Structural DWG Detail for AutoCAD

Structural DWG Detail for AutoCAD

REINFORCED CONCRETE; STRUCTURE; FOUNDATION; SLAB; PLINTHS; COLUMNS; DETAILS OF TIER;

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

issue number, flat number, elev, dimensions, plinth box, Location, do not., kind, armor, level, general assembly of plinths, replantillo h. simple, replantillo h.s., replantillo h.s., column anchor, perimeter beam, column, column, slab type, armor, beam, structural, armor, relief, lower, higher, of compression, symbology, lower iron, upper iron, armed forces, cyclopean, cyclopean, chain, detail of stirrups in beams, cimentacion plant, slab, stuffed, kind, column table, level, tapagr., location, section, longitudinal, stirrups, cabbage., stirrups, in columns, plinth, replant, stuffed, armor, slab, axes, cut, axes, axes, cut, axes, cut, tapagrada axes, cut, axes, cut, axes, cut, axes, cut, tapagrada axes, cut, stretch iii, section, steeple beam, tier plant, section, tier detail, beam, on the replantillo, material summary, weight, wtot, concrete f’c, brand, print tips color scale black color black color black color black color black color black color black color black color black all colors black, function level, print tips color scale black color black color black color black color black color black color black color black color black all colors black, nf., nomenclature, type of plinth, column type, function level, replantillo h.s., distribution detail, stirrups in columns, cut type column, unscaled, chain, slab, cover, reinforced concrete, on the replantillo, level, armor, armor, replantillo h.s., beam, beam, slab, esc, slab, esc, tier plant, esc, metal beam, mc board, mcc, cut, cut beam, esc, esc, welding, simple concrete, simple concrete, cut-off type, esc, soil improvement, mc board, welding, mc beam, plate, mc beam, license plate, mc board, welding, detail of plate embedded in column, unscaled, perspective of plate embedded in column, unscaled, box of esc sections, section, section, cut, esc, armed structure of tier, unscaled, beam, plaster, soaked in the wall, h.c., mc board, license plate, tank plant, scale, cut, scale, tank cap, scale, sheet steel stepladder, marks, section, do not., dimensions, long, development, long, total, weight, observ., brand sheets slab profiles, see section, see section, see section, see section, band beam, section, axis level, scale, note: in the start of columns the steels are of, axis level, scale, axis level, scale, axis level, scale, axis level, scale, axis level, scale, axis level, scale, section, scale, section, scale, section, scale, axis level, scale, section, scale, axis level, scale, section, scale, columns.dwg, types of iron, fc kg, f’y kg, materials, drawing:, review: rr, scale: indicated, contains:, structural calculation:, owner:, ing. pink raul, draft, sheet, foundation, jorge oswaldo sánchez freire, constructive details, of .: atahualpa manuel andrade cel .:, steps, villa sara, municipal seals, types of iron, fc kg, f’y kg, materials, drawing:, review: rr, scale: indicated, structural calculation:, owner:, ing. pink raul, draft, sheet, jorge oswaldo sánch

Raw text data extracted from CAD file:

NÚMEROVISTA NÚMEROPLANO N ELEV N+/-0.00 N+/-0.00 Y Y Y Y Y .075 H .075 H H .075 X .80 .80 .80 X \A1;.400 \A1;.050 \A1;.200 \A1;.150 \A1;.100 X \A1;.100 \A1;.200 \A1;.200 \A1;.400 \A1;.400 \A1;.025 \A1;.200 \A1;.025 \A1;.400 \A1;.400 \A1;.025 \A1;.200 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.250 \A1;.025 \A1;.300 \A1;.025 \A1;.250 \A1;.025 \A1;.300 3.00 2.69 3.01 4.10 3.00 4.10 3.00 3.01 2.69 3.00 3.00 2.69 4.10 3.00 4.10 3.00 2.69 3.00 3.00 2.69 3.01 4.10 3.00 4.10 3.00 3.01 2.69 3.00 2.69 3.00 3.00 2.69 3.01 4.10 3.00 4.10 3.00 3.01 1.40 1.40 1.40 1.40 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.00 1.00 1.00 1.00 4.10 3.00 \A1;.40 \A1;.20 \A1;.40 4.10 3.00 \A1;.20 \A1;.20 \A1;.20 \A1;.40 \A1;.20 4.10 3.00 \A1;.20 3.00 \A1;.40 \A1;.20 \A1;.20 3.00 2.69 3.01 1.00 \A1;.40 \A1;.20 \A1;.40 3.00 2.69 \A1;.20 \A1;.20 \A1;.40 3.01 \A1;.20 2.69 \A1;.40 \A1;.20 \A1;.20 \A1;.025 \A1;.150 \A1;.025 \A1;.200 \A1;.025 \A1;.250 \A1;.025 \A1;.300 3.00 2.69 2.60 1.15 .10 1.14 2.39 2.99 \A1;.40 \A1;.30 1.40 DIMENSIONES CUADRO DE PLINTOS UBICACION B2-B3 X No. TIPO 2 P1 X-X Y H 0.35 1.40 Y-Y ARMADURA NIVEL FUND.(Nf) -1.40 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 ARMADO GENERAL DE PLINTOS \A1;ARMADURA X-X REPLANTILLO H. SIMPLE ESCALA______________________________________S/E REPLANTILLO H.S. \A1;ARMADURA X-X \A1;ARMADURA Y-Y \A1;ARMADURA Y-Y REPLANTILLO H.S. \A1;ARMADURA Y-Y -13.45928113126672 -13.45928113126672 \A1;ARMADURA X-X -13.45928113126672 \A1;2d12mm -13.45928113126672 ANCLAJE COLUMNA ESCALA_________________S/E PERIMETRAL Y VIGA \A1;2d12mm COLUMNA -13.45928113126672 -13.45928113126672 COLUMNA -13.45928113126672 ESCALA_________________________1:10 -13.45928113126672 LOSA TIPO ARMADURA X-X ARMADURA Y-Y ARMADURA X-X -13.45928113126672 -13.45928113126672 VIGA -13.45928113126672 \A1;NERVIO ESTRUCTURAL -13.45928113126672 -13.45928113126672 ARMADURA X-X ARMADURA Y-Y ARMADURA Y-Y \A1;BLOQUE ALIVIANAMIENTO \A1;HIERRO INFERIOR \A1;HIERRO SUPERIOR \A1;LOSETA DE COMPRESION -13.45928113126672 SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR Nf=-1.40 Nf=-1.40 -13.45928113126672 -13.45928113126672 ARMADO CADENAS AMARRE \A1;HORMIGON CICLOPEO Estd8mm 1@7.5y15cm 4d12mm -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;HORMIGON CICLOPEO Estd8mm 1@7.5y15cm -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 4d12mm CADENA 1 CADENA 2 -13.45928113126672 -13.45928113126672 ESCALA_________________________1:10 L/3 @7.5 L/3 @7.5 L/3 @.15 L ESCALA______________________S/E DETALLE DE ESTRIBOS EN VIGAS .05 .05 1d14mm@.15 1d14mm@.15 ESCALA__________________1:100 PLANTA DE CIMENTACION ESCALA__________________1:100 LOSA Nv+2.90 ESCALA__________________1:100 TAPAGRADA 1.20 A1-A2-A3-A4-B1-B4-C2-C3 8 P2 0.30 1.20 -1.40 1d12mm@.15 1d12mm@.15 1.00 C1-C4 2 P3 0.30 1.00 -1.40 1d12mm@.15 1d12mm@.15 \A1;2EST.d8mm@7.5y15cm 8d12mm Nf=-1.40 TIPO CUADRO DE COLUMNAS NIVEL TAPAGR. UBIC. SECCION LONGITUDINAL ESTRIBOS COL. A (12) .30x.30 ESTRIBOS ESCALA______________________S/E N+0.20 N-1.40 N+2.90 N+5.60 EN COLUMNAS PLINTO REPLANTILLO H/3 @7.5 H/3 H/3 @15 H/3 H/3 H/3 @15 H/3 H/3 H/3 @15 @7.5 .05 .05 .05 .05 .05 .05 H H H TAPAGRADA @7.5 @7.5 @7.5 @7.5 @7.5 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 B2-B3 C2-C3 Nv+5.60 A1-A2-A3-A4 B1-B4-C1-C4 ARMADURA -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;A \A1;B \A1;C \A1;A \A1;B \A1;C \A1;1 \A1;2 \A1;3 \A1;4 \A1;1 \A1;2 \A1;3 \A1;4 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;A \A1;B \A1;C \A1;A \A1;B \A1;C \A1;1 \A1;2 \A1;3 \A1;1 \A1;2 \A1;3 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;A \A1;B \A1;C \A1;A \A1;B \A1;C \A1;1 \A1;2 \A1;3 \A1;4 \A1;1 \A1;2 \A1;3 \A1;4 1d12Mc419 6d12Mc425 14d12Mc408 18d12Mc407 4d12Mc419 2d12Mc406 8d12Mc406 8d12Mc405 17d12Mc405 2d12Mc406 14d12Mc417 4d12Mc406 14d12Mc417 4d12Mc406 7d12Mc405 10d12Mc408 4d12Mc424 8d12Mc423 16d12Mc422 4d12Mc409 8d12Mc421 10d12Mc420 7d12Mc419 8d12Mc407 4d12Mc419 11d12Mc407 11d12Mc418 17d12Mc405 4d12Mc418 13d12Mc417 1d12Mc416 9d12Mc415 13d12Mc406 4d12Mc414 9d12Mc413 8d12Mc412 19d12Mc411 4d12Mc410 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;B \A1;C \A1;B \A1;C \A1;2 \A1;3 \A1;2 \A1;3 10d12Mc407 10d12Mc405 10d12Mc405 10d12Mc405 12d12Mc403 12d12Mc409 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;A \A1;B \A1;C \A1;A \A1;B \A1;C \A1;3 \A1;4 \A1;3 \A1;4 10d12Mc408 10d12Mc407 10d12Mc405 15d12Mc406 3d12Mc405 18d12Mc404 4d12Mc403 16d12Mc402 12d12Mc401 ESCALA__________________1:100 LOSA Nv+5.60 P1 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P2 -13.45928113126672 -13.45928113126672 P3 -13.45928113126672 -13.45928113126672 P3 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 ESCALA__________H:1:100 EJES 4 Nv+5.60 H:1:20 4d12mm 4d12mm \A1;A \A1;B \A1;C L/3.03 @08 L/3.03 @08 L/2.94 @15 L/3.03 @08 L/3.03 @08 L/2.94 @15 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc515 Mc514 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 ESCALA__________H:1:100 EJES 1-2-3-4 Nv+2.90 H:1:20 -13.45928113126672 4d12mm 4d12mm \A1;A \A1;B \A1;C EJES 1-2-3 Nv+5.60 L/3.03 @08 L/3.03 @08 L/2.94 @15 L/3.03 @08 L/3.03 @08 L/2.94 @15 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc513 Mc512 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 ESCALA__________H:1:100 EJES 3 Nv+5.60 H:1:20 4d12mm 4d12mm \A1;A \A1;B \A1;C L/3.03 @08 L/3.03 @08 L/2.94 @15 L/3.03 @08 L/3.03 @08 L/2.94 @15 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc517 Mc516 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 ESCALA__________H:1:100 EJES 2-3 TAPAGRADA H:1:20 4d12mm 4d12mm \A1;B \A1;C L/3.03 @08 L/3.03 @08 L/2.94 @15 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc511 Mc510 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 \A1;1 \A1;2 \A1;3 \A1;4 ESCALA__________H:1:100 EJES A-B-C Nv+2.90 H:1:20 L/3.03 @08 L/3.03 @08 L/2.94 @15 L/3.03 @08 L/3.03 @08 L/2.94 @15 L/3.03 @08 L/3.03 @08 L/2.94 @15 -13.45928113126672 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc509 Mc508 -13.45928113126672 -13.45928113126672 4d12mm 4d12mm -13.45928113126672 -13.45928113126672 \A1;1 \A1;2 \A1;3 ESCALA__________H:1:100 EJES A-B-C Nv+5.60 H:1:20 L/3.03 @08 L/3.03 @08 L/2.94 @15 L/3.03 @08 L/3.03 @08 L/2.94 @15 -13.45928113126672 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc506 Mc507 -13.45928113126672 -13.45928113126672 4d12mm 4d12mm -13.45928113126672 \A1;3 \A1;4 ESCALA__________H:1:100 EJES A-B-C Nv+5.60 L/3.03 @08 L/3.03 @08 L/2.94 @15 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc504 Mc505 -13.45928113126672 -13.45928113126672 4d12mm 4d12mm -13.45928113126672 ESCALA__________H:1:100 EJES B-C- TAPAGRADA H:1:20 4d12mm 4d12mm \A1;3 \A1;2 CORTE Y - Y ESCALA_____H:1:100 4d12mm 4d12mm ESCALA_____V:1:20 1ESTd8mm@ 7.5 Y 15cm Mc503 Mc502 -13.45928113126672 -13.45928113126672 -13.45928113126672 L/3.03 @08 L/3.03 @08 L/2.94 @15 TRAMO III TRAMO II-IV TRAMO I 7d12Mc616 7d12Mc618 12d12Mc606 7d12Mc615 7d12Mc613 10d12Mc612 7d12Mc611 7d12Mc610 7d12Mc617 7d12Mc616 7d12Mc615 7d12Mc614 7d12Mc613 10d12Mc612 7d12Mc611 7d12Mc610 7d12Mc609 7d12Mc608 7d12Mc607 17d12Mc606 VIGA DE GRADA G-1 ESCALA--------1:10 Est.d8mm 1@20cm 18Ed8Mc605 2d12Mc604 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 26d12Mc603 7d12Mc602 -13.45928113126672 -13.45928113126672 \A1;B \A1;C \A1;2 \A1;3 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 -13.45928113126672 ESCALA__________H:1:100 PLANTA DE GRADA TRAMO I-III TRAMO II-IV P1 18d14Mc103 18d14Mc103 64d12Mc102 64d12Mc102 14d12Mc101 14d12Mc101 20d12Mc202 438Ed8Mc201 64d12Mc304 32d12Mc303 722Ed8Mc302 722Ed8Mc301 7d12Mc601 -13.45928113126672 -13.45928113126672 N+1.44 N+1.62 N+4.16 N+4.16 N+5.60 4d12Mc517 4d12Mc516 4d12Mc515 4d12Mc514 28d12Mc513 28d12Mc512 8d12Mc511 8d12Mc510 12d12Mc509 12d12Mc508 12d12Mc507 12d12Mc506 12d12Mc505 12d12Mc504 8d12Mc503 8d12Mc502 76Ed8Mc501 135Ed8Mc501 180Ed8Mc501 300Ed8Mc501 79Ed8Mc501 80Ed8Mc501 470Ed8Mc501 82Ed8Mc501 ESCALA__________________1:25 DETALLE DE GRADA VIGA G-1 N+-0.00 N+0.20 N+-0.00 1 3 A B C D LP LP 2 c g g b b b b b a a a a a g b g a G C O L I \A1;H \A1;0.07 m \A1;0.05 m sobre el replantillo B B H .07 A A .075 H \A1;5.10 \A1;5.10 \A1;3.45 \A1;4.70 \A1;4.63 \A1;6.23 \A1;5.10 \A1;4.70 \A1;4.63 \A1;6.23 \A1;0.40 \A1;0.30 \A1;200 \A1;250 \A1;5 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;50 \A1;150 \A1;150 0.60 0.60 \A1;250 \A1;300 \A1;50 \A1;150 \A1;3 \A1;200 \A1;350 \A1;5 \A1;.15 \A1;.15 \A1;190 \A1;.30 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.50 \A1;5.10 \A1;0.50 \A1;0.50 \A1;0.20 \A1;1.80 \A1;0.25 \A1;2.25 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.90 68d10Mc114 \A1;a \A1;a \A1;g \A1;g \A1;a \A1;a \A1;b \A1;g \A1;c \A1;a \A1;b \A1;a \A1;b \A1;g \A1;a \A1;a \A1;g \A1;g \A1;a \A1;a \A1;b \A1;g \A1;c \A1;a \A1;b \A1;a \A1;b \A1;g A1,A2,A3 2 RESUMEN DE MATERIALES d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 263 I1 18 4 3.35 0.00 0.00 .10 3.55 14.20 28.40 264 I1 20 2 3.15 0.00 0.00 .10 3.35 6.70 16.52 265 I1 12 6 3.50 0.00 0.00 .10 3.70 22.20 19.71 266 I1 20 3 3.75 0.00 0.00 0.00 3.75 11.25 27.74 267 I1 12 2 2.30 0.00 0.00 .00 2.30 4.60 4.08 268 L 12 2 1.15 .35 0.00 .00 1.50 3.00 2.66 269 L 12 2 2.30 .35 0.00 .00 2.65 5.30 4.71 270 L 14 3 7.50 .35 0.00 .00 7.85 23.55 28.45 271 L 14 3 7.80 0.35 0.00 0.00 8.15 24.45 29.54 272 I1 20 4 4.15 0.00 0.00 0.10 4.35 17.40 42.91 273 I1 12 3 5.35 0.00 0.00 .10 5.55 16.65 14.79 274 I1 14 4 4.97 0.00 0.00 0.10 5.17 20.68 24.98 275 I1 18 4 2.90 0.00 0.00 .10 3.10 12.40 24.80 276 L 16 5 8.80 .35 0.00 0.00 9.15 45.75 72.19 277 L 16 5 8.70 .35 0.00 0.00 9.05 45.25 71.40 278 L 18 2 2.40 .35 0.00 0.00 2.75 5.50 11.00 279 L 16 2 7.20 .35 0.00 0.00 7.55 15.10 23.83 280 I1 14 2 2.40 0.00 0.00 .10 2.60 5.20 6.28 281 L 18 5 8.70 0.55 0.00 .00 9.25 46.25 92.50 282 L 20 3 5.90 .35 0.00 .00 6.25 18.75 46.24 283 I1 12 2 5.55 0.00 0.00 .10 5.75 11.50 10.21 284 L 18 3 6.30 .35 0.00 .00 6.65 19.95 39.90 285 I1 12 8 12.00 0.00 0.00 .10 12.20 97.60 86.67 286 I1 20 3 3.30 0.00 0.00 .10 3.50 10.50 25.89 287 I 14 4 8.13 0.00 0.00 .00 8.13 32.52 39.28 288 L 16 3 5.90 .35 0.00 .00 6.25 18.75 29.59 289 L 16 3 8.98 .35 0.00 .00 9.33 27.99 44.17 290 L 14 2 3.00 .35 0.00 0.00 3.35 6.70 8.09 291 C 18 3 11.29 0.35 0.00 0.00 11.99 35.97 71.94 292 C 18 3 5.00 0.35 0.00 0.00 5.70 17.10 34.20 293 I1 12 2 9.60 0.00 0.00 0.00 9.60 19.20 17.05 294 L 16 3 11.30 .35 0.00 .00 11.65 34.95 55.15 295 C 16 3 11.30 0.35 0.00 0.00 12.00 36.00 56.81 296 C 14 2 6.67 0.35 0.00 0.00 7.37 14.74 17.81 297 I1 12 4 10.65 0.00 0.00 0.00 10.65 42.60 37.83 298 I1 12 40 10.43 0.00 0.00 0.00 10.43 417.20 370.47 299 I1 16 5 3.50 0.00 0.00 0.00 3.50 17.50 27.62 Marca 300 300 L 16 3 5.20 0.30 0.00 0.00 5.50 16.50 26.04 301 L 16 3 11.70 0.30 0.00 0.00 12.00 36.00 56.81 302 G 16 5 6.6 0.51 0.25 0.00 7.36 36.80 58.07 303 O 10 56 0.43 .33 0.00 .10 1.72 96.32 59.43 304 I 10 56 0.43 0.00 0.00 .10 0.63 35.28 21.77 305 O 10 159 .43 .33 0.00 .10 1.72 273.48 168.74 306 O 10 158 0.23 .43 0.00 .10 1.52 240.16 148.18 307 O 10 142 0.23 .43 0.00 .10 1.52 215.84 133.17 308 O 10 142 0.23 .43 0.00 .10 1.52 215.84 133.17 309 O 10 228 0.33 .53 0.00 10.00 21.72 4952.16 3055.48 310 O 10 226 0.33 .53 0.00 .10 1.92 433.92 267.73 311 O 10 200 0.33 .53 0.00 .10 1.92 384.00 236.93 312 I1 12 2 12.00 0.00 0.00 0.00 12.00 24.00 21.31 313 I1 12 2 7.10 0.00 0.00 0.00 7.10 14.20 12.61 314 O 10 210 .43 0.33 0.00 .10 1.72 361.20 222.86 315 O 10 224 .43 0.33 0.00 .10 1.72 385.28 237.72 316 O 10 57 .43 0.33 0.00 .10 1.72 98.04 60.49 317 O 10 154 0.53 0.33 0.00 .10 1.92 295.68 182.43 318 O 10 140 0.53 0.33 0.00 .10 1.92 268.80 165.85 319 O 10 68 0.53 0.33 0.00 .10 1.92 130.56 80.56 320 O 10 134 0.53 0.33 0.00 .10 1.92 257.28 158.74 321 I1 20 3 3.50 0.00 0.00 .10 3.70 11.10 27.37 322 L 16 3 9.10 .35 0.00 .00 9.45 28.35 44.74 323 L 14 4 4.05 0.25 0.00 .00 4.30 17.20 20.78 324 L 14 4 5.25 0.25 0.00 .00 5.50 22.00 26.58 325 I1 12 2 4.70 0.00 0.00 0.00 4.70 9.40 8.35 326 L 18 3 10.20 .35 0.00 .00 10.55 31.65 63.30 327 L 12 3 11.30 0.35 0.00 .00 11.65 34.95 31.04 328 I1 12 2 6.60 0.00 0.00 .00 6.60 13.20 11.72 329 I1 12 2 9.75 0.00 0.00 .00 9.75 19.50 17.32 330 L 12 3 5.15 0.35 0.00 .00 5.50 16.50 14.65 0 10115.08 2744.97 409.90 1203.48 263.17 128.00 0 0 0 0 0.00 6241.00 2437.53 495.16 1899.09 526.34 315.65 0.00 0.00 0.00 0.00 11914.77 4d12 4d12 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.25 \A1;0.10 \A1;0.40 \A1;0.10 \A1;.62 -1363.598093195251 \A1;0.80 \A1;0.80 \A1;3.10 \A1;0.80 \A1;3.10 \A1;0.80 \A1;2.70 \A1;0.80 \A1;0.85 \A1;.250 \A1;.250 \A1;0.40 \A1;0.35 \A1;0.34 \A1;0.29 \A1;5.10 \A1;5.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.73 \A1;0.80 \A1;3.07 \A1;2.12 \A1;1.45 \A1;5.10 \A1;5.10 \A1;3.45 \A1;0.50 \A1;0.40 \A1;0.34 \A1;0.34 \A1;0.44 \A1;0.50 \A1;0.35 \A1;0.29 \A1;0.44 \A1;0.29 \A1;0.40 \A1;0.30 \A1;0.34 \A1;0.24 \A1;0.50 \A1;0.35 \A1;0.29 \A1;0.44 \A1;0.25 \A1;5.10 \A1;5.10 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;5.10 \A1;5.10 \A1;0.25 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;3.15 \A1;3.15 \A1;4.63 \A1;4.70 \A1;6.23 \A1;0.80 \A1;0.80 \A1;1.86 \A1;0.80 \A1;0.80 \A1;0.80 \A1;2.60 \A1;1.64 \A1;4.20 \A1;6.23 \A1;4.70 \A1;4.20 \A1;0.80 \A1;0.80 \A1;4.00 \A1;0.80 \A1;0.80 \A1;1.88 \A1;0.80 \A1;0.80 \A1;0.80 \A1;2.63 \A1;1.67 \A1;4.23 \A1;4.63 \A1;4.70 \A1;6.23 \A1;4.70 \A1;5.10 \A1;5.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;3.16 \A1;3.15 \A1;1.24 \A1;8.02 \A1;1.09 \A1;5.10 \A1;5.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;3.16 \A1;3.15 \A1;5.10 \A1;5.10 \A1;0.80 \A1;6.23 \A1;4.70 \A1;4.63 \A1;0.80 \A1;0.80 \A1;1.90 \A1;0.80 \A1;0.80 \A1;0.80 \A1;2.60 \A1;1.60 \A1;4.20 \A1;5.10 \A1;5.10 \A1;3.45 \A1;4.70 \A1;4.63 \A1;6.23 \A1;1.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;2.08 \A1;0.80 \A1;2.60 \A1;2.55 \A1;2.92 \A1;6.23 \A1;4.70 \A1;4.63 \A1;0.60 \A1;0.40 \A1;0.34 \A1;0.34 \A1;0.54 \A1;0.50 \A1;0.40 \A1;0.34 \A1;0.34 \A1;0.44 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.95 \A1;0.80 \A1;3.07 \A1;1.90 \A1;1.45 \A1;5.10 \A1;5.10 \A1;3.45 \A1;1.70 \A1;1.70 \A1;2.00 \A1;2.00 \A1;1.70 \A1;1.70 \A1;1.90 \A1;1.90 \A1;1.90 \A1;1.90 \A1;1.70 \A1;1.70 \A1;.175 \A1;.400 \A1;0.30 \A1;0.40 \A1;0.40 \A1;.125 \A1;.250 \A1;.375 \A1;.200 \A1;.200 \A1;.125 \A1;.150 \A1;.225 \A1;.150 \A1;.250 \A1;.225 \A1;.125 \A1;.101 \A1;.250 \A1;.145 \A1;.175 \A1;.250 \A1;.300 \A1;.200 \A1;.250 \A1;.200 \A1;.250 \A1;.225 \A1;.200 \A1;.375 \A1;.250 \A1;.225 \A1;.250 \A1;.200 \A1;2.500 \W7.89304; PUNTAS DE IMPRESION \W8.75859; \W8.19588; FORMATO A1 \W8.06186; ESCALA 1:100 COLOR 1 0.50 BLACK COLOR 2 0.00 BLACK COLOR 3 0.20 BLACK COLOR 4 0.30 BLACK COLOR 6 0.20 BLACK COLOR 7 0.05 BLACK COLOR 8 0.00 BLACK COLOR 33 0.10 BLACK COLOR 74 0.05 BLACK COLOR 144 0.10 BLACK ALL COLOURS 0.00 BLACK NIVEL DE FUNCIÓN \A1;L/3 \A1;L/3 \A1;L/3 \A1;H \A1;>2H \A1;d \A1;>2H \A1;db \A1;12db \A1;db \A1;db \A1;4db\H1.5x;\U+226565mm \A1;4db \A1;5db \A1;6db \A1;\U+22643db \A1;\U+22642db \A1;ldh \A1;ldh \A1;L \A1;L/4>H/2 \A1;L/2 \A1;L/4>H/2 \A1;1.20 \A1;0.20 \A1;.30 \A1;.40 \A1;.25 \A1;.25 \A1;.30 \A1;.50 \A1;.50 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;0.40 \A1;0.34 \A1;0.34 \A1;0.50 \A1;0.44 \A1;0.34 \A1;0.34 \A1;0.50 \A1;0.44 \A1;0.40 \A1;0.34 \A1;0.34 \A1;0.50 \A1;0.44 \A1;0.40 \A1;1.70 \A1;1.70 \A1;2.00 \A1;2.00 \A1;1.90 \A1;2.60 \A1;2.60 \A1;1.90 \A1;1.80 \A1;2.10 \A1;1.10 \A1;2.20 \A1;2.20 \A1;0.40 \A1;580 \A1;350 \A1;300 \A1;0.40 \A1;0.50 \A1;350 a 580 \A1;50 \A1;50 \A1;variable \A1;300 \A1;0.50 \W7.89304; PUNTAS DE IMPRESION \W8.75859; \W8.19588; FORMATO A1 \W8.06186; ESCALA 1:100 COLOR 1 0.50 BLACK COLOR 2 0.00 BLACK COLOR 3 0.20 BLACK COLOR 4 0.30 BLACK COLOR 6 0.20 BLACK COLOR 7 0.05 BLACK COLOR 8 0.00 BLACK COLOR 33 0.10 BLACK COLOR 74 0.05 BLACK COLOR 144 0.10 BLACK ALL COLOURS 0.00 BLACK NF. I 1 NOMENCLATURA TIPO DE PLINTO TIPO DE COLUMNA NIVEL DE FUNCIÓN REPLANTILLO H.S. f'c=140 kg/cm2 DETALLE DE DISTRIBUCION DE ESTRIBOS EN COLUMNAS CORTE DE COLUMNA TIPO SIN ------------------ ESCALA H E @ 0.08 CADENA L LOSA CUBIERTA Hormigón Armado f'c= 210 Kg/cm2 0.07 m 0.05 m sobre el replantillo nivel 0.00 nivel 3.00 nivel 6.00 B B ESCALA______________________________________S/E \A1;ARMADURA B-B H .07 \A1;ARMADURA A-A A ARMADURA A-A A ARMADURA A-A ARMADURA B-B ARMADURA B-B Nf=-1.50 .075 H REPLANTILLO H.S. f´c= 140 Kg/cm2 \A1;ARMADURA A-A \A1;ARMADURA B-B 1 3 A B C D LP 2 5 5 5 5 5 5 1 3 A B C D 2 5 5 5 5 5 VIGA 5 5 VIGA B 2 LOSA N +3.00 ESC 1:100 LOSA N +6.00 ESC 1:100 Planta de grada ESC 1:50 x' x Viga metálica de 200x250x5 1 200 250 5 Placa Mc 303 500x300x8 2U150x50x3 Mcc 301 corte x-x´ Viga corte y-y´ ESC 1:25 200x250x5 Mc 302 ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 5 SOLDADURA 6011 SOLDADURA 6011 2 U 150*50*3 Mc 301 L= 1.30 m c/u HORMIGON SIMPLE f´c 180 Kg/cm2 d 12 f'y=4200 Kg/cm2 HORMIGON SIMPLE f´c 180 Kg/cm2 \W6.38950; 2 U 150*50*3 Mc 301 \W9.41125; L= 1.30 m c/u 50 150 CORTE DE ESCALÓN TIPO ESC 1:50 150 MEJORAMIENTO DE SUELO MEJORAMIENTO DE SUELO 0.60 0.60 Placa Mc 303 350A580x300x8 Soldadura 6011 Viga Mc 302 200x250x5 Placa de 350 A 580x300x8 Viga Mc 302 200x250x5 Viga Mc 302 200x250x5 Placa 350-580x300x8 Placa Mc 303 350a580x300x8 Soldadura 6011 250 300 \W1.83742; DETALLE DE PLACA \W1.83742; EMBEBIDA EN COLUMNA SIN ESCALA PERSPECTIVA DE PLACA EMBEBIDA EN COLUMNA SIN ESCALA L=60 cm \U+2205 14 fý=4200 Kg/cm2 L=60 cm \U+2205 12 fý=4200 Kg/cm2 L=60 cm \U+2205 12 fý=4200 Kg/cm2 L=60 cm \U+2205 12 fý=4200 Kg/cm2 3d18Mc112 3d18Mc112 3d18Mc112 CUADRO DE SECCIONES - ESC 1:10 SECCION U - 150x50x3 5 150 3 200 350 5 5 50-150 6011 SECCION V - 250x190x5 PL 190x5 PL 250x5 .15 .15 Y' Y 190 corte y-y´ ESC 1:10 ESTRUCTURA Y ARMADO DE GRADA SIN ESCALA N+ 3.00 N+-0.00 Y' Y 1 d 12 L=80 cm d 12 f'y=4200 Kg/cm2 1 d 12 L=80 cm 32d12Mc11 e' e e' e d' d 5 5 5 VIGA .25X.40 VIGA VIGA E @0.08 Enlucido Enbebido en la Pared 0.50 0.50 H.C. f'c=180 Kg/cm2 Placa Mc 304 350x300x8 Placa Mc 306 350x300x8 Placa Mc 305 580x250x8 0.50 0.50 Placa Mc305 580x300x8 5 5 5 5 5 5 5 5 A A' 5 5 5 5 5 5 5 5 A A' PLANTA DE CISTERNA Escala 1:50 CORTE A-A' Escala 1:50 TAPA DE CISTERNA e=0.20 Escala 1:50 5 5 5 5 5 5 5 5 @ 0.20 @ 0.20 @ 0.20 @ 0.20 @ 0.20 PLANILLA DE ACEROS - ESCALERA MARCAS 200 Mc Sección No. Dimensiones LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. a b Marca 200 - LAMINAS Y PERFILES EN LOSA Nv.+3.60 301 U - 150X50x3 32 1.20 0.00 1.20 1.20 219.20 302 V - 250X200x5 1 28.50 0.00 1422.72 28.50 28.50 ver sección ver sección PL - 500x300x8 1 .50 0.30 3.46 - - ver sección 303 PL - 350x300x8 2 0.40 0.30 2.30 - - ver sección 304 PL - 580x250x8 1 0.58 0.25 3.00 - - (pl.trapezoidal) 305 PL - 300x350x8 1 0.35 0.300 2.02 - - ver sección 306 VIGA BANDA Nf=-1.50 \A1; a' a sección a-a Eje A nivel + 3.00 Escala H= 1:100 Escala V= 1:50 Escala = 1:25 @6cm Y 14cm \A1; \W2.57732; NOTA: EN LOS ARRANQUE DE COLUMNAS LOS \W2.57732; ACEROS SON DE Ø20 Eje B nivel + 3.00 Escala H= 1:100 Escala V= 1:50 Eje D nivel + 3.00 Escala H= 1:100 Escala V= 1:50 Eje 1 nivel + 3.00 Escala H= 1:100 Escala V= 1:50 Eje 3 nivel + 3.00 Escala H= 1:100 Escala V= 1:50 Eje B nivel + 6.00 Escala H= 1:100 Escala V= 1:50 Eje C nivel + 6.00 Escala H= 1:100 Escala V= 1:50 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; b b \A1; \A1; \A1; sección g-g Escala = 1:25 sección d-d Escala = 1:25 @6cm y @10cm d d \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; sección j-j Escala = 1:25 j j Eje 2 nivel + 6.00 Escala H= 1:100 Escala V= 1:50 sección m-m Escala = 1:20 Eje 3 nivel + 6.00 Escala H= 1:100 Escala V= 1:50 sección l-l Escala = 1:25 l l \Lestruc_cimiento y columnas.dwg \Lestruc_cimiento y columnas.dwg TIPOS DE HIERRO : F'c = 210 Kg / cm2 F'y = 4200 Kg / cm2 MATERIALES C O I1 a a g g a a b g I c a b a b g G L \T0.8;\C251; \H0.6017x;\T0.75;I\W1.3;D\W1.5;\T0.9;R\W1;\T1;O\fCalibri|b0|i0|c0|p34;\H1.939x;\T0.75;\C9;s\H0.7143x;\T1; \H1.4x;ft DIBUJO: REVISO: RR ESCALA: INDICADAS CONTIENE: CALCULO ESTRUCTURAL: PROPIETARIO: ING. RAUL ROSADO 10-111 PROYECTO : HOJA # E1 - CIMENTACIÓN Jorge Oswaldo Sánchez Freire DE 2 - DETALLES CONSTRUCTIVOS \W1.3;\T0.9; Of.: atahualpa y Manuel Andrade (Ciudadela Rumiuñahui) Telf.; (06) 2927 950 - (06) 2520696 - Cel.: 0997325166 - GRADAS VILLA SARA SELLOS MUNICIPALES : TIPOS DE HIERRO : F'c = 210 Kg / cm2 F'y = 4200 Kg / cm2 MATERIALES C O I1 a a g g a a b g I c a b a b g G L \T0.8;\C251; \H0.6017x;\T0.75;I\W1.3;D\W1.5;\T0.9;R\W1;\T1;O\fCalibri|b0|i0|c0|p34;\H1.939x;\T0.75;\C9;s\H0.7143x;\T1; \H1.4x;ft DIBUJO: REVISO: RR ESCALA: INDICADAS CALCULO ESTRUCTURAL: PROPIETARIO: ING. RAUL ROSADO 10-111 PROYECTO : HOJA # E2 Jorge Oswaldo Sánchez Freire DE 2 \W1.3;\T0.9; Of.: atahualpa y Manuel Andrade (Ciudadela Rumiuñahui) Telf.; (06) 2927 950 - (06) 2520696 - Cel.: 0997325166 VILLA SARA SELLOS MUNICIPALES : - DETALLES CONSTRUCTIVOS - LOSA Nvs. +3.00, +6.00 3Ed10@ 8CM Nv.+0.00 Nv. Cim. SECCIÓN UBICACIÓN \Q0;A1,A3,D1,D3 Nº COLUMNAS 4 Nv. +6.00 4 Cim.Nv.-1.50 \Q0;A2, 1 Nv. +3.00 1 98E d10 C/COL (4d16 c/u) (4d14 c/u) 5Ed10@ 8CM \Q0;B2 1 2 3Ed10@ 8CM 98E d10 C/COL \Q0;BLP,CLP 1Ed10@ 8CM (6d16 c/u) 58E d10 C/COL 1 3 5 2 \Q0;C2 3Ed10@ 8CM VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA VIGA 9d14Mc245 7d12Mc205 13d14Mc245 10d12Mc244 10d12Mc243 13d12Mc207 20d14Mc242 23d12Mc207 20d12Mc206 1d12Mc241 1d14Mc240 19d12Mc208 8d12Mc212 29d12Mc211 26d12Mc207 28d12Mc209 27d12Mc208 27d12Mc207 18d12Mc206 16d12Mc205 20d12Mc204 18d12Mc203 18d12Mc202 18d12Mc201 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 5 5 5 5 5 5 Armadura inferior Armadura inferior 5 5 5 DETALLE DE LOSA TIPO ESC 1:20 E = 0.25 m. CASETONES INDUSTRIALES PVC PICA 0.395x0.395x0.15 malla electrosolada ULTRA U106 DE fy=6000kg/cm2 (10 x10cm) d 4.5mm area=680m2 Nota: Para mejorar la legibilidad de los planos, algunos refuerzos de las camadas superiores e inferiores se les han dibujado fuera del elemento. N -0.50 TAPA 2 REPLANTILLO H.S. f´c= 140 Kg/cm2 2 30 40 25 30 25 40 L=510 L=510 30 25 40 L=335 L=1122 L=1122 40 25 50 L=1115 L=1146 30 25 40 L=325 L=1115 L=1122 30 40 25 L=1035 L=705 107.4 L=215 L=265 L=205 29 29 L=865 L=870 102.4 30 25 40 L=905 L=890 148 L=1175 L=710 2P4d16 L=205 L=230 1ed10 @6cm 5 5 5 5 5 5 5 5 5 1ed10 @14cm 1ed10 @6cm 1ed10 @14cm 1ed10 @6cm 1ed10 @6cm 5 5 5 5 5 5 2d16Mc254 1d18Mc253 4d14 Mc210 \A1;2d16Mc254 \A1; 5 5 104Ed10Mc305 30 25 40 103.1 L=1180 L=410 145.5 L=1185 L=415 2P3d18 148.3 L=965 L=605 105.7 L=965 L=615 104.7 5 5 5 5 5 5 1ed10 @6cm 5 5 5 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm 1ed10 @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 2d12Mc115 2d12Mc114 2d16Mc113 2d16Mc112 2d14Mc111 5 sección b-b Escala = 1:25 @6cm Y 10cm 2d18 Mc116 \A1;2d16Mc113 \A1;2d12Mc114 2\U+220514Mc111 25 40 L=245 L=1115 L=1115 5 5 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1d18Mc255 2d14 Mc238 \A1;2d14Mc238 \A1; \A1; \A1; 30 40 25 4.755 L=340 L=1035 L=720 120.4 L=280 L=315 L=240 L=485 L=895 L=900 100.8 L=800 30 25 40 L=1125 L=320 L=1182 L=1175 L=1182 30 25 40 L=1117 L=1035 L=715 117.4 L=220 L=220 L=670 L=900 L=900 105.8 5 5 5 2d14Mc252 2d16Mc251 2d16Mc233 2d18Mc250 5 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm 2d16Mc230 2d16Mc230 f f \A1;2d16Mc230 @6cm Y 10cm 2d16 Mc233 \A1;1d12Mc247 sección f-f Escala = 1:25 174Ed10Mc314 120Ed10Mc239 267Ed10Mc314 2d12Mc237 2d20Mc236 \A1; 5 5 5 5 5 5 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm g g @5cm y @10cm \A1; 174Ed10Mc314 3d16 Mc226 \A1;3d16Mc226 \A1; \A1;2d10Mc227 2\U+220512Mc237 1d18Mc234 3d16Mc235 1d18Mc234 3d16Mc233 2d12Mc232 2d16Mc230 1d16Mc231 2d16Mc230 5 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm @5cm y @10cm 174Ed10Mc314 \A1;2d16Mc230 2\U+220512Mc232 5 5 5 Eje 2 nivel + 3.00 Escala H= 1:100 Escala V= 1:50 B C 5 3d16Mc200 2d14Mc229 2d14Mc229 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm @5cm y @10cm 2d14 Mc229 \A1;2d14Mc229 p' p sección p-p´ Escala = 1:20 55Ed10Mc213 sección o-o´ Escala = 1:25 o´ o 2d14Mc228 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm 2d14 Mc225 \A1;2d16Mc224 @5cm y @10cm 120Ed10Mc314 sección h-h Escala = 1:25 h h Eje A,D nivel + 6.00 Escala H= 1:100 Escala V= 1:50 \A1;2d16Mc214 3d12 Mc223 \A1; 3d16Mc226 3d16Mc226 2d14Mc225 2d16Mc224 3d12Mc223 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 5 5 112Ed10Mc220 2d16Mc221 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm \A1;2d16Mc219 2d16 Mc219 112Ed10Mc220 2d16Mc219 2d16Mc110 2d16Mc109 2d16Mc107 2d16Mc107 2d16Mc106 2d16Mc105 2d16Mc105 2d12Mc216 5 5 5 5 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm \A1;2d16Mc105 2d16 Mc106 Eje 1,3 nivel + 6.00 Escala H= 1:100 Escala V= 1:50 186Ed10Mc213 \A1; @5cm y @10cm @5cm y @10cm @5cm y @10cm sección i-i Escala = 1:25 i i A R M A D U R A 1d16@0.25 H B (m) A (m) No. (m) SENTIDO A-A TIPO FUNDICION CON HORMIGON f'c= 210 kg/cm2 UBICACION SENTIDO B-B CUADRO DE PLINTOS 0.40 1.70 4 0.40 1.90 2 I III A1,A3,D1,D3 B-LP, C-LP B3,C3 II 0.45 2.00 2 0.45 1.80 2 V CIMENTACIÓN ESC 1:100 1 3 A B C D LP 2 5 5 5 5 5 5 5 NF.-1.50 I NF.-1.50 1 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 I 1 I 1 I 1 II 3 III 6 V 4 II 2 IV 7 III 8 IV 9 V 10 VI 5 5 1.70 1.90 2.00 2.10 0.45 2.60 2 IV B1,C1 1.90 5 5 5 5 5 5 5 5 5 1ed10 @6cm 1ed10 @10cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm 2d16Mc104 2d12Mc215 2d12Mc103 5 5 5 4d20Mc102 4d20Mc101 \A1;2d16Mc107 4d20 Mc102 186Ed10Mc213 @5cm y @10cm 4d14Mc210 2d18Mc117 2d18Mc116 \A1;3d16Mc233 m m \A1;2d12Mc103 B1 7Ed10@ 8CM 5 5 5 5 5 B3 5 5 5 5 5 5Ed10@8CM 6 1 7 1 98E d10 C/COL Eje LP nivel + 3.00 Escala H= 1:100 Escala V= 1:50 2d14Mc238 2d14Mc238 2d10Mc246 1d16Mc249 2d10Mc248 1d12Mc247 2d10Mc227 2d12Mc217 2d12Mc218 2d16Mc219 \A1;1d10Mc259 1d10Mc259 L=1146 \A1;1d12Mc223 L=240 L=370 1d10Mc258 2d12Mc257 L=150 2d12Mc222 2d16Mc214 1d12Mc223 1d10Mc256 30 25 40 L=430 L=1060 L=765 96 L=1180 L=410 145.3 L=220 107 L=330 156 L=960 L=600 104.2 5 5 5 5 5 5 1ed10 @6cm 5 5 5 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @6cm 1ed10 @10cm 1ed10 @10cm 1ed10 @10cm 5 5 5 2d16Mc110 2d16Mc109 2d16Mc113 2d16Mc112 2d14Mc111 1d14Mc120 1d10Mc108 1d18Mc119 b b Eje C nivel + 3.00 Escala H= 1:100 Escala V= 1:50 sección b-b Escala = 1:25 @6cm Y 10cm 2d16 Mc109 \A1;2d16Mc112 267Ed10Mc314 2\U+220514Mc111 2d14Mc118 2d14Mc118 L=430 L=1060 PLANILLA DE ACEROS MARCAS 100 200 300 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 COLUMNAS (m3) = 0.00 VIGAS (m3) = 0.00 Marca 100 101 L 20 4 8.50 0.25 0.00 0.00 8.75 35.00 86.31 102 L 20 4 8.70 0.25 0.00 0.00 8.95 35.80 88.28 103 L 12 2 2.10 0.25 0.00 0.00 2.35 4.70 4.17 104 L 16 2 11.50 0.25 0.00 0.00 11.75 23.50 37.08 105 L 16 8 8.40 0.25 0.00 0.00 8.65 69.20 109.20 106 L 16 4 10.10 0.25 0.00 0.00 10.35 41.40 65.33 107 L 16 6 6.70 0.25 0.00 0.00 6.95 41.70 65.80 108 I1 10 1 2.20 0.00 0.00 0.00 2.20 2.20 1.36 109 I 16 4 11.40 0.00 0.00 0.30 12.00 48.00 75.74 110 I 16 4 4.00 0.00 0.00 0.30 4.60 18.40 29.04 111 I 14 4 10.60 0.00 0.00 0.30 11.20 44.80 54.12 112 L 16 4 6.05 0.29 0.00 0.30 6.64 26.56 41.91 113 L 16 4 9.65 0.29 0.00 0.00 9.94 39.76 62.74 114 L 12 2 9.65 0.29 0.00 0.00 9.94 19.88 17.65 115 L 12 2 6.05 0.29 0.00 0.30 6.64 13.28 11.79 116 I 18 2 11.65 0.00 0.00 0.30 12.25 24.50 49.00 117 L 18 2 4.00 0.25 0.00 0.00 4.25 8.50 17.00 118 I1 14 4 4.30 0.00 0.00 0.00 4.30 17.20 20.78 119 I1 18 1 3.30 0.00 0.00 0.00 3.30 3.30 6.60 120 I 14 1 7.70 0.00 0.00 0.30 8.30 8.30 10.03 Marca 200 201 I 12 18 5.00 0.00 0.00 .10 5.20 93.60 83.12 202 I 12 18 11.25 0.00 0.00 .10 11.45 206.10 183.02 203 C 12 18 1.30 .23 0.00 0.00 1.76 31.68 28.13 204 C 12 20 2.60 .23 0.00 0.00 3.06 61.20 54.35 205 C 12 23 3.00 .23 0.00 0.00 3.46 79.58 70.67 206 C 12 38 1.70 .23 0.00 0.00 2.16 82.08 72.89 207 C 12 89 1.65 .22 0.00 0.00 2.09 186.01 165.18 208 I 12 46 10.70 0.00 0.00 .10 10.90 501.40 445.24 209 C 12 28 2.80 .22 0.00 0.00 3.24 90.72 80.56 210 C 14 4 10.65 0.35 0.00 0.00 11.35 45.40 54.84 211 C 12 29 1.55 .23 0.00 0.00 2.01 58.29 51.76 212 I 12 8 3.45 0.00 0.00 .10 3.65 29.20 25.93 213 O 10 613 0.34 0.24 0.00 .10 1.36 833.68 514.38 214 C 16 2 10.60 0.25 0.00 0.00 11.10 22.20 35.03 215 I1 12 2 2.00 0.00 0.00 0.00 2.00 4.00 3.55 216 I1 12 4 2.15 0.00 0.00 0.00 2.15 8.60 7.64 217 I1 12 4 2.15 0.00 0.00 0.00 2.15 8.60 7.64 218 I1 12 4 2.65 0.00 0.00 0.00 2.65 10.60 9.41 219 C 16 4 10.64 0.30 0.00 0.00 11.24 44.96 70.95 220 O 10 224 0.34 0.44 0.00 .10 1.76 394.24 243.25 221 I1 16 2 3.30 0.00 0.00 0.00 3.30 6.60 10.41 222 L 12 4 1.26 0.25 0.00 0.00 1.51 6.04 5.36 223 C 12 4 10.60 0.25 0.00 0.00 11.10 44.40 39.43 224 C 16 4 10.70 0.15 0.00 0.00 11.00 44.00 69.43 225 C 14 4 10.70 0.25 0.00 0.00 11.20 44.80 54.12 226 C 16 6 11.50 0.15 0.00 0.00 11.80 70.80 111.72 227 C 10 2 11.50 0.15 0.00 0.00 11.80 23.60 14.56 228 I1 14 4 3.25 0.00 0.00 0.00 3.25 13.00 15.70 229 C 14 4 5.10 0.15 0.00 0.00 5.40 21.60 26.09 230 L 16 8 9.00 0.25 0.00 0.00 9.25 74.00 116.77 231 I1 16 1 6.70 0.00 0.00 0.00 6.70 6.70 10.57 232 I1 12 2 11.15 0.00 0.00 0.00 11.15 22.30 19.80 233 L 16 5 10.35 0.25 0.00 0.00 10.60 53.00 83.63 234 I1 18 2 2.20 0.00 0.00 0.00 2.20 4.40 8.80 235 L 16 3 7.15 0.25 0.00 0.00 7.40 22.20 35.03 236 I1 20 2 3.20 0.00 0.00 0.00 3.20 6.40 15.78 237 I1 12 2 1.80 0.00 0.00 0.00 1.80 3.60 3.20 238 C 14 4 11.15 0.25 0.00 0.00 11.65 46.60 56.29 239 O 10 120 0.19 0.34 0.00 0.00 1.06 127.20 78.48 240 I 14 1 11.25 0.00 0.00 .10 11.45 11.45 13.83 241 I 12 1 5.15 0.00 0.00 .10 5.35 5.35 4.75 242 C 14 20 2.80 .22 0.00 0.00 3.24 64.80 78.28 243 C 12 10 2.40 .22 0.00 0.00 2.84 28.40 25.22 244 C 12 10 1.00 .23 0.00 0.00 1.46 14.60 12.96 245 C 14 22 3.00 .23 0.00 0.00 3.46 76.12 91.95 246 I1 10 2 4.85 0.00 0.00 0.00 4.85 9.70 5.98 247 L 12 1 8.00 0.25 0.00 0.00 8.25 8.25 7.33 248 I1 10 2 2.40 0.00 0.00 0.00 2.40 4.80 2.96 249 I1 16 1 3.15 0.00 0.00 0.00 3.15 3.15 4.97 250 I1 18 2 3.40 0.00 0.00 0.00 3.40 6.80 13.60 251 L 16 2 7.20 0.25 0.00 0.00 7.45 14.90 23.51 252 I1 14 2 2.80 0.00 0.00 0.00 2.80 5.60 6.76 253 I1 18 1 2.70 0.00 0.00 0.30 3.30 3.30 6.60 254 C 16 2 10.65 0.35 0.00 0.00 11.35 22.70 35.82 255 I1 18 1 11.15 0.00 0.00 0.00 11.15 11.15 22.30 256 I1 10 1 5.00 0.00 0.00 0.00 5.00 5.00 3.09 257 I1 12 2 2.40 0.00 0.00 0.00 2.40 4.80 4.26 258 I1 10 1 3.70 0.00 0.00 0.00 3.70 3.70 2.28 259 C 10 1 10.64 0.30 0.00 0.00 11.24 11.24 6.94 Marca 300 305 O 10 104 0.34 0.24 0.00 .10 1.36 141.44 87.27 314 O 10 1296 0.34 0.24 0.00 .10 1.36 1762.56 1087.50 0 3319.36 1627.26 399.67 693.73 61.95 77.20 0 0 0 0 0.00 2048.05 1445.01 482.80 1094.71 123.90 190.38 0.00 0.00 0.00 0.00 5384.85 1ed10 @6cm 5 5 5 5 5 5 5 5 5 5 5 5 A2,B2 SUPERIOR INFERIOR 1d16@0.25 1d16@0.25 SUPERIOR INFERIOR 1d16@0.25 1d12@0.15 SUPERIOR INFERIOR 1d12@0.15 1d12@0.15 SUPERIOR INFERIOR 1d12@0.15 1d16@0.25 SUPERIOR INFERIOR 1d16@0.25 1d16@0.25 SUPERIOR INFERIOR 1d16@0.25 1d16@0.25 SUPERIOR INFERIOR 1d16@0.25 1d16@0.25 SUPERIOR INFERIOR 1d16@0.25 1d16@0.17 SUPERIOR INFERIOR 1d16@0.17 1d16@0.17 SUPERIOR INFERIOR 1d16@0.17 C2,D2 0.50 1.10 2 2.20 1d16@0.20 SUPERIOR INFERIOR 1d16@0.20 1d16@0.20 SUPERIOR INFERIOR 1d16@0.20 Vl 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 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 NF.-1.50 VI 5 ,C1 4Ed10@ 8CM 98E d10 C/COL \C4; \C4;NOTAS GENERALES: · L\T0.85000;a resistencia especificada a los 28 dÍas para el hormigón de \T0.85000;todos los elementos estructurales,será de 210 kg/cm2. \T0.85000;· \T0.85000;El acero de refuerzo tendra un limite de fluencia de fy=4200 \T0.85000;kg/cm2 \T0.85000;· \T0.85000;El tamano máximo del agregado grueso será de 2.5 cm. \T0.85000;· \T0.85000;Para el diseño de la cimentación se ha tomado un esfuerzo \T0.85000;admisible del suelo = 28 t/m2, de acuerdo al estudio de suelos,que \T0.85000;deberá ser verificado en obra por el constructor. En caso de que el \T0.85000;suelo no presente características aptas, y sea posible mejorarlo, \T0.85000;deberá realizarse un mejoramiento de 0.80 m de profundidad al \T0.85000;menos con un sobreancho de 40 cm a cada lado de los plintos, \T0.85000;luego de lo cual se verificará que resista una presión de al menos \T0.85000;28 t/m2. \T0.85000;· \T0.85000;Los traslapes del refuerzo longitudinal de columnas se lo hará en \T0.85000;los posible en el tercio medio de su luz libre; \T0.85000;· \T0.85000;Por ningún motivo se traslaparan más de la mitad de las varillas en \T0.85000;un mismo sitio. \T0.85000;· \T0.85000;La distancia mínima entre dos traslapes consecutivos será de \T0.85000;1.50m. \T0.85000;· \T0.85000;Las medidas anotadas prevalecen sobre cualquiera hecha a \T0.85000;escala. Las medidas se las da en metros, salvo las de aceros que \T0.85000;se dan en milímetros. \T0.85000;· \T0.85000;Las planillas de hierro NO consideran traslapes. \T0.85000; Recubrimientos mínimos: · En elementos en contacto con la tierra = 5 cm · Otros elementos = 2.5 cm x' Long. de traslape de hierros en el lecho inferior de la viga x L/3 L/3 L/3 H CORTE LONGITUDINAL DE VIGA BANDA TIPO - S/E la longitud del traslape para hormigón de f'c=210 será de: >2H \Q14;\W0.9;\T0.75;espaciamiento de estribos en los traslapes \H1.0833x;\Q15;\W1;\T1;\U+2264\Fcdm_nc|c0;\H0.92311x;\Q14;\W0.9;\T0.75;d/4 o 10 cm \Q14;\W0.9;\T0.75;Traslape en el tercio medio de la viga d >2H db 12db db \Q14;\W0.9;\T0.75;Detalle de barras dobladas para desarrollar el gancho estandar ganchos en terminación de vigas. db \Q14;\W0.9;\T0.75;Estribos colocados perpendicularmente a la barra en desarrollo espaciadas a lo largo de la longitud de desarrollo \L ldb\H1.8x;\l Estribos en extremos 4db\H1.5x;\U+226565mm 4db 5db 6db \U+22643db \U+22642db ldh ldh \Q14;\W0.9;\T0.85;db = diámetro de la varilla d10 a 25 d 29 a 36 d 43 a 57 Detalle de traslape de hierros en el lecho superior de la viga L L/4>H/2 L/2 L/4>H/2 \Q14;\W0.9;\T0.75;espaciamiento de estribos en extremos \H1.0833x;\Q15;\W1;\T1;\U+2264\Fcdm_nc|c0;\H0.92311x;\Q14;\W0.9;\T0.75;d/4\fArial|b0|i0|c0|p34;;\Fcdm_nc|c0; 6 Db \fArial|b0|i0|c0|p34;ó\Fcdm_nc|c0; 10 cm \Q14;\W0.9;\T0.75;espac. de estribos en zona central \H1.0833x;\Q15;\W1;\T1;\U+2264\Fcdm_nc|c0;\H0.92311x;\Q14;\W0.9;\T0.75;d/2 d 12 a 20= 57 db d 22 a 32=71 db d 12 a 20=44 db d 22 a 32=54 db

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Tags	autocad, beams, béton armé, columns, concrete, DETAIL, details, DWG, formwork, FOUNDATION, plinths, reinforced, reinforced concrete, schalung, slab, stahlbeton, structural, structure, tier