Structural Detail DWG Detail for AutoCAD

Structural Detail DWG Detail for AutoCAD

Structural detail – Several details

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

do not. bars, kgr., mts., abstract iron calculation, rec, roof formwork, scale, see stair detail, cut, scale, see detail ceiling access slab, det. roof access, var., var., var., var., with, var., var., var., t. access, encof. ceiling, var., var., var., fyk:, owner, builder, calculator, scale, reinforced concrete structure, sheet, ing. civil, calculator, fck:, work:, owner, Location, work:, reinforced concrete structure, calculator, ing. civil, fck:, fyk:, owner, builder, calculator, sheet, scale, Location, owner, shoe, pillar, beam, nt:, cut, scale, cut, scale, formwork plant, levels, esc, arq rodrigo raul sanchez h., pat. prof. nº, mm mm, pillar, pillar, pillars armor detail, Shoe armor detail, vig foundation, in the vain, in crossing pillars, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, ground floor ceiling, esc, bounded plant, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, esc, plan of foundation staking, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, ground floor, esc, armor detail, level, armor detail, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, pillar, ground floor ceiling, esc, formwork plant, total kgr, vol. slab concrete, vol. concrete pillars, foundation level of the natural slope, vol. concrete beams fund., vol. concrete shoes, vol. beams concrete:, vol. stair concrete:, final volume of concrete:

Raw text data extracted from CAD file:

±0.00 ±0.00 0 10 0 0 0 0 0 0 0 10 0 13 13 13 13 13 13 No. BARRAS Kgr. MTS. d RESUMEN COMPUTO DE HIERROS rec R=20 R=20 x: 0 x: y: z: cod1: 0 0 0 a 11 d 10 c/20 - 57 628 9 9 12 39 10 d10 c/40- 269 2690 10 d10 c/40- 269 2690 45 45 20 8 d10 c/40- 361 2887 8 d10 c/40- 361 2887 45 45 20 20 d 10 c/20 - 154 3080 c/20 - 130 2600 33 33 113 9 9 20 P 1 - 65x18 P 2 - 80x18 P 3 - 80x18 P 4 - 55x18 P 5 - 20x25 P 6 - 55x18 P 7 - 90x18 P 8 - 65x18 P 9 - 65x18 P 10 - 25x20 P 11 - 40x25 P 12 - 60x25 P 13 - 100x35 P 14 - 18x90 P 15 - 20x100 P 19 - 35x80 P 18 - 40x80 P 18 - 25x20 P 17 - 95x35 P 21 - 80x35 P 20 - 25x20 P 22 - 18x100 P 23 - 18x100 P 24 - 95x30 P 25 - 95x30 P 26 - 25x20 P 30 - 40x25 P 27 - 60x68 P 28 - 90x45 P 31 - 50x50 P 32 - 50x50 P 33 - 18x110 P 34 - 25x125 P 29 - 35x80 P 35 - 40x80 P 36 - 95x35 P 37 - 25x20 P 38 - 65x18 P 39 - 55x18 P 40 - 65x18 P 41 - 40x18 P 42 - 20x25 P 43 - 40x18 P 44 - 90x18 P 45 - 65x18 P 46 - 65x18 P 47 - 25x20 ENCOFRADO TECHO SUB-SUELO ESCALA 1:50 V1-a V1-b V1-c V1d -13x50 V1-e V1-f V1-g V1-h V1-i V2a -20x50 V2-b V2-c V2-d V2-e V2-f V3 -13x50 V4 -10x50 V5 -10x50 V6a -25x50 V6-b V7a -20x50 V7-b V7-c V8a -15x90 V8-b V9-a V9b -20x50 V9-c V9-d V9-e V10-a V10-b V10-c V10d -13x50 V10-e V10-f V10g -13x50 V10-h V10-i V11-a V11b -13x50 V11-c V11-d V12-a V12b -20x50 V12-c V12-d V13a -13x50 V13-b V13-c V13-d V14 -13x50 V16a -13x50 V16-b V15a -13x50 V15-b VER DETALLE ESCALERA 1 VER DETALLE ESCALERA +50.00 0.00 +50.00 -32.00 25 16.4 90 50 12 12 90 +50.00 12 40 -32.00 8 - 25x20 47 P - 65x18 46 P - 25x20 37 P - 95x35 36 P 40 20 9 40 A A CORTE A-A Escala 1:50 VER DETALLE TECHO LOSA DE ACCESO DET. LOSA TECHO DE ACCESO +1.55 +1.35 V17a -18x50 V17-b V17-c V18a -13x50 V18-b V18-c V18-d V19 -13x35 V20a -13x50 V20-b V20-c V21 -15x90 V22a -15x40 V22-b V23 -15x40 5 var. 5 var. 5 5 5 5 5 5 5 var. 5 377 13 372 13 407 18 317 13 13 260 15 281 91 560 13 622 660 13 var. con var. 20 377 20 517 20 var. 15 10 160 10 195 13 var. 15 434 25 433 20 395 13 3.02 L 1 h=12 L 2 h=12 L 3 h=12 L 4 h=12 L 5 h=12 L 6 h=12 12 L 7 h=12 L 8 h=12 L 9 h=8 L 10 h=12 L 11 h=12 L 12 h=12 L 13 h=10 L 14 h=12 L 15 h=12 L 16 h=12 L 17 h=12 L 18 h=12 L 19 h=12 L 20 h=12 L 21 h=12 L 22 h=12 L 23 h=12 L 24 h=12 L 25 h=12 L C h=8 L T. ACCESO SUB-SUELO h=9 -20 VTA1 -13x40 VTA2 -13x40 VTA3 -13x40 VTA4 -13x40 ENCOF. TECHO SUB-SUELO 13 var. 20 var. 13 762 13 742 13 707 13 var. 13 4200 kg/cm2 Fyk: Propietario Constructor Calculista 1:50 ESCALA ESTRUCTURA DE HORMIGON ARMADO LAMINA N°. 180 Kg/cm2 Ing. Civil CALCULISTA Fck: OBRA: PROPIETARIO : UBICACION : E1 OBRA: ESTRUCTURA DE HORMIGON ARMADO CALCULISTA Ing. Civil Fck: Fyk: Propietario Constructor Calculista LAMINA N°. ESCALA UBICACION : PROPIETARIO : 180 Kg/cm2 4200 kg/cm2 1:50 E1 ZAPATA NO 100 / 100 H = 30 cm h = 30 cm PILAR NO 18 / 40 V 10 / 1 18 50 VIGA F NO 18 / 40 ( NT: 1 ) \A1;0.95 \A1;1.27 \A1;1.00 \A1;1.35 \A1;0.92 \A1;1.15 \A1;1.54 \A1;1.54 \A1;1.15 \A1;1.35 \A1;1.00 \A1;0.92 \A1;1.27 \A1;0.95 \A1;4.15 \A1;4.00 \A1;4.15 \A1;1.42 201 h=10 202 h=10 203 h=10 204 h=10 205 h=10 206 h=10 207 h=10 208 h=10 209 h=10 210 h=10 211 h=10 212 h=10 213 h=10 214 h=10 v201 h=12 v201 h=12 201 13 40 202 13 40 203a 13 40 204 13 40 205 13 40 206a 13 40 207 13 40 208 13 40 209a 13 40 210 13 45 V b V b V b V c V d V d V c b 211a 13 50 V d-13/50/40 V c b V 212a 13 50 V d-13/50/40 V c b 213a 13 50 V c b 214a 13 50 V d-13/50/40 V c b 215a 13 50 V c b V V V V V d-13/50/40 V 101 13 30 102 13 30 103 13 30 104 13 30 105 13 30 106 13 30 107 13 30 108 13 30 109 13 30 110 13 30 111 13 30 112 13 30 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 -5961.758851939394 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 \A1;0.61 \A1;3.42 \A1;1.04 \A1;3.14 \A1;0.85 \A1;3.14 \A1;1.04 \A1;3.42 \A1;0.61 \A1;0.95 \A1;1.27 \A1;1.00 \A1;1.35 \A1;0.92 \A1;1.15 \A1;1.54 \A1;1.54 \A1;1.15 \A1;1.35 \A1;1.00 \A1;0.92 \A1;1.27 \A1;0.95 \A1;4.15 \A1;1.65 \A1;4.05 \A1;3.81 \A1;4.35 \A1;8.55 \A1;4.35 \A1;4.15 \A1;4.00 \A1;4.15 \A1;1.42 \A1;4.15 \A1;1.65 \A1;4.05 \A1;3.81 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.12 \A1;0.12 \A1;0.50 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 201 h=10 202 h=10 203 h=10 204 h=10 205 h=10 206 h=10 207 h=10 208 h=10 209 h=10 210 h=10 211 h=10 212 h=10 213 h=10 214 h=10 v201 h=12 v201 h=12 201 13 40 202 13 40 203a 13 40 204 13 40 205 13 40 206a 13 40 207 13 50 208 13 50 209a 13 40 210 13 50 V 10 b V 10 b V 10 b V 10 c V 10 d V 10 d V 10 c b 211a 13 50 V 10 d-13/50/40 V 10 c b V 10 212a 13 50 V 10 d-13/50/40 V 10 c 10 b 213a 13 50 V 10 c 10 b 214a 13 50 V 10 d-13/50/40 V 10 c 10 b 215a 13 50 V 10 c 10 b V 10 V V V V 10 d-13/50/40 V 1 13 30 101 13 30 102 13 30 103 13 30 4 13 30 5 13 30 104 13 30 105 13 30 106 13 30 8 13 30 9 13 30 107 13 30 108 13 30 109 13 30 12 13 30 13 13 30 14 13 30 110 13 30 111 13 30 112 13 30 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 A A CORTE A-A Escala 1:50 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 -3842.916494772469 B B CORTE B-B Escala 1:50 PLANTA DE ENCOFRADO NIVELES +7.02 - +10.08 ESC. 1/50 101 13 30 102 13 30 103 13 30 104 13 30 105 13 30 106 13 30 107 13 30 108 13 30 109 13 30 110 13 30 111 13 30 112 13 30 Arq. Rodrigo Raul Sanchez H. Pat. Prof. Nº 1.421 X fi de 20 mm PILAR NO 18 / 40 5 PILAR \A1;3.000 \A1;3.245 \A1;3.500 \A1;4.950 \A1;3.245 \A1;4.650 \A1;0.150 \A1;2.150 \A1;2.150 \A1;1.075 \A1;1.044 \A1;1.300 \A1;3.191 \A1;3.163 \A1;3.077 \A1;3.500 15/40 V 10 \A1;0.075 \A1;0.150 \A1;3.527 \A1;0.150 \A1;6.602 \A1;10.197 \A1;0.900 \A1;0.075 \A1;3.825 \A1;3.437 \A1;6.587 \A1;10.032 \A1;9.951 \A1;6.506 \A1;7.400 \A1;7.475 \A1;7.400 \A1;2.150 42 \A1;3.002 \A1;2.850 \A1;3.220 \A1;3.200 \A1;3.300 \A1;3.050 \A1;3.150 \A1;3.150 \A1;3.000 \A1;3.300 \A1;3.375 \A1;3.275 \A1;3.375 \A1;3.275 P9 \A1;3.525 \A1;3.425 \A1;1.450 \A1;3.425 \A1;0.400 \A1;4.425 \A1;0.400 \A1;0.132 \A1;var. \A1;0.202 \A1;var. \A1;0.130 \A1;7.620 \A1;0.130 \A1;7.420 \A1;0.130 \A1;7.070 \A1;0.130 \A1;var. \A1;0.129 15/35 V 10 Z2-3-10-11 100x100x40/20 100 7 Ø 10 - L 100 7 Ø 10 - L 100 90 40 100 20 7 Ø 10 - L 100 100 23 Ø 6 1c/20 - L 90 DETALLE DE ARMADURA PILARES 2 Ø 8 - L 500 4 Ø 10 - L 500 27 30 30 16 15 12 P1-2-3-4-5-8 (15x30) 130 20 9 Ø 10 - L 130 120 9 Ø 10 - L 130 40 130 9 Ø 10 - L 130 Z6-7 130x130x40/20 Z1-4-5-8-9-12 80x120x40/20 120 8 Ø 10 - L 105 15 70 80 20 40 80 8 Ø 10 - L 105 6 Ø 10 - L 120 20 130 30 P6-7 (15x30) 23 Ø 6 1c/20 - L 90 6 Ø 10 - L 500 27 30 16 15 12 7d 8 1c/15 L200 7 7 DETALLE DE ARMADURA ZAPATAS P9-10-11-12 35 Vig fundacion (15x35) Ø 6 1c/20 - L 100 2 Ø 6 32 38 18 15 12 2 Ø 10 35 Ø 6 1c/20 - L 100 2 Ø 6 32 38 18 15 12 2 Ø 10 en los vanos en cruce de pilares 2 Ø 10 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 01 h=10 02 h=10 03 h=10 04 h=10 05 h=10 06 h=10 v01 h=10 rev=20 rev=20 rev=20 TECHO DE PLANTA BAJA ESC. 1/50 PLANTA ACOTADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15/35 V 10 V 10 15/35 V 10 15/35 V 10 b V 10 15/35 V 10 15/35 V 10 15/35 V 10 b V 10 c V 10 20/35 V 10 V 10 15/35 V 10 b V 10 15/35 V 10 V 10 V 10 15/35 10 V b 10 V PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO ESC. 1/50 PLANO DE FUNDACION Y REPLANTEO Z NO 130 130 Z NO 130 130 120 80 Z NO 120 80 Z NO 120 80 Z NO 120 80 Z NO 120 80 Z NO 120 80 Z NO 100 100 Z NO 100 100 Z NO 100 100 Z NO 100 100 Z NO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO PILAR NO 01 h=10 02 h=10 03 h=10 04 h=10 05 h=10 06 h=10 v01 h=10 rev=20 rev=20 rev=20 LOSA PLANTA BAJA ESC. 1/50 DETALLE DE ARMADURA 5 15/35 V 10 V 10 15/35 V 10 15/35 V 10 b V 10 15/35 V 10 15/35 V 10 15/35 V 10 b V 10 c V 10 20/35 V 10 V 10 15/35 V 10 b V 10 15/35 V 10 V 10 V 10 15/35 10 V b 10 V 20d 6 1c/17 L300 15d 6 1c/20 L360 30d 8 1c/17.5 L300 20d 6 1c/15 L500 21d 8 1c/17 L340 20d 6 1c/17 L360 7d 6 1c/20 L320 21d 6 1c/15 L150 31d 8 1c/15 L340 20d 6 1c/17 L480 21d 12 1c/15 L350 7 7 7d 8 1c/15 L200 7 7 11d 6 1c/20 L300 15d 6 1c/20 L230 b V 10 c V 10 15/35 V 10 b V 10 c V 10 15/35 V 10 b V 10 c V 10 15/35 V 10 b V 10 15/35 V 10 V 10 15/35 V 10 b V 10 15/35 10 V b 10 V P1 P2 P4 P3 V 101 - 15x35 L1000 15 35 38 12 32 18 3d 10 - 200 170 15 15 3d 10 - 200 170 15 15 2 d 6 - 1026 996 2 d 10 - 1026 996 15 1 d 10 - 300 285 15 1 d 10 - 300 285 15d 6 c/ 20 L100 14d 6 c/ 20 L100 16d 6 c/ 20 L100 5 5 5 15 15 15 15 P5 P6 2 d 6 - 377 347 15 15 15 15 4 d 10 - 377 347 V 103 - 15x35 L360 P5 P6 2 d 6 - 377 347 15 15 15 15 4 d 10 - 377 347 V 102 - 15x35 L350 18d 6 c/ 20 L100 18d 6 c/ 20 L100 15 35 38 12 32 18 5 15 35 38 12 32 18 5 V 104 - 15x35 L670 V107 V108 V109 15 15 15 15 15d 6 c/ 20 L100 5 15 d 6 c/ 20 L100 5 15 35 38 12 32 18 4d 10 - 200 170 15 15 3 d 10 - 782 752 2 d 6 - 697 667 NIVEL +3.06 DETALLE DE ARMADURA V 105 - 15x35 L675 P9 P10 P11 15 15 15 15 15d 6 c/ 20 L100 15 d 6 c/ 20 L100 20 35 38 17 32 23 4d 10 - 200 170 15 15 3 d 10 - 702 672 2 d 6 - 702 672 5 5 V109 P12 2 d 6 - 377 347 15 15 15 15 4 d 10 - 377 347 V 106 - 15x35 L360 18d 6 c/ 20 L100 15 35 38 12 32 18 5 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 PILAR NO 18 / 40 01 h=10 02 h=10 03 h=10 04 h=10 05 h=10 06 h=10 v01 h=10 rev=20 rev=20 rev=20 TECHO DE PLANTA BAJA ESC. 1/50 PLANTA DE ENCOFRADO 15/35 V 10 b V 10 c V 10 15/35 V 10 15/35 V 10 15/35 V 10 b V 10 20/35 V 10 V 10 15/35 V 10 b V 10 15/35 V 10 V 10 V 10 15/35 10 V b 10 V 15/35 V 10 V 10 15/35 V 10 V 107 - 20x35 L755 4d 10 - 200 170 15 15 15 15 15 15 P9 P5 P1 16 d 6 c/ 20 L110 16 d 6 c/ 20 L110 5 5 2 d 6 - 782 752 4 d 10 - 782 752 V 108 - 15x35 L755 4d 12 - 200 170 15 15 15 15 15 15 P10 P6 P2 15 d 6 c/ 20 L100 15 d 6 c/ 20 L100 5 5 2 d 6 - 782 752 15 35 38 12 32 18 15 35 38 12 32 18 V 109 - 15x35 L900 4d 12 - 200 170 15 15 4d 12 - 320 290 15 15 2 d 6 - 927 897 2 d 6 - 927 897 15 15 15 15 P11 P7 P3 5 5 5 18 d 6 c/ 20 L100 17 d 6 c/ 20 L100 8 d 6 c/ 20 L100 15 35 38 12 32 18 4 d 10 - 770 740 15 15 4d 10 - 200 170 15 15 4d 10 - 110 80 15 15 2 d 10 - 927 897 2 d 6 - 927 897 15 15 15 15 P11 P7 P3 5 23 d 6 c/ 20 L100 17 d 6 c/ 20 L100 3 d 6 c/ 20 L100 15 35 38 12 32 18 2 d 10 - 500 470 15 15 V 110 - 15x35 L900 5 5 5 1 d 10 - 400 370 15 15 6 2.040 170 510 8 324 27 135 10 1.020 85 637,5 12 144 12 132 Total Kgr 1.414,5 Vol. Hormigon Losa : 7.90 m3 Vol. Hormigon Pilares : 2.60 m3 Cota de fundacion -150 de la rasante natural Vol. Hormigon Vigas Fund. : 3.70 m3 Vol. Hormigon Zapatas : 3.70 m3 Vol. Hormigon Vigas: 3.70 m3 Vol. Hormigon Escalera: 2.00 m3 VOLUMEN FINAL DE HORMIGON: 23.60 m3 3 d 10 - 697 667

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, DETAIL, details, DWG, erdbebensicher strukturen, seismic structures, structural, strukturen