Layout Bases DWG Detail for AutoCAD

LAYOUT BASES AND MASONRY – SHOES – STRUCTURAL DETAILS – FOUNDATIONS

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

foundation, stake out, cutting, foundation, project:, professor: ing. carlos piubel, practical work, date :, file :, drawing :, location :, plane :, upper, lower, stirrups, cutting of beams, geometry, width, thickness, footprint, riser, height difference, number of steps, plant final, initial plant, loads, own weight, rungs, flooring, handrails, overload of use, materials, concrete, steel, rec. geometrical, section dd, slab, section ee, section ff, section gg, section hh, section aa, tensioner, section bb, section cc, dividing axis, municipal line, foundation beams, insulated bases, bottom longitudinal reinforcement, longitudinal reinforcement , column table, column assembly, column axis, beam or slab axis, column, splice length, column support detail, fit in the slab encounter

Raw text data extracted from CAD file:

40x60 40x60 40x60 40x60 40x60 40x60 40x60 210 x 210 x 60 / 50 210 x 210 x 60 / 50 175 x 95 x 60 / 50 200 x 200 x 60 / 50 220 x 110 x 60 / 50 205 x 105 x 60 / 50 200 x 100 x 60 / 50 180 x 90 x 60 / 50 200 x 200 x 60 / 50 220 x 110 x 60 / 50 260 x 130 x 60 / 50 170 x 170 x 60 / 50 370 x 140 x 60 / 35 360 x 120 x 70 / 50 C1 (30x25) C2 (40x25) C3 (35x25) C4 (35x25) C5 (50x25) C6 (50x25) C7 (50x25) C8 (50x25) C9 (25x30) C10 (25x30) C11 (30x25) C12 (40x25) C13 (25x25) C14 (25x25) C15 (30x25) C16 (40x25) EJE -1- EJE -2- 13.75 1.65 8.65 1.65 2.65 1.65 2.45 1.65 13.75 2 8.8 2 2.5 2 2.45 2 8.8 4.2 6.95 4.2 2.5 4.2 13.75 7.25 8.8 7.25 6.95 7.25 2.5 7.25 2.45 7.25 13.73 13.78 13.74 13.71 8.85 8.98 2.85 2.85 2.74 2.44 2.41 2.42 2.46 Cimentación Replanteo Escala: 1:50 VC.T-2.1 VC.T-2.1 VC.T-2.1 VC.T-3.1 VC.T-2.1 VC.T-3.1 VC.T-3.1 C1 (30x25) C2 (40x25) C3 (35x25) C4 (35x25) C5 (50x25) C6 (50x25) C7 (50x25) C8 (50x25) C9 (25x30) C10 (25x30) C11 (30x25) C12 (40x25) C13 (25x25) C14 (25x25) C15 (30x25) C16 (40x25) 210 x 210 x 60 / 50 X: 8d16c/27 Y: 9d16c/22 210 x 210 x 60 / 50 X: 18d10c/11 Y: 9d16c/23 175 x 95 x 60 / 50 X: 5d12c/19 Y: 9d12c/19 200 x 200 x 60 / 50 X: 16d10c/12 Y: 8d16c/24 220 x 110 x 60 / 50 X: 9d12c/12 Y: 11d12c/20 205 x 105 x 60 / 50 X: 4d16c/26 Y: 10d12c/20 200 x 100 x 60 / 50 X: 4d16c/27 Y: 10d12c/19 180 x 90 x 60 / 50 X: 7d10c/12.5 Y: 9d12c/20 200 x 200 x 60 / 50 X: 16d10c/12 Y: 8d16c/24 220 x 110 x 60 / 50 X: 9d12c/12 Y: 11d12c/20 260 x 130 x 60 / 50 X: 6d20c/22 Y: 13d12c/20 170 x 170 x 60 / 50 X: 9d12c/19 Y: 9d12c/19 370 x 140 x 60 / 35 Sup X: 5d25c/30 Sup Y: 19d12c/19 Inf X: 7d12c/21 Inf Y: 19d12c/19 360 x 120 x 70 / 50 Sup X: 5d20c/23 Sup Y: 12d16c/29 Inf X: 9d10c/12 Inf Y: 12d16c/29 Cimentación Despiece cimentación Hormigón: H-17 Aceros en cimentación: ADN-420 Escala: 1:50 C1 11 7d10c/12.5 L=191 70 20 20 70 50 10 C1 15 9d12c/20 L=109 10 15 65 60 C1 180 90 30 6X1d12 L=128 6 26 16 3d6 L=98 30 20 C1 C2 18 4d16c/27 L=224 75 25 25 75 50 10 C2 15 10d12c/19 L=119 10 15 75 60 C2 200 100 30 6X1d12 L=128 6 36 16 3d6 L=118 40 20 C2 C3 18 4d16c/26 L=229 80 22 22 80 50 10 C3 15 10d12c/20 L=124 10 15 80 60 C3 205 105 30 6X1d12 L=128 6 31 16 3d6 L=108 35 20 C3 C4 13 5d12c/19 L=190 65 22 22 65 50 10 C4 15 9d12c/19 L=114 10 15 70 60 C4 175 95 30 6X1d12 L=128 6 31 16 3d6 L=108 35 20 C4 C5 y C8 11 16d10c/12 L=211 70 30 30 70 50 10 C5 18 8d16c/24 L=224 70 30 30 70 60 C5 200 200 30 8d12 L=128 6 46 16 3d6 L=138 50 20 C5 C6 11 18d10c/11 L=221 75 30 30 75 50 10 C6 18 9d16c/23 L=234 75 30 30 75 60 C6 210 210 30 8d12 L=128 6 46 16 3d6 L=138 50 20 C6 C7 18 8d16c/27 L=234 75 30 30 75 50 10 C7 18 9d16c/22 L=234 75 30 30 75 60 C7 210 210 30 8d12 L=127 6 46 16 3d6 L=138 50 20 C7 C11 13 9d12c/19 L=185 65 20 20 65 50 10 C11 13 9d12c/19 L=185 65 20 20 65 60 C11 170 170 30 4X1d16 L=143 6 26 16 3d6 L=98 30 20 C11 C12 y C16 13 9d12c/12 L=235 85 25 25 85 50 10 C12 15 11d12c/20 L=129 85 15 10 60 C12 220 110 30 6X1d12 L=128 6 36 16 3d6 L=118 40 20 C12 C15 22 6d20c/22 L=292 110 20 20 110 50 10 C15 15 13d12c/20 L=149 105 15 10 60 C15 260 130 30 6X1d12 L=127 6 26 16 3d6 L=98 30 20 C15 (C9-C13) 15 7d12c/21 L=386 45 22 46 50 60 5d25c/30 L=502-525 13 278 20 60 35 25 C9 C13 13 19d12c/19 L=155 13 56 56 19d12c/19 L=156-165 55 15 15 55 60 C9 370 140 30 6X1d12 L=126 6 16 26 3d6 L=98 20 30 C9 30 4X1d12 L=126 6 16 21 3d6 L=88 20 25 C13 (C10-C14) 15 9d10c/12 L=377 55 37 17 21 49 5d20c/23 L=465-482 13 278 20 50 50 20 C10 C14 18 12d16c/29 L=144 18 45 45 12d16c/29 L=147-152 45 15 15 45 70 C10 360 120 30 4X1d16 L=151 6 16 26 3d6 L=98 20 30 C10 30 4X1d12 L=136 6 16 21 3d6 L=88 20 25 C14 VC.T-2.1 [C7 - C3] 70 18 29 ARM. PIEL 2X1d10 L=485 43 25 3d12 L=439 98 48 23 46 4d20 L=585 8 51 31 10d8c/20 L=181 40 60 112 112 152 102 17 495 60 C7 C3 VC.T-2.1 [C6 - C2] 66 14 29 ARM. PIEL 2X1d10 L=478 40 24 3d12 L=434 98 48 23 39 4d20 L=579 8 51 31 10d8c/20 L=181 40 60 113 112 156 97 17 496 60 C6 C2 VC.T-2.1 [C8 - C4] 53 6 29 ARM. PIEL 2X1d10 L=456 33 18 3d12 L=420 94 48 23 22 4d20 L=556 8 51 31 10d8c/20 L=181 40 60 102 102 176 87 12 479 60 C8 C4 VC.T-3.1 [C16 - C8] 5 52 29 ARM. PIEL 2X1d10 L=594 18 32 3d12 L=559 48 94 39 29 5d25 L=719 8 51 31 17d8c/20 L=181 40 60 11 101 303 101 101 617 60 C16 C8 VC.T-2.1 [C5 - C1] 47 29 ARM. PIEL 2X1d10 L=446 29 16 3d12 L=414 94 14 48 4d20 L=526 8 51 31 11d8c/20 L=181 40 60 103 103 180 82 12 480 60 C5 C1 VC.T-3.1 [C12 - C5] 6 53 29 ARM. PIEL 2X1d10 L=596 18 33 3d12 L=560 48 94 41 29 5d25 L=721 8 51 31 17d8c/20 L=181 40 60 11 101 303 101 101 617 60 C12 C5 VC.T-3.1 [C15 - C11] 15 65 29 ARM. PIEL 2X1d10 L=396 23 40 3d12 L=353 48 79 62 35 5d25 L=512 8 51 31 5d8c/20 L=181 40 60 10 120 80 85 85 380 60 C15 C11 Cimentación Hormigón: H-17 Aceros en cimentación: ADN-420 Escala: 1:50 PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: V-101: 20x30 V-102: 20x30 V-103: 20x30 V-104: 20x30 V-105: 20x30 V-106: 20x30 V-107: 20x30 V-108: 20x30 V-109: 20x30 V-110: 20x30 V-111: 20x30 V-112: 20x30 V-113: 20x30 V-114: 20x30 V-115: 20x30 V-116: 20x30 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 C1 (30x20) C2 (40x20) C3 (35x20) C4 (35x20) C5 (50x20) C6 (50x20) C7 (50x20) C8 (50x20) C9 (20x30) C10 (20x30) C11 (30x20) C12 (40x20) C13 (20x25) C14 (20x25) C15 (30x20) C16 (40x20) EJE -1- EJE -2- 13.75 1.65 8.65 1.65 2.65 1.65 2.45 1.65 13.75 2 8.8 2 2.5 2 2.45 2 8.8 4.2 6.95 4.2 2.5 4.2 13.75 7.25 8.8 7.25 6.95 7.25 2.5 7.25 2.45 7.25 1.65 1.65 2.2 4.4 13.75 8.8 7.15 2.7 ENCADENADOS -0.1M Replanteo Escala: 1:50 510 C3 C4 2d12 L=505 2d12 L=335 2d8 L=526 9 9 19x1ed6c/24 35 440 35 20x30 V-101 27 18 30 20 Pórtico 1 SUPERIOR INFERIOR Estribos ENCADENADOS -0.1M Despiece de vigas Hormigón: H-17 Acero: ADN-420 Escala pórticos: 1:50 Escala secciones: 1:25 510 C1 C2 2d12 L=505 2d12 L=340 2d8 L=526 9 9 19x1ed6c/24 30 440 40 20x30 V-102 27 18 30 20 Pórtico 2 SUPERIOR INFERIOR Estribos 520 580 520 C5 C6 C7 C8 2d12 L=1105 2d12 L=525 1d10 L=300 2d8 L=1170 9 2d8 L=590 9 2d8 L=260 2d16 L=255 1d10 L=245 130 130 125 130 120 125 19x1ed6c/24 23x1ed6c/24 19x1ed6c/24 50 445 25 25 530 25 25 445 50 20x30 V-103 20x30 V-104 20x30 V-105 27 18 30 20 27 18 30 20 27 18 30 20 Pórtico 3 SUPERIOR INFERIOR Estribos 505 165 455 A0 C9 C10 C11 2d8 L=630 2d12 L=530 13 1d10 L=305 1d10 L=270 2d8 L=1145 9 13 2d20 L=410 2d8 L=120 9 100 145 20x1ed6c/24 7x1ed6c/24 18x1ed6c/24 20 475 10 10 145 10 10 415 30 20x30 V-106 20x30 V-107 20x30 V-108 27 18 30 20 27 18 30 20 27 18 30 20 Pórtico 4 SUPERIOR INFERIOR Estribos 505 165 440 510 C12 C13 C14 C15 C16 2d8 L=630 2d12 L=520 2d12 L=510 1d10 L=295 1d10 L=295 1d10 L=270 2d8 L=1180 9 2d8 L=580 9 2d16 L=215 2d12 L=210 2d8 L=140 100 115 85 125 40 100 19x1ed6c/24 7x1ed6c/24 18x1ed6c/24 19x1ed6c/24 40 455 10 10 145 10 10 415 15 15 455 40 20x30 V-109 20x30 V-110 20x30 V-111 20x30 V-112 27 18 30 20 27 18 30 20 27 18 30 20 27 18 30 20 Pórtico 5 SUPERIOR INFERIOR Estribos 525 C12 C5 2d20 L=567 22 22 1d20 L=305 2d10 L=545 11 11 33x1ed6c/15 20 485 20 20x30 V-113 27 18 30 20 Pórtico 6 SUPERIOR INFERIOR Estribos 305 C14 C13 C10 C9 2d8 L=303 1d8 L=195 2d8 L=321 9 9 11x1ed6c/24 25 250 30 20x30 V-114 V-115 27 18 30 20 Pórtico 7 Pórtico 8 SUPERIOR INFERIOR Estribos 305 C15 C11 2d8 L=303 1d8 L=200 2d8 L=321 9 9 12x1ed6c/24 20 265 20 20x30 V-116 27 18 30 20 Pórtico 9 SUPERIOR INFERIOR Estribos V-201: 15x50 V-202: 15x50 V-203: 15x50 V-204: 15x50 V-205: 15x50 V-206: 15x40 V-207: 15x40 V-208: 15x50 V-209: 15x40 V-210: 15x40 V-211: 15x50 V-212: 15x40 V-213: 15x40 V-214: 15x30 V-215: 15x40 V-216: 15x40 V-217: 15x30 V-218: 15x40 V-219: 15x40 V-220: 15x40 V-221: 15x30 V-222: 15x30 V-223: 15x40 V-224: 15x40 2.83 2.63 2.63 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 Pórtico 11 Pórtico 12 C1 (30x20) C2 (40x20) C3 (35x20) C4 (35x20) C5 (50x20) C6 (50x20) C7 (50x20) C8 (50x20) C9 (20x30) C10 (20x30) C11 (30x20) C12 (40x20) C13 (20x25) C14 (20x25) C15 (30x20) C16 (40x20) EJE -1- EJE -2- 13.75 1.65 8.65 1.65 2.65 1.65 2.45 1.65 2 8.8 2 2.5 2 2.45 2 8.8 4.2 6.95 4.2 2.5 4.2 13.75 7.25 8.8 7.25 6.95 7.25 2.5 7.25 2.45 7.25 1.65 1.65 2.2 4.35 13.75 13.75 10.44 8.8 7.1 2.65 2.65 1.03 2.45 1ºPISO +2.83M Replanteo Escala: 1:50 510 C3 C4 2d16 L=506 1d16 L=375 2d8 L=526 9 9 15x1ed6c/30 35 440 35 15x50 V-201 47 13 50 15 Pórtico 1 SUPERIOR INFERIOR Estribos 510 C1 C2 2d16 L=505 1d16 L=375 2d8 L=526 9 9 15x1ed6c/30 30 440 40 15x50 V-202 47 13 50 15 Pórtico 2 SUPERIOR INFERIOR Estribos 520 580 520 C5 C6 C7 C8 2d8 L=610 2d16 L=525 2d16 L=525 1d10 L=350 1d12 L=335 1d12 L=330 2d8 L=700 2d8 L=590 9 2d8 L=590 9 2d20 L=365 2d20 L=360 60 150 215 155 205 11x1ed6c/25 17x1ed6c/10 18x1ed6c/30 5x1ed8c/19 14x1ed8c/25 50 275 170 25 25 530 25 25 95 350 50 15x50 V-203 15x50 V-204 15x50 V-205 47 13 50 15 47 13 50 15 47 13 50 15 Pórtico 3 SUPERIOR INFERIOR Estribos 175 455 C9 C10 C11 2d16 L=470 1d12 L=265 2d8 L=200 13 2d8 L=646 9 9 1d20 L=340 22 1d20 L=340 2ªcapa 22 5x1ed6c/30 6x1ed8 c/15 20x1ed8c/17 20 145 10 10 80 335 30 15x40 V-206 15x40 V-207 37 13 40 15 37 13 40 15 Pórtico 4 SUPERIOR INFERIOR Estribos 505 165 440 510 C12 C13 C14 C15 C16 2d12 L=520 2d12 L=510 2d10 L=465 1d12 L=365 1d10 L=355 1d10 L=305 2d8 L=185 2d8 L=1020 9 2d8 L=740 9 2d8 L=405 2d16 L=270 1d8 L=165 2ªcapa 1d8 L=125 2ªcapa 110 130 135 135 65 100 35 90 16x1ed6c/30 5x1ed6c/30 4x1ed6c/24 8x1ed6c/30 5x1ed6c/18 16x1ed6c/30 40 455 10 10 145 10 10 96 229 90 15 15 455 40 15x50 V-208 15x40 V-209 15x40 V-210 15x50 V-211 47 13 50 15 37 13 40 15 37 13 40 15 47 13 50 15 Pórtico 5 SUPERIOR INFERIOR Estribos 515 375 C12 C5 C1 2d16 L=550 18 2d8 L=385 1d16 L=365 1d8 L=275 2d8 L=906 9 9 1d20 L=330 1d20 L=330 2ªcapa 150 180 150 180 24x1ed8c/17 7x1ed8 c/13 12x1ed6c/30 20 405 80 10 10 345 20 15x40 V-212 15x40 V-213 37 13 40 15 37 13 40 15 Pórtico 6 SUPERIOR INFERIOR Estribos 385 A3 A1 A2 A0 2d12 L=409 13 13 1d12 L=290 2d8 L=392 9 15x1ed6c/24 15 355 15 15x30 V-214 V-222 27 13 30 15 Pórtico 7 Pórtico 11 SUPERIOR INFERIOR Estribos 290 225 375 C13 C9 C6 C2 2d8 L=523 2d10 L=385 1d10 L=295 1d8 L=180 2d8 L=906 9 9 2d12 L=185 2d8 L=160 70 115 75 85 9x1ed6c/30 7x1ed6c/30 15x1ed6c/24 25 250 15 15 200 10 10 345 20 15x40 V-215 15x40 V-216 15x30 V-217 37 13 40 15 37 13 40 15 27 13 30 15 Pórtico 8 SUPERIOR INFERIOR Estribos 305 C14 C10 2d8 L=303 1d10 L=240 2d8 L=321 9 9 9x1ed6c/30 25 250 30 15x40 V-218 37 13 40 15 Pórtico 9 SUPERIOR INFERIOR Estribos 295 220 375 C15 C11 C7 C3 2d8 L=523 2d10 L=385 1d10 L=300 1d8 L=235 2d8 L=906 9 9 2d12 L=190 2d8 L=145 75 115 65 80 9x1ed6c/30 7x1ed6c/30 15x1ed6c/24 20 265 10 10 200 10 10 345 20 15x40 V-219 15x40 V-220 15x30 V-221 37 13 40 15 37 13 40 15 27 13 30 15 Pórtico 10 SUPERIOR INFERIOR Estribos 515 375 C16 C8 C4 2d16 L=530 2d8 L=385 1d12 L=335 1d8 L=275 2d8 L=906 9 9 1d20 L=320 1d20 L=320 2ªcapa 145 175 145 175 24x1ed8c/17 6x1ed8 c/14 12x1ed6c/30 20 405 80 10 10 345 20 15x40 V-223 15x40 V-224 37 13 40 15 37 13 40 15 Pórtico 12 SUPERIOR INFERIOR Estribos Escalera PB a 1º Escalera PB a 1º Geometría Ancho 1.250 m Espesor 0.12 m Huella 0.260 m Contrahuella 0.177 m Desnivel que salva 2.93 m Nº de escalones 16 Planta final 1ºPISO +2.83M Planta inicial ENCADENADOS -0.1M Cargas Peso propio 0.300 t/m2 Peldañeado (Hormigonado con la losa) 0.183 t/m2 Solado 0.100 t/m2 Barandillas 0.100 t/m Sobrecarga de uso 0.300 t/m2 Materiales Hormigón H-17 Acero ADN-420 Rec. geométrico 3.0 cm Sección D-D 0.1 Losa d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 1.25 1.3 0.12 1.06 8 131 52 7d8c/20 L=191 55 197 30 7d8c/20 L=282 8 125 196 30 7d8c/20 L=359 Sección E-E d8c/20 d8c/20 1.25 0.12 118 5d8c/20 L=118 118 5d8c/20 L=118 Sección F-F d8c/20 d8c/20 1.25 0.12 118 10d8c/20 L=118 Sección G-G d8c/20 d8c/20 1.25 0.12 118 4d8c/20 L=118 118 4d8c/20 L=118 Sección H-H d8c/20 d8c/20 1.25 0.12 118 9d8c/20 L=118 118 10d8c/20 L=118 Sección A-A Tensor d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 2d8 L=117 0.26 1.25 0.5 0.1 0.35 8 60 100 8 7d8c/20 L=176 30 71 30 7d8c/20 L=131 30 107 8 7d8c/20 L=145 30 55 30 7d8c/20 L=115 30 58 30 7d8c/20 L=118 Sección B-B d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 1.25 1.3 1.25 0.12 1.06 8 131 52 7d8c/20 L=191 55 197 95 8 7d8c/20 L=355 8 125 197 30 7d8c/20 L=360 30 102 8 7d8c/20 L=140 Sección C-C Tensor Tensor d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 d8c/20 2d8 L=117 2d8 L=117 1.25 0.26 1.25 0.12 0.35 8 136 52 7d8c/20 L=196 55 71 100 8 7d8c/20 L=234 8 130 71 30 7d8c/20 L=239 30 107 8 7d8c/20 L=145 A A B B C C D D E E F F G G H H 0.05 1.25 0.26 1.25 0.05 0.26 1.25 0.05 1.25 1.3 1.25 1.3 1.25 PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: 16.50 m 1.65 m 16.50 m 1.65 m Eje Medianero Eje Medianero Eje Medianero Eje Medianero Linea municipal Linea municipal PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: PLANTA 1º PISO +2.83 Despiece de vigas Hormigón: H-17 Acero: ADN-420 Escala pórticos: 1:50 Escala secciones: 1:25 PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: VIGAS DE FUNDACIÓN Hormigón: H-17 Aceros en cimentación: ADN-420 Escala: 1:50 Bases Aisladas L201 10 L202 10 L203 10 L204 10 L206 12 L207 10 L210 10 L208 12 L205 10 L209 10 V-201: 15x50 V-202: 15x50 V-203: 15x50 V-204: 15x50 V-205: 15x50 V-206: 15x40 V-207: 15x40 V-208: 15x50 V-209: 15x40 V-210: 15x40 V-211: 15x50 V-212: 15x40 V-213: 15x40 V-214: 15x30 V-215: 15x40 V-216: 15x40 V-217: 15x30 V-218: 15x40 V-219: 15x40 V-220: 15x40 V-221: 15x30 V-222: 15x30 V-223: 15x40 V-224: 15x40 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 L5 10 L8 12 L6 12 L2 10 L7 10 L3 10 L4 10 L10 10 L1 12 L9 12 2.83 2.63 2.63 d6c/24 d8c/16 d6c/15 d8c/16 d6c/16 d6c/15 d6c/15 d8c/20 d8c/16 d6c/20 d8c/16 d8c/16 d8c/16 d8c/16 d8c/16 d8c/16 d6c/20 d10c/16 d6c/20 d8c/15 1ºPISO +2.83M Armadura longitudinal inferior Hormigón: H-17 Aceros en losas: ADN-420 Escala: 1:50 V-201: 15x50 V-202: 15x50 V-203: 15x50 V-204: 15x50 V-205: 15x50 V-206: 15x40 V-207: 15x40 V-208: 15x50 V-209: 15x40 V-210: 15x40 V-211: 15x50 V-212: 15x40 V-213: 15x40 V-214: 15x30 V-215: 15x40 V-216: 15x40 V-217: 15x30 V-218: 15x40 V-219: 15x40 V-220: 15x40 V-221: 15x30 V-222: 15x30 V-223: 15x40 V-224: 15x40 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 L5 10 L8 12 L6 12 L2 10 L7 10 L3 10 L4 10 L10 10 L1 12 L9 12 2.83 2.63 2.63 d8c/16 L=285 d10c/16 L=510 d10c/15 L=295 d8c/15 L=285 d6c/20 L=105 d6c/20 L=110 d8c/20 L=135 d8c/16 L=180 d8c/20 L=225 d8c/15 L=180 d6c/16 L=135 d12c/15 L=379 d6c/15 L=230 d6c/15 L=230 d6c/15 L=185 d8c/16 L=215 d8c/16 L=185 d8c/16 L=205 d10c/16 L=310 d10c/15 L=305 d6c/16 L=120 d6c/16 L=115 d6c/20 L=190 d6c/20 L=190 1ºPISO +2.83M Armadura longitudinal superior Hormigón: H-17 Aceros en losas: ADN-420 Escala: 1:50 V-201: 15x50 V-202: 15x50 V-203: 15x50 V-204: 15x50 V-205: 15x50 V-206: 15x40 V-207: 15x40 V-208: 15x50 V-209: 15x40 V-210: 15x40 V-211: 15x50 V-212: 15x40 V-213: 15x40 V-214: 15x30 V-215: 15x40 V-216: 15x40 V-217: 15x30 V-218: 15x40 V-219: 15x40 V-220: 15x40 V-221: 15x30 V-222: 15x30 V-223: 15x40 V-224: 15x40 2.83 2.63 2.63 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 Pórtico 11 Pórtico 12 C1 (30x20) C2 (40x20) C3 (35x20) C4 (35x20) C5 (50x20) C6 (50x20) C7 (50x20) C8 (50x20) C9 (20x30) C10 (20x30) C11 (30x20) C12 (40x20) C13 (20x25) C14 (20x25) C15 (30x20) C16 (40x20) EJE -1- EJE -2- 13.75 1.65 8.65 1.65 2.65 1.65 2.45 1.65 2 8.8 2 2.5 2 2.45 2 8.8 4.2 6.95 4.2 2.5 4.2 13.75 7.25 8.8 7.25 6.95 7.25 2.5 7.25 2.45 7.25 1.65 1.65 2.2 4.35 13.75 13.75 10.44 8.8 7.1 2.65 2.65 1.03 2.45 1ºPISO +2.83M Replanteo Escala: 1:50 L201 10 L202 10 L203 10 L204 10 L206 12 L207 10 L210 10 L208 12 L205 10 L209 10 PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: 14.90 2.20 7.05 2.20 7.05 3.60 5.60 8.95 C1 C2=C12 C16 C3=C4 C5 C6 C7 C8 C9 C10 C11 C13 C14 C15 20 20 4d12 L=418 31d6c/15 L=83 20 20 4d12 L=418 31d6c/15 L=83 20 20 4d12 L=418 31d6c/15 L=83 20 20 4d12 L=418 31d6c/15 L=83 TANQUE +15.43 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 BAJO TANQUE +14.03M 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 20 20 4d12 L=278 20d6c/15 L=83 40 20 6d12 L=330 20d6c/15 L=123 20d6c/15 L=37 30 20 d16 d12 4d16 L=345 2d12 L=330 20d6c/15 L=104 30 20 4d16 L=345 16d6c/20 L=104 40 20 6d12 L=330 20d6c/15 L=123 20d6c/15 L=37 20 20 4d16 L=345 16d6c/20 L=84 20 20 4d12 L=330 20d6c/15 L=83 20 20 4d12 L=330 20d6c/15 L=83 20 20 4d16 L=345 16d6c/20 L=84 20 20 4d12 L=330 20d6c/15 L=83 20 20 4d12 L=330 20d6c/15 L=83 TERRAZA +11.23M 20 20 4d12 L=330 20d6c/15 L=83 30 20 6d12 L=330 20d6c/15 L=103 30 20 6d12 L=330 20d6c/15 L=103 40 20 6d12 L=330 20d6c/15 L=123 20d6c/15 L=37 30 20 d20 d12 4d20 L=360 2d12 L=330 20d6c/15 L=106 40 20 d16 d12 4d16 L=345 2d12 L=330 20d6c/15 L=124 20d6c/15 L=37 40 20 d16 d12 4d16 L=345 2d12 L=330 20d6c/15 L=124 20d6c/15 L=37 20 20 4d16 L=345 15d6c/20 L=84 20 20 4d20 L=360 15d6c/20 L=86 20 20 4d16 L=345 15d6c/20 L=84 20 20 4d16 L=345 15d6c/20 L=84 20 20 4d12 L=330 20d6c/15 L=83 20 20 4d16 L=345 15d6c/20 L=84 3º PISO +8.43M 30 20 6d12 L=330 20d6c/15 L=103 40 20 6d12 L=330 20d6c/15 L=123 20d6c/15 L=37 35 20 6d12 L=330 20d6c/15 L=113 50 20 10d12 L=330 20d6c/15 L=143 20d6c/15 L=37 50 20 d20 d12 4d20 L=360 4d12 L=330 2x20d6c/15 L=118 50 20 6d16 L=345 15d6c/20 L=144 15d6c/20 L=40 50 20 d16 d12 4d16 L=345 6d12 L=330 20d6c/15 L=144 20d6c/15 L=37 20 30 6d12 L=330 20d6c/15 L=103 20 30 6d16 L=345 15d6c/20 L=104 30 20 4d16 L=345 15d6c/20 L=104 20 25 4d16 L=345 15d6c/20 L=94 20 25 4d12 L=330 20d6c/15 L=93 30 20 6d12 L=330 20d6c/15 L=103 2º PISO +5.63M 30 20 6d12 L=340 21d6c/15 L=103 40 20 6d12 L=340 21d6c/15 L=123 21d6c/15 L=37 35 20 6d12 L=340 21d6c/15 L=113 50 20 6d20 L=370 16d6c/20 L=146 16d6c/20 L=43 50 20 d20 d12 4d20 L=370 2d12 L=340 21d6c/15 L=146 21d6c/15 L=37 50 20 d20 d16 4d20 L=370 2d16 L=355 16d6c/20 L=146 16d6c/20 L=40 50 20 6d20 L=370 16d6c/20 L=146 16d6c/20 L=43 20 30 4d16 L=355 16d6c/20 L=104 20 30 d20 d16 4d20 L=370 2d16 L=355 16d6c/20 L=106 30 20 d16 d12 4d16 L=355 2d12 L=340 21d6c/15 L=104 20 25 d16 d12 4d16 L=355 2d12 L=340 21d6c/15 L=94 20 25 4d12 L=340 21d6c/15 L=93 30 20 4d16 L=355 16d6c/20 L=104 1ºPISO +2.83M 30 25 6d12 L=220 6d12 L=128 13d6c/15 L=103 40 25 6d12 L=220 6d12 L=128 13d6c/15 L=123 13d6c/15 L=37 35 25 6d12 L=220 6d12 L=128 13d6c/15 L=113 50 25 10d12 L=220 8d12 L=128 13d6c/15 L=143 13d6c/15 L=37 50 25 d16 d12 4d16 L=235 4d12 L=220 8d12 L=128 2x13d6c/15 L=116 50 25 d16 d12 4d16 L=235 6d12 L=220 8d12 L=127 13d6c/15 L=144 13d6c/15 L=37 50 25 d16 d12 4d16 L=235 6d12 L=220 8d12 L=128 13d6c/15 L=144 13d6c/15 L=37 25 30 4d16 L=235 6d12 L=128 10d6c/20 L=104 25 30 d20 d12 4d20 L=250 2d12 L=220 4d16 L=153 13d6c/15 L=106 30 25 d16 d12 4d16 L=235 2d12 L=220 4d16 L=143 13d6c/15 L=104 25 25 d16 d12 4d16 L=235 2d12 L=220 4d12 L=128 13d6c/15 L=94 25 25 4d12 L=220 4d12 L=138 13d6c/15 L=93 30 25 4d16 L=235 6d12 L=127 10d6c/20 L=104 ENCADENADOS -0.1M Cimentación Cuadro de columnas Hormigón: H-17 Acero: ADN-420 Escala: 1:50 Armado de la columna Eje de la columna Eje de la viga o de la losa Columna 0.05 0.05 h Longitud de empalme S Detalle de estribado de columnas Estribar en el encuentro con la losa Estribar en el encuentro con la losa PROYECTO: PROFESOR : Ing. Carlos Piubel TRABAJO PRACTICO Fecha: Archivo: Dibujo: UBICACIÓN: PLANO: PLANTA 1º PISO +2.83 Despiece de vigas Hormigón: H-17 Acero: ADN-420 Escala pórticos: 1:50 Escala secciones: 1:25

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, base, bases, DETAIL, details, DWG, footings, FOUNDATION, foundations, fundament, layout, masonry, shoes, structural, structural details

DWG_Blocks

View All Downloads