrepiso 5 300 Cobertura 5 600 Corte A-A escala 1:50 V1 V1 V1 V1 V1 V1 P2 P3 P2 P3 P2 P3 P4 P4 P4 P7 P7 P7 P8 P8 P8 V9 P20 V2 V2 V2 V2 V4 V4 V4 P19 P18 P19 P18 P10 P9 P10 P9 P10 P9 V10 V3 V2 V4 V7 V6 V5 V8 V7 Fundacion 0 5 150 Entrepiso 5 300 Cobertura 5 600 Corte B-B escala 1:50 FUNDACIÓN ENTREPISO COBERTURA SECCION A-A SECCION A-A SECCION A-A SECCION B-B SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION B-B Características de los materiales fck Ecs (kgf/cm²) (kgf/cm²) 180 201950 Características de los materiales fck Ecs (kgf/cm²) (kgf/cm²) 180 201950 SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION A-A SECCION A-A B SECCION A-A SECCION A-A SECCION A-A SECCION A-A Características de los materiales fck Ecs (kgf/cm²) (kgf/cm²) 180 201950 Características de los materiales fck Ecs (kgf/cm²) (kgf/cm²) 180 201950

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, béton armé, block, concrete, cover, cutting, DWG, formwork, metal, mezzanine, reinforced concrete, schalung, sheet, slab, stahlbeton, structure