6 Storey Building Architectural And Structural DWG Full Project for AutoCAD

6 Storey Building Architectural And Structural DWG Full Project for AutoCAD

This project is comprised of 6 floors with plants, both architectural and structural drawings with drawing a path of good quality

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

d.quijote, bedrooms, contains: architectural plants, draftsman: orlando guilcapi, revised: arq.geovanny paula, course: second, stamp box :, jtd, m-jet, machin., cistern, emapar, simple concrete, garden, hall, duct, laundry, room, office, project:, content:, revised:, draftsman,, signature :, scale :, date :, lamina :, location :, reception, parking, kitchen, dining room, bedroom child, master bedroom , service bedroom, agustin, land, davalos, autachi, princess toa, eplicachima, terrestrial terminal, av. the press, king cacha, hyacinth gonzales, av. daniel leon borja, huayna, construction area, king chacha, bleachers, positive reinforcement, negative reinforcement, simple concrete, relieving blocks, compacted reliening site material, beam, floor height, chain, types of irons, partial, total, chain xx, chain yy, abutments, type i column, covered columns, plinths and chain, columns, total weight, weight, summary of material, type, cant, dimensions, observations, length, weights, sense and – and, reinforcement, sense x – x, dimension, axes a, b, c and d, axes a and d, axes b and c, slab, bridges, column table, level, column type ii, column type iii, hoop, plinth box, beams a, b, c and d, beams a and d, beams b andc, beams, shoe, collar, interior, exterior, brick, – reinforcing steel :, reinforced concrete, nerves, hook, stone, bedroom

Raw text data extracted from CAD file:

D.Quijote RECAMARAS \A1;2.92 \A1;2.92 \A1;5.51 \A1;5.51 \A1;2.55 \A1;3.29 \A1;5.21 \A1;4.39 \A1;4.39 -858.6096212544192 -858.6096212544192 -858.6096212544192 -858.6096212544192 -858.6096212544192 -858.6096212544192 A B C D E F G -858.6096212544192 -858.6096212544192 -858.6096212544192 1 4 2 3 \A1;2.92 \A1;2.92 \A1;5.51 \A1;5.51 \A1;2.55 \A1;3.29 \A1;5.21 \A1;4.39 \A1;4.39 \A1;0.60 \A1;0.40 \A1;2.89 \A1;0.40 \A1;2.15 \A1;0.40 \A1;5.11 \A1;0.40 \A1;5.11 \A1;0.40 \A1;2.52 \A1;0.40 \A1;2.52 \A1;0.40 \A1;0.60 \A1;0.15 \A1;0.45 \A1;0.20 \A1;5.89 \A1;0.15 \A1;3.11 \A1;0.15 \A1;1.10 \A1;0.15 \A1;1.60 \A1;0.15 \A1;1.10 \A1;0.15 \A1;3.11 \A1;0.15 \A1;5.89 \A1;0.20 \A1;0.45 \A1;0.15 \A1;3.29 \A1;2.55 \A1;5.51 \A1;5.51 \A1;2.92 \A1;2.92 \A1;0.60 \A1;1.00 \A1;0.20 \A1;2.10 \A1;0.15 \A1;1.94 \A1;0.20 \A1;2.10 \A1;0.15 \A1;1.94 \A1;0.20 \A1;1.70 \A1;4.31 \A1;0.40 \A1;0.15 \A1;1.10 \A1;0.15 \A1;1.60 \A1;0.15 \A1;1.10 \A1;0.15 \A1;0.40 \A1;5.11 \A1;3.51 \A1;3.51 \A1;5.11 \T0.8; UNIVERSIDAD NACIONAL DE CHIMBORAZO CONTIENE: Plantas Arquitectonicas DIBUJANTE: Orlando Guilcapi REVISADO: ARQ.GEOVANNY PAULA FECHA: Enero / 2009 ESCALA: 1 : 100 LÁMINA: 2 / 3 CURSO: SEGUNDO PARALELO: "C" CUADRO DE SELLOS: CODIGO: 7429 ES A A L F A R O O E M 1.9 JTD M-Jet \A1;0.20 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;1.05 \A1;0.23 \A1;0.40 \A1;5.21 \A1;4.39 \A1;4.39 \A1;3.69 \A1;2.55 \A1;4.05 \A1;0.20 \A1;4.24 \A1;4.39 \A1;4.39 \A1;1.68 \A1;3.54 \A1;26.75 \A1;14.39 \A1;2.29 \A1;2.55 \A1;4.30 \A1;2.43 \A1;4.30 \A1;2.92 \A1;2.92 \A1;3.75 \A1;3.29 \A1;2.55 \A1;4.30 \A1;2.43 \A1;4.30 \A1;2.92 \A1;2.92 \A1;0.40 \A1;2.89 \A1;0.40 \A1;2.15 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.03 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.52 \A1;0.40 \A1;2.52 \A1;0.40 \A1;6.33 \A1;4.70 \A1;5.44 \A1;0.20 \A1;9.15 \A1;0.15 \A1;3.07 \A1;0.15 \A1;13.89 \A1;0.71 \A1;2.21 \A1;0.40 \A1;2.54 \A1;1.36 \A1;0.40 \A1;0.94 \A1;0.15 \A1;0.94 \A1;1.76 \A1;2.54 \A1;2.95 \A1;1.89 \A1;0.40 \A1;0.99 \A1;3.75 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\A1;4.39 \A1;5.21 \A1;14.39 \A1;0.60 \A1;0.40 \A1;2.89 \A1;0.40 \A1;2.15 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.03 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.52 \A1;0.40 \A1;2.52 \A1;0.40 \A1;0.60 \A1;3.89 \A1;2.95 \A1;6.33 \A1;4.70 \A1;5.44 \A1;1.00 \A1;24.30 \A1;0.40 \A1;3.99 \A1;0.40 \A1;3.99 \A1;0.40 \A1;3.84 \A1;0.40 \A1;0.57 \A1;0.40 \A1;0.60 \A1;4.79 \A1;4.39 \A1;4.24 \A1;1.57 \A1;24.30 \A1;14.99 \A1;0.40 \A1;3.99 \A1;0.40 \A1;3.99 \A1;0.40 \A1;4.81 \A1;0.40 \A1;0.60 \A1;4.79 \A1;4.39 \A1;5.81 \A1;14.99 \A1;R3.54 \A1;0.20 \A1;2.50 \A1;0.20 \A1;1.70 \A1;0.70 \A1;0.30 \A1;1.70 \A1;0.70 \A1;0.10 \A1;1.90 \A1;0.70 \A1;0.30 \A1;1.70 \A1;0.70 \A1;0.30 \A1;1.41 \A1;1.19 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;1.05 \A1;0.20 \A1;13.70 MAQUIN. CISTERNA EMAPAR B PVC.VENT.50mm \A1;26.75 \A1;23.10 \A1;3.45 \A1;0.20 \A1;0.40 \A1;3.99 \A1;0.40 \A1;3.99 \A1;0.40 \A1;4.81 \A1;0.40 1 1 d12mm Mc100 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 HORMIGON SIMPLE 4 d12mm Mc 200 1 EST. d 8 @ .20 Mc -889.8252933417953 -889.8252933417953 -889.8252933417953 -889.8252933417953 f'c = 210 kg/cm2 -889.8252933417953 -889.8252933417953 -889.8252933417953 -889.8252933417953 4 d12mm Mc 1 EST. d 8 @ .20 Mc HORMIGON SIMPLE f'c = 210 kg/cm2 \A1;0.15 \A1;0.05 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.10 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.94 \A1;4.39 \A1;4.39 \A1;1.10 \A1;1.50 \A1;1.10 \A1;1.50 \A1;1.50 \A1;1.10 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.10 \A1;1.50 \A1;1.10 \A1;1.10 \A1;2.92 \A1;2.92 \A1;4.30 \A1;2.43 \A1;4.30 \A1;2.55 \A1;2.29 \A1;1.10 \A1;1.50 \A1;1.10 \A1;1.19 \A1;0.30 \A1;0.06 \A1;0.25 \A1;0.40 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;0.63 \A1;1.25 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.63 \A1;0.71 \A1;1.25 \A1;0.63 \A1;0.63 \A1;1.25 \A1;0.63 \A1;0.79 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.03 \A1;0.15 \A1;0.03 \A1;0.40 \A1;1.10 0,30 0,06 0,25 0,40 0,20 0,79 1,80 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.50 \A1;1.50 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.15 \A1;0.05 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.94 \A1;4.39 \A1;4.39 \A1;1.94 \A1;4.39 \A1;4.39 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.03 \A1;0.15 \A1;0.03 \A1;2.92 \A1;4.30 \A1;2.43 \A1;4.30 \A1;2.55 \A1;3.29 \A1;1.50 \A1;1.50 \A1;0.03 \A1;0.35 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.03 \A1;0.30 \A1;0.30 \A1;0.35 \A1;2.45 \A1;3.28 \A1;2.92 \A1;0.15 \A1;0.97 \A1;0.97 \A1;0.99 \A1;2.30 \A1;2.30 \A1;0.20 \A1;1.23 \A1;1.64 \A1;0.15 \A1;0.10 \A1;0.20 \A1;0.15 \A1;1.50 \A1;1.50 \A1;2.30 5 5 1 \U+2205 12mm Mc 429 1 \U+2205 12mm Mc 429 3 6 1 \U+2205 12mm Mc 430 1 \U+2205 12mm Mc 431 3 3 1 \U+2205 12mm Mc 432 1 \U+2205 12mm Mc 433 F G 4 5 1.224999999999 1.637499999999648 \A1;0.97 \A1;0.40 \A1;0.40 0,06 0,25 0,40 0,20 0,79 \A1;0.40 \A1;1.50 \A1;0.40 \A1;1.50 \A1;1.50 \A1;1.50 0,30 1,80 0,30 1,80 0,06 0,25 0,40 0,20 0,79 \A1;0.40 \A1;1.50 \A1;0.40 \A1;1.50 \A1;0.40 \A1;0.03 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.03 \A1;0.10 \A1;0.06 \A1;0.15 \A1;0.40 \A1;3.99 \A1;0.40 \A1;3.99 \A1;0.40 \A1;4.81 \A1;0.40 \A1;0.60 \A1;4.30 \A1;2.43 \A1;4.30 \A1;2.55 \A1;3.29 \A1;0.60 \A1;2.92 \A1;0.40 \A1;2.52 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.03 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.15 \A1;0.40 \A1;2.89 \A1;0.40 \A1;0.60 \A1;1.25 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;0.84 \A1;1.20 \A1;0.84 \A1;1.20 \A1;16.30 \A1;14.75 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.70 \A1;2.80 \A1;2.70 \A1;2.70 \A1;2.50 \A1;2.90 \A1;2.70 \A1;14.39 \A1;2.92 \A1;2.05 JARDÍN BAÑO 4 BAÑO 2 HALL LOCAL COMERCIAL5 LOCAL COMERCIAL 2 OFICINA Y SALA DE REUNIONES 102 DUCTO N+0.20 HALL HALL N+0.20 N+2.90 DUCTO DUCTO DUCTO LAVANDERIA SALA OFICINA SALA SALA \C3;SALA\H1.1111x; N+13.70 N+13.70 N+1.63 N+5.60 LAVANDERIA N+5.60 LAVANDERIA N+8.30 LAVANDERIA N+8.30 LAVANDERIA N+11.00 LAVANDERIA N+11.00 LOCAL COMERCIAL 6 LOCAL COMERCIAL 7 OFICINA Y SALA DE REUNIONES 107 5 5 5 5 5 5 5 5 5 5 5 5 N+0.20 N+0.20 N+1.63 HALL N+2.90 N+/- 0.00 N+4.33 N+7.03 N+9.73 N+12.43 N+5.60 N+5.60 N+8.30 N+8.30 N+11.00 N+11.00 N+13.70 N+13.70 \T1.2;CORTE A - A´ \T1.1;ESCALA:\L \l1:75 \T1.2;CORTE B - B´ 5 5 \T0.95;PLANTA ARQUITECTONICA N+ 0.20 \T1.2;LOCAL 1 Area: 46.60 BAÑO 1 Área: 2.09 \T1.2;LOCAL 2 Área: 41.33 HALL Área: 9.11 GRADAS Área: 6.48 \T1.2;LOCAL 3 Área: 28.18 BAÑO 3 Área: 2.66 \T1.2;LOCAL 4 Área: 44.35 \T1.2;LOCAL 5 Área: 52.86 BAÑO 5 Área: 2.67 \T1.2;BODEGA Área: 44.8 \T1.2;OFICINA 1 BAÑO 1 \T1.2;REUNIONES 1 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W2.43927; PLANTA ARQUITECT\C5;ÓNICA \W2.86323; ALMACENES Y OFICINAS \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: \C5;28-07-2009 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO LOCAL COMERCIAL 204 BAÑO 6 S LOCAL COMERCIAL 201 N+ 0.20 LOCAL COMERCIAL 202 LOCAL COMERCIAL 203 BAÑO 1 BAÑO 2 BAÑO 3 \T1.2;PLANTA ARQUITECTONICA N+ 0.20 BAÑO 5 LOCAL COMERCIAL 205 HALL A A´ B B` BAÑO 4 N+ 0.20 N+ 0.20 N+ 0.20 N+ 0.20 N+ 0.20 \c1195001;2 \c1195001;3 \c1195001;4 \c1195001;5 \c1195001;6 \c1195001;7 \c1195001;8 \c1195001;15 \c1195001;14 \c1195001;13 \c1195001;12 \c1195001;11 \c1195001;10 \c1195001;9 DUCTO \c1195001;1 A B C D E F G H 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 1 4 2 3 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 N+/- 0.20 N+ 0.20 A` N+ 0.20 N+/- 0.20 N+/- 0.20 RECEPCIÓN 5 5 5 5 5 5 5 5 1 4 2 3 3` 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H 5 5 5 5 5 5 5 A´ 5 G` 5 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO BAÑO 4 OFICINA 101 OFICINA Y SALA DE REUNIONES 102 N+ 2.90 OFICINA 104 OFICINA 110 OFICINA Y SALA DE REUNIONES 109 OFICINA 106 OFICINA 107 HALL OFICINA 105 \T1.2;PLANTA ARQUITECTÓNICA N+2.90 S B N+ 2.90 DUCTO BAÑO 10 N+ 2.90 N+ 2.90 N+ 2.90 N+ 2.90 5 5 A B C D E F G H 5 5 5 5 5 \c1195001;17 \c1195001;18 \c1195001;19 \c1195001;20 \c1195001;21 \c1195001;7 \c1195001;8 \c1195001;15 \c1195001;14 \c1195001;13 \c1195001;12 \c1195001;11 \c1195001;10 \c1195001;9 \c1195001;16 OFICINA 103 OFICINA 108 BAÑO 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A´ B B` 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 1 5 2 3 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 1 4 2 3 5 5 5 5 5 5 5 BAÑO 2 BAÑO 3 BAÑO 4 BAÑO 5 BAÑO 6 BAÑO 7 BAÑO 8 BAÑO 9 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W2.43927; PLANTA ARQUITECT\C5;ÓNICA \W0.64894; DEPARTAMENTOS Y CUBIERTA \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: \C5;1\L\C5; \C5;100\L \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO DUCTO HALL HALL \T1.2;PLANTA ARQUITECTONICA N+2.70 COCINA COCINA LAVANDERIA LAVANDERIA SALA SALA COMEDOR S B COMEDOR DORMITORIO HIJO DORMITORIO MASTER DORMITORIO MASTER N+5.60 N+ 5.60 N+ 5.60 N+ 5.60 N+5.60 N+5.60 DORMITORIO DE SERVICIO DORMITORIO DE SERVICIO \c1195001;32 \c1195001;33 \c1195001;34 \c1195001;35 \c1195001;36 \c1195001;22 \c1195001;23 \c1195001;30 \c1195001;29 \c1195001;28 \c1195001;27 \c1195001;26 \c1195001;25 \c1195001;24 \c1195001;31 5 5 A B C D E F G H 5 5 5 5 5 A A´ B B` \T1.2;PLANTA DE CUBIERTA N+ 13.70 B N+13.70 N+13.70 N+13.70 \c1195001;62 \c1195001;63 \c1195001;64 \c1195001;65 \c1195001;66 \c1195001;67 \c1195001;68 \c1195001;75 \c1195001;74 \c1195001;73 \c1195001;72 \c1195001;61 5 5 A B C D E F G H 5 5 5 5 5 A A´ B B` \c1195001;70 \c1195001;69 \c1195001;71 A B C D E F G H 5 5 5 5 5 5 5 G` 5 A B C D E F G H 5 5 5 5 5 5 5 G` 5 A B C D E F G H 5 5 5 5 5 5 5 G` 5 5 5 5 1 5 2 3 5 5 5 5 1 4 2 3 5 5 5 1 5 2 3 5 5 5 5 1 4 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOCAL COMERCIAL 204 LOCAL COMERCIAL 205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALA SALA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALL HALL HALL 5 5 5 5 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W6.55832; IMPLANTACI\C5;ÓN \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: 1 / 5 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO AGUSTIN TERRENO DAVALOS AUTACHI PRINCESA TOA EPLICACHIMA TERMINAL TERRESTRE AV. LA PRENSA REY CACHA JACINTO GONZALES AV. DANIEL LEON BORJA HUAYNA 5 ÁREA DE CONSTRUCCIÓN JACINTO GONZALES REY CHACHA BAÑO2 Área: 2.48 BAÑO 4 Área: 2.70 \T0.95;DUCTO 1 AREA: 0.80 \T0.95;DUCTO 2 AREA: 4.97 \T1.2;ESTACIONAMIENTO \T1.2;OFICINA 3 \T1.2;OFICINA 4 BAÑO 3 BAÑO 4 GRADAS HALL HALL HALL BODEGA 1 BODEGA 2 \T1.2;IMPLANTACIÓN N+0.00 \T1.1;ESCALA:\L \l1:50 \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \T1.05;CUADRO DE AREA COS 379.27 M2 CUS 327.18 M2 5 \T1.1;ESCALA:\L \l1:100 \T1.1;ESCALA:\L \l1:100 \T1.1;ESCALA:\L \l1:100 \T1.1;ESCALA:\L \l1:100 \T1.1;ESCALA:\L \l1:75 MAQUIN. N 3` 3` 3` 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO HIJO 5 5 5 5 ARMADURA POSITIVA ARMADURA NEGATIVA Hormigon Simple f'c 210 Kg/cm2 ALIVIANIAMIENTO BLOQUES 0.40*0.20*0.15 5 5 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W0.26799; PLANO ESTRUCTURAL PLINTOS \W0.26799; COLUMNA Y CADENA \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: 1/3 \C5;1\L\C5; 5050 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA 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 II 5 5 II II II II II II I II II II II II II II I II I I I I I I I I I I I I I I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H 5 5 5 1 5 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A´ A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REPLANTILLO HORMIGON SIMPLE : f'c 140 Kg/cm2 MEJORAMIENTO DE SUELO HORMIGON CICLOPIO : f'c 140 Kg/cm2 ZAPATA HORMIGON SIMPLE : f'c 210 Kg/cm2 RELIENO COMPACTADO MATERIAL DE SITIO CIMIENTO HORMIGON SIMPLE : f'c 180 Kg/cm2 CADENA HORMIGON SIMPLE : f'c 210 Kg/cm2 N+ 0.20 N+ 2.90 N+ 5.60 N+ 8.30 N+ 11.00 N+ 13.70 VIGA ALTURA DE ENTRE PISO \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 5 5 5 5 5 5 5 5 5 5 5 5 5 ALTURA DE ENTRE PISO ALTURA DE ENTRE PISO ALTURA DE ENTRE PISO ALTURA DE ENTRE PISO \A1;Estr. \A0;\U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 200 :PLINTO CADENA CADENA 5 \A1;Estr. 1/2 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.20 Mc 202 VIGA VIGA VIGA VIGA 5 5 5 5 5 5 5 5 5 5 5 CADENA CADENA \A1;\C3;Estr. \A0;\U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 : PLINTO\H0.6x; N+ 0.20 5 5 5 5 5 ZAPATA HORMIGON SIMPLE : f'c 210 Kg/cm2 REPLANTILLO HORMIGON SIMPLE : f'c 140 Kg/cm2 MEJORAMIENTO DE SUELO HORMIGON CICLOPIO : f'c 140 Kg/cm2 RELIENO COMPACTADO MATERIAL DE SITIO CIMIENTO HORMIGON SIMPLE : f'c 210 Kg/cm2 CADENA HORMIGON SIMPLE : f'c 210 Kg/cm2 5 5 \A1;Estr. \A0;\U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 : PLINTO N+ 0.20 CADENA TIPOS DE HIERROS 12 12 \U+2205 14mm @ 12cm Mc104 \U+2205 14mm @ 12cm Mc104 A A´ 5 12 5 12 5 \U+2205 14mm @ 12cm Mc104 \U+2205 14mm @ 12cm Mc104 A A´ 5 5 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W1.27550; PLANO ESTRUCTURAL DETALLES \W1.27550; DE LOSA Y VIGA \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: 2/3 \C5;1\L\C5; 5050 \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/2 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.20 Mc 202 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/2 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.20 Mc 202 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/2 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.20 Mc 202 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \A1;Estr. 1/2 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.20 Mc 202 \A1;Estr. 1/4 L\A0; \U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 Mc 201 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO 32 3 20 4 3 3 1 \U+2205 12mm Mc 401 23 1 \U+2205 12mm Mc 402 23 1 \U+2205 12mm Mc 403 23 19 1 \U+2205 12mm Mc 404 19 16 17 25 4 4 7 3 ALIVIANIAMIENTO BLOQUES Hormigon Simple f'c 210 Kg/cm2 5 5 5 5 5 0.40*0.20*0.15 5 5 1 \U+2205 12mm Mc 407 1 \U+2205 12mm Mc 407 1 \U+2205 12mm Mc 407 1 \U+2205 12mm Mc 408 1 \U+2205 12mm Mc 405 1 \U+2205 12mm Mc 406 1 \U+2205 12mm Mc 406 1 \U+2205 12mm Mc 409 1 \U+2205 12mm Mc 410 1 \U+2205 12mm Mc 413 1 \U+2205 12mm Mc 412 1 \U+2205 12mm Mc 411 1 \U+2205 12mm Mc 414 5 5 5 5 \L\C1;DETALLE DE LOSA ESCALA \L \l 1:10 4 A B C D E F G H 5 5 5 1 5 2 3 4 \L\C1;DETALLE DE LOSA Y VIGA ESCALA \L \l 1:10 I 5 5 5 A A B B PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: 3/3 \C5;1\L\C5; 5050 \C5;16-07-2009 \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA \A1;2 \A0;\U+2205\A1; 12mm Mc 332 \A1;2 \A0;\U+2205\A1; 12mm Mc 322 \A1;2 \A0;\U+2205\A1; 12mm Mc 323 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;2 \A0;\U+2205\A1; 12mm Mc 333 \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;2 \A0;\U+2205\A1; 12mm Mc 300 \A1;2 \A0;\U+2205\A1; 12mm Mc 321 \A1;1 \A0;\U+2205\A1; 14mm Mc 327 \A1;1 \A0;\U+2205\A1; 14mm Mc 334 \A1;1 \A0;\U+2205\A1; 14mm Mc 330 \A1;2 \A0;\U+2205\A1; 14mm Mc 331 \A1;2 \A0;\U+2205\A1; 14mm Mc 312 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;2 \A0;\U+2205\A1; 14mm Mc 300 \A1;2 \A0;\U+2205\A1; 14mm Mc 300 \A1;2 \A0;\U+2205\A1; 14mm Mc 302 \A1;2 \A0;\U+2205\A1; 14mm Mc 303 \A1;2 \A0;\U+2205\A1; 14mm Mc 304 \A1;2 \A0;\U+2205\A1; 14mm Mc 305 \A1;2 \A0;\U+2205\A1; 14mm Mc 305 \A1;2 \A0;\U+2205\A1; 14mm Mc 306 \A1;2 \A0;\U+2205\A1; 14mm Mc 303 \A1;2 \A0;\U+2205\A1; 14mm Mc 302 \A1;2 \A0;\U+2205\A1; 16mm Mc 307 \A1;2 \A0;\U+2205\A1; 16mm Mc 308 \A1;2 \A0;\U+2205\A1; 16mm Mc 308 \A1;2 \A0;\U+2205\A1; 16mm Mc 309 \A1;2 \A0;\U+2205\A1; 16mm Mc 310 \A1;2 \A0;\U+2205\A1; 16mm Mc 311 \A1;2 \A0;\U+2205\A1; 16mm Mc 307 \A1;2 \A0;\U+2205\A1; 16mm Mc 312 \A1;2 \A0;\U+2205\A1; 16mm Mc 312 A A B B 5 5 5 5 5 5 \A1;2 \A0;\U+2205\A1; 12mm Mc 305 \A1;2 \A0;\U+2205\A1; 12mm Mc 306 \A1;2 \A0;\U+2205\A1; 14mm Mc 307 \A1;1 \A0;\U+2205\A1; 14mm Mc 308 \L\C1;DETALLE DE VIGA 1-2 ESCALA \L \l x= 1:100 y= 1:20 5 \L\C1;DETALLE DE VIGA A-B-C-D-E ESCALA \L \l x= 1:100 y= 1:20 \A1;2 \A0;\U+2205\A1; 12mm Mc 306 \A1;2 \A0;\U+2205\A1; 14mm Mc 307 \A1;1 \A0;\U+2205\A1; 14mm Mc 308 \L\C1;CORTE VIGA A - A' ESCALA \L \l 1:10 \L\C1;CORTE VIGA B - B' ESCALA \L \l 1:10 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;2 \A0;\U+2205\A1; 14mm Mc 314 \A1;2 \A0;\U+2205\A1; 14mm Mc 302 \A1;2 \A0;\U+2205\A1; 14mm Mc 303 \A1;2 \A0;\U+2205\A1; 14mm Mc 304 \A1;2 \A0;\U+2205\A1; 14mm Mc 315 \A1;2 \A0;\U+2205\A1; 16mm Mc 307 \A1;2 \A0;\U+2205\A1; 16mm Mc 316 \A1;2 \A0;\U+2205\A1; 16mm Mc 310 \A1;2 \A0;\U+2205\A1; 16mm Mc 317 A A B B 5 5 5 5 5 5 5 5 II II 5 5 5 5 5 5 \LCIMIENTO CADENA ESCALA \L \l 1:10 a parcial total Kg./m total 100 16 I 144 2.80 2.80 403.20 1.58 636.25 PLINTO 1 101 16 I 136 1.50 1.50 204.00 1.58 321.91 PLINTO 2 102 16 I 88 2.40 2.40 211.20 1.58 333.27 PLINTO 2 103 16 I 56 1.40 1.40 78.40 1.58 123.72 PLINTO 3 104 16 I 40 2.00 2.00 80.00 1.58 126.24 PLINTO 4 105 14 I 16 12.00 12.00 192.00 1.21 231.94 CADENA X-X 106 14 C 8 9.95 0.15 10.25 82.00 1.21 99.06 CADENA Y-Y 107 14 C 8 4.25 0.15 4.55 36.40 1.21 43.97 CADENA Y-Y 108 14 I 8 10.00 10.00 80.00 1.21 96.64 CADENA Y-Y 109 14 I 8 6.90 6.90 55.20 1.21 66.68 CADENA Y-Y 110 8 O 597 0.25 0.15 0.08 0.96 573.12 0.4 226.38 ESTRIBOS 200 18 L 32 5.60 0.20 5.80 185.60 2 370.83 COLUMNA TIPO I 201 16 L 48 5.60 0.20 5.80 278.40 1.58 439.32 COLUMNA TIPO 2 202 14 L 32 5.60 0.20 5.80 185.60 1.21 224.20 COLUMNA TIPO 3 203 14 L 16 5.60 0.20 5.80 92.80 1.21 112.10 COLUMNA TIPO 4 204 16 I 80 3.50 3.50 280.00 1.58 441.84 COLUMNA 1 Y 2 205 14 I 168 3.50 3.50 588.00 1.21 710.30 COLUMNA 1,2,3 Y 4 206 12 I 136 3.50 3.50 476.00 0.89 422.69 COLUMNA 1,2,3 Y 4 207 12 L 32 2.70 0.10 2.80 89.60 0.89 79.56 COLUMNAS TAPAGRADA 208 10 O 144 0.35 0.35 0.08 1.56 224.64 0.62 138.60 ESTRIBOS 209 10 O 360 0.30 0.30 0.08 1.36 489.60 0.62 302.08 ESTRIBOS 210 10 O 756 0.25 0.25 0.08 1.16 876.96 0.62 541.08 ESTRIBOS 211 8 O 72 0.20 0.20 0.08 0.96 69.12 0.4 27.30 ESTRIBOS 212 10 Q 72 0.95 0.08 1.11 79.92 0.62 49.31 ESTRIBOS 213 10 Q 108 0.80 0.08 0.96 103.68 0.62 63.97 ESTRIBOS PLINTOS Y CADENA COLUMNAS b c d g DIAMETRO (mm)) 8 10 12 14 16 18 PESO TOTAL PESO 326.24 2,917.32 4,576.84 2,571.95 4,300.37 488.31 15,181.03 RESUMEN DE MATERIAL fy =4200 kg/cm2 MC Æ TIPO CANT DIMENSIONES OBSERVACIONES LONGITUD PESOS SENTIDO Y - Y REFUERZO H (m) 1.80 1.50 REFUERZO SENTIDO X - X 12d 14mm @ 0.12 Mc100 17 Nº TIPO 17 1.50 DIMENSION X(m) Y(m) MC Æ TIPO CANT OBSERVACIONES a parcial total Kg./m total 401 23 1.53 0.30 42.09 1.58 454.46 EJES 1, 2, 3 Y 5 402 1.70 2.00 46.00 1.21 231.94 EJES 1, 2, 3 Y 5 403 C 2.40 3.90 89.70 1.58 47.34 EJES 1, 2, 3 Y 5 404 C 2.24 2.54 96.52 1.21 15.58 405 C 16 2.28 2.58 41.28 1.21 17.40 EJES 1, 2, 3, 4 Y 5 406 C 17 1.94 2.24 38.08 1.58 45.45 EJES 2 Y 3 408 12 C 15 1.63 1.93 28.95 0.89 23.44 EJES 1 Y 4 409 C 7 1.90 2.20 26.40 1.58 41.66 EJES 2 Y 3 C 4 1.10 1.40 5.60 1.58 8.84 EJES 1 410 C 16 1.00 1.30 20.80 1.58 32.82 EJES 2, 3 Y 4 411 24 4.40 4.60 110.40 1.58 174.21 EJES A, B, C Y D 412 24 9.30 9.50 228.00 1.58 359.78 EJES A, B, C Y D 413 16 7.00 7.15 114.40 1.21 138.20 EJES A Y D 414 16 7.10 7.25 116.00 1.58 183.05 EJES B Y C 415 C 8 1.15 1.45 11.60 1.21 14.01 EJES A Y D 416 C 8 1.15 1.45 11.60 1.58 18.30 EJES B Y C 417 8 2.10 0.15 2.40 19.20 1.58 30.30 EJES A Y D 418 12 2.10 0.15 2.40 28.80 2 57.54 EJES B Y C 419 8 2.20 0.15 2.50 20.00 1.58 31.56 EJES A Y D 420 12 2.20 0.15 2.50 30.00 2 59.94 EJES B Y C 421 16 1.10 0.15 1.40 22.40 1.21 27.06 EJES A, B, C Y D 422 1172 0.25 1.26 1,476.72 0.62 911.14 ESTRIBOS 424 8 12.00 12.00 96.00 1.21 115.97 EJES 1 Y 4 425 12 12.00 12.00 144.00 0.89 127.87 EJES 2 Y 3 426 12 8 12.00 12.00 96.00 0.89 85.25 EJES 1Y 4 427 8 12.00 12.00 96.00 1.21 115.97 EJES 2 Y 3 428 16 1.20 0.15 1.50 24.00 1.21 28.99 EJES 1, 2, 3 Y 4 429 4 1.85 0.15 2.15 8.60 1.21 10.39 EJES 1 LONGITUD PESOS DIMENSIONES LOSA b c d c * d PUENTES 1 2 3 12 5 12 5 \U+2205 14mm @ 12cm Mc100 \U+2205 14mm @ 12cm Mc100 C C´ 1.50 1.50 1.80 CUADRO DE COLUMNAS COLUMNA TIPO I NIVEL TIPO COLUMNA TIPO II G`4` F4-G4 COLUMNA TIPO III 5 5 5 5 5 8 \U+2205 14mm Mc 202 o 203 \A1;Estr. 1 \A0;\U+2205 \A1;8mm @ 0.10 \H1x;1/4\H1x; L Mc 101 \A1;Estr. 1 \A0;\U+2205 \A1;8mm @ 0.20 1/2 L Mc 101 5 5 8 \U+2205 14mm Mc 202 5 5 ZUNCHO 5 5 5 8 \U+2205 14mm Mc 202 o 203 \A1;Estr. 1 \A0;\U+2205 \A1;8mm @ 0.10 \H1x;1/4\H1x; L Mc 101 \A1;Estr. 1 \A0;\U+2205 \A1;8mm @ 0.20 1/2 L Mc 101 5 5 1 \U+2205 12mm Mc 426 1 \U+2205 12mm Mc 426 3 6 1 \U+2205 12mm Mc 427 1 \U+2205 12mm Mc 428 3 1 \U+2205 12mm Mc 429 1 \U+2205 12mm Mc 430 F G 4 5 5 5 5 5 G´ 4´ G´ 4´ 5 5 5 5 5 N+ 0.20 N+ 2.90 N+ 5.60 N+ 8.30 N+ 11.00 N+ 13.70 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;2 \A0;\U+2205\A1; 14mm Mc 300 \A1;2 \A0;\U+2205\A1; 14mm Mc 300 \A1;2 \A0;\U+2205\A1; 14mm Mc 302 \A1;2 \A0;\U+2205\A1; 14mm Mc 303 \A1;2 \A0;\U+2205\A1; 14mm Mc 304 \A1;2 \A0;\U+2205\A1; 14mm Mc 305 \A1;2 \A0;\U+2205\A1; 14mm Mc 305 \A1;2 \A0;\U+2205\A1; 14mm Mc 306 \A1;2 \A0;\U+2205\A1; 14mm Mc 318 \A1;2 \A0;\U+2205\A1; 14mm Mc 319 \A1;2 \A0;\U+2205\A1; 16mm Mc 307 \A1;2 \A0;\U+2205\A1; 16mm Mc 308 \A1;2 \A0;\U+2205\A1; 16mm Mc 308 \A1;2 \A0;\U+2205\A1; 16mm Mc 320 \A1;2 \A0;\U+2205\A1; 16mm Mc 310 \A1;2 \A0;\U+2205\A1; 16mm Mc 311 \A1;2 \A0;\U+2205\A1; 16mm Mc 307 \A1;2 \A0;\U+2205\A1; 16mm Mc 312 \A1;2 \A0;\U+2205\A1; 16mm Mc 312 A A B B 5 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L ALIVIANIAMIENTO BLOQUES 0.40*0.20*0.10 5 5 Hormigon Simple f'c 210 Kg/cm2 A A B B \A1;2 \A0;\U+2205\A1; 12mm Mc 324 \A1;2 \A0;\U+2205\A1; 12mm Mc 322 \A1;2 \A0;\U+2205\A1; 12mm Mc 323 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;2 \A0;\U+2205\A1; 12mm Mc 326 \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;2 \A0;\U+2205\A1; 12mm Mc 300 \A1;2 \A0;\U+2205\A1; 12mm Mc 321 \A1;1 \A0;\U+2205\A1; 14mm Mc 327 \A1;1 \A0;\U+2205\A1; 14mm Mc 328 \A1;1 \A0;\U+2205\A1; 14mm Mc 330 \A1;2 \A0;\U+2205\A1; 14mm Mc 331 \A1;2 \A0;\U+2205\A1; 14mm Mc 312 \L\C1;DETALLE DE VIGA F-G ESCALA \L \l x= 1:100 y= 1:20 5 5 \A1;2 \A0;\U+2205\A1; 14mm Mc 329 12d 14mm @ 0.12 Mc100 12d 14mm @ 0.12 Mc100 12d 14mm @ 0.12 Mc100 5 5 CUADRO DE PLINTO 4 5 \T0.85;\C3;A2-B2-C2-D2-E2-F2-G2-H2\H1.6x;\T0.75;\C256; \T0.85;\C3;A1-B1-C1-D1-E1-F1-G1-H1\H1.6x;\T0.75;\C256; \T0.85;\C3;A3-B3-C3-D3-E3-F3-G3-H3\H1.6x;\T0.75;\C256; \T0.85;\C3;A5-B5-C5-D5-E5-F5-G5-H5\H1.6x;\T0.75;\C256; CADENA HORMIGON SIMPLE : f'c 210 Kg/cm2 CADENA HORMIGON SIMPLE : f'c 210 Kg/cm2 CIMIENTO HORMIGON SIMPLE : f'c 180 Kg/cm2 CIMIENTO HORMIGON SIMPLE : f'c 180 Kg/cm2 Estr. 1 \U+2205 8mm @ 0.20 Estr. 1 \U+2205 8mm @ 0.20 \L\C1;DETALLE DE CUBIERTA ESCALA \L \l 1:10 \L\C1;LOSA DE CUBIERTA N+ 16.85 ESCALA \L \l 1:50 \L\C1;PLANTA DE CIMENTACIÓN ESCALA \L \l 1:100 VIGA 1 - 0.20 X 0.40 VIGA 1 - 0.20 X 0.40 VIGA 1 - 0.20 X 0.40 VIGA 1 - 0.20 X 0.40 VIGA 2 - 0.20 X 0.40 VIGA 2 - 0.20 X 0.40 VIGA 2 - 0.20 X 0.40 VIGA 2 - 0.20 X 0.40 VIGA 3 - 0.20 X 0.40 VIGA 3 - 0.20 X 0.40 CADENA 0.20 X 0.20 VIGA A - 0.20 X 0.40 VIGA A - 0.20 X 0.40 VIGA 3 - 0.20 X 0.40 VIGA 5 - 0.20 X 0.40 VIGA 5 - 0.20 X 0.40 VIGA 3 - 0.20 X 0.40 VIGA 5 - 0.20 X 0.40 CADENA 0.20 X 0.20 VIGA B - 0.20 X 0.40 VIGA B - 0.20 X 0.40 VIGA C - 0.20 X 0.40 VIGA C - 0.20 X 0.40 VIGA D - 0.20 X 0.40 VIGA D - 0.20 X 0.40 CADENA 0.20 X 0.20 \C4;CIMIENTO 0.40 X 0.40\H1.2x; VIGA E - 0.20 X 0.40 VIGA E - 0.20 X 0.40 VIGA F - 0.20 X 0.40 VIGA F - 0.20 X 0.40 VIGA G - 0.20 X 0.40 VIGA G - 0.20 X 0.40 VIGA H - 0.20 X 0.40 VIGA H - 0.20 X 0.40 \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; \L\C1;DETALLE DE VIGA 3 ESCALA \L \l x= 1:100 y= 1:20 \L\C1;DETALLE DE VIGA 5 ESCALA \L \l x= 1:100 y= 1:20 A A B B \A1;2 \A0;\U+2205\A1; 12mm Mc 335 \A1;2 \A0;\U+2205\A1; 12mm Mc 322 \A1;2 \A0;\U+2205\A1; 12mm Mc 323 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/4;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;2 \A0;\U+2205\A1; 12mm Mc 301 \A1;1 \A0;\U+2205\A1; 14mm Mc 327 \A1;1 \A0;\U+2205\A1; 14mm Mc 330 \A1;2 \A0;\U+2205\A1; 14mm Mc 312 \L\C1;DETALLE DE VIGA H ESCALA \L \l x= 1:100 y= 1:20 VIGA 5 - 0.20 X 0.40 VIGA H - 0.20 X 0.40 \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/3;\H1.4286x; L \A1;\C3;\S1/2;\H1.4286x; \H1x;L \A1;\C3;\S1/4;\H1.4286x; L \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.10 Mc 307 \A1;Estr. 1 \A0;\U+2205\A1; 8mm @ 0.20 Mc 308 \A1;2 \A0;\U+2205\A1; 12mm Mc 300 5 4´ 5 A B C D E F G H G´ \A1;1 \A0;\U+2205\A1; 14mm Mc 337 \A1;2 \A0;\U+2205\A1; 14mm Mc 338 MC Æ TIPO CANT OBSERVACIONES a parcial total Kg./m total 300 16 24 12.00 12.00 288.00 1.58 454.46 VIGAS 1, 2, 3 Y 4 301 14 16 12.00 12.00 192.00 1.21 231.94 VIGAS 1, 2, 3 Y 4 302 16 C 20 1.20 0.15 1.50 30.00 1.58 47.34 VIGAS 1, 2, 3 Y 4 303 14 C 6 1.85 0.15 2.15 12.90 1.21 15.58 VIGA 1 304 14 C 6 2.10 0.15 2.40 14.40 1.21 17.40 VIGA 4 305 16 C 12 2.10 0.15 2.40 28.80 1.58 45.45 VIGAS 2 Y 3 306 12 C 12 1.90 0.15 2.20 26.40 0.89 23.44 VIGAS 1 Y 4 307 16 I 12 1.90 0.15 2.20 26.40 1.58 41.66 VIGAS 2 Y 3 308 16 4 1.10 0.15 1.40 5.60 1.58 8.84 VIGA 1 309 16 16 1.00 0.15 1.30 20.80 1.58 32.82 VIGAS 2, 3 Y 4 310 16 24 4.40 0.10 4.60 110.40 1.58 174.21 VIGAS A, B, C Y D 311 16 24 9.30 0.10 9.50 228.00 1.58 359.78 VIGAS A, B, C Y D 312 14 16 7.00 0.15 7.15 114.40 1.21 138.20 VIGAS A Y D 313 16 16 7.10 0.15 7.25 116.00 1.58 183.05 VIGAS B Y C 314 14 C 8 1.15 0.15 1.45 11.60 1.21 14.01 VIGAS A Y D 315 16 C 8 1.15 0.15 1.45 11.60 1.58 18.30 VIGAS B Y C 316 16 C 8 2.10 0.15 2.40 19.20 1.58 30.30 VIGAS A Y D 317 18 C 12 2.10 0.15 2.40 28.80 2 57.54 VIGAS B Y C 318 16 C 8 2.20 0.15 2.50 20.00 1.58 31.56 VIGAS A Y D 319 18 C 12 2.20 0.15 2.50 30.00 2 59.94 VIGAS B Y C 320 14 C 16 1.10 0.15 1.40 22.40 1.21 27.06 VIGAS A, B, C Y D 321 10 O 1172 0.25 0.30 0.08 1.26 1,476.72 0.62 911.14 ESTRIBOS 322 14 I 8 12.00 12.00 96.00 1.21 115.97 VIGAS 1 Y 4 323 12 I 12 12.00 12.00 144.00 0.89 127.87 VIGAS 2 Y 3 324 12 I 8 12.00 12.00 96.00 0.89 85.25 VIGAS 1Y 4 325 14 I 8 12.00 12.00 96.00 1.21 115.97 VIGAS 2 Y 3 326 14 C 16 1.20 0.15 1.50 24.00 1.21 28.99 VIGAS 1, 2, 3 Y 4 327 14 C 4 1.85 0.15 2.15 8.60 1.21 10.39 VIGAS 1 328 14 C 4 2.10 0.15 2.40 9.60 1.21 11.60 VIGA 4 329 12 C 12 2.10 0.15 2.40 28.80 0.89 25.57 VIGAS 2 Y 3 330 14 C 8 1.90 0.15 2.20 17.60 1.21 21.26 VIGA 1 Y 4 331 12 C 12 1.90 0.15 2.20 26.40 0.89 23.44 VIGA 2 Y 3 332 14 C 4 1.10 0.15 1.40 5.60 1.21 6.76 VIGA 1 333 14 C 12 1.00 0.15 1.30 15.60 1.21 18.84 VIGA 2, 3 Y 4 334 12 I' 12 4.40 0.10 4.60 55.20 0.89 49.02 VIGAS A Y D 335 16 I' 12 4.40 0.10 4.60 55.20 1.58 87.11 VIGAS B Y C 336 12 I' 12 9.30 0.10 9.50 114.00 0.89 101.23 VIGAS A Y D 337 16 I' 12 9.30 0.10 9.50 114.00 1.58 179.89 VIGAS B Y C 338 12 L 16 7.00 0.15 7.15 114.40 0.89 101.59 VIGAS A Y D 339 16 L 16 7.10 0.15 7.25 116.00 1.58 183.05 VIGAS B Y C 340 12 C 16 1.15 0.15 1.45 23.20 0.89 20.60 VIGAS A, B, C Y D 341 14 C 20 2.10 0.15 2.40 48.00 1.21 57.98 VIGAS A, B, C Y D 342 14 C 20 2.20 0.15 2.50 50.00 1.21 60.40 VIGAS A, B, C Y D 343 12 C 16 1.10 0.15 1.40 22.40 0.89 19.89 VIGAS A, B, C Y D 344 10 O 1172 0.25 0.30 0.08 1.26 1,476.72 0.62 911.14 ESTRIBOS VIGAS NIVEL +8.66 Y +11.36 LONGITUD PESOS DIMENSIONES VIGAS b c d g VIGAS TIPO 1-2 \A1;2 \A0;\U+2205\A1; 12mm Mc 325 \A1;2 \A0;\U+2205\A1; 12mm Mc 336 423 C C I I I I I I C C C C C C I I I I I I I I I I I I I 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 \L\C1;PLINTO TIPO I ESCALA \L \l 1:25 \L\C1;CORTE D - D` ESCALA \L \l 1:25 \L\C1;PLINTO TIPO II ESCALA \L \l 1:25 \L\C1;CORTE C - C` ESCALA \L \l 1:25 \L\C1;PLINTO TIPO I ESCALA \L \l 1:25 \L\C1;PLINTO TIPO II ESCALA \L \l 1:25 5 5 \L\C1;CORTE B - B` ESCALA \L \l 1:25 \LDETALLE DE COLUMNADE COLUMNA \W3.39521; \LPLINTO TIPO IITIPO II ESCALA \L \l 1:25 5 5 5 5 ZAPATA HORMIGON SIMPLE : f'c 210 Kg/cm2 REPLANTILLO HORMIGON SIMPLE : f'c 140 Kg/cm2 MEJORAMIENTO DE SUELO HORMIGON CICLOPIO : f'c 140 Kg/cm2 RELIENO COMPACTADO MATERIAL DE SITIO CIMIENTO HORMIGON SIMPLE : f'c 210 Kg/cm2 CADENA HORMIGON SIMPLE : f'c 210 Kg/cm2 5 \L\C1;DETALLE DE CONTRA PISO ESCALA \L \l 1:25 12 5 12 5 \U+2205 14mm @ 12cm Mc100 \U+2205 14mm @ 12cm Mc100 A A´ 5 5 12 5 12 5 \U+2205 14mm @ 12cm Mc100 \U+2205 14mm @ 12cm Mc100 B B´ \A1;1 \A0;\U+2205 \A1;8mm @ 0.10 1/4 L Mc 101 \A1;1 \A0;\U+2205 \A1;8mm @ 0.20 1/2 L Mc 101 CADENA 0.20 X 0.20 CADENA 0.20 X 0.20 \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; CADENA 0.20 X 0.20 CADENA 0.20 X 0.20 CADENA 0.20 X 0.20 \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; \C4;CIMIENTO 0.40 X 0.40\H1.2x; N+ 0.20 N+ 0.20 N+ 0.20 N+ 0.20 N+ 0.20 N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 5 5 CADENA CADENA \A1;\C3;Estr. \A0;\U+2205\A1; 8\A0;mm\C1; \A1;\C3;@ 0.10 : PLINTO\H0.6x; N+ 0.20 5 5 5 5 ZAPATA HORMIGON SIMPLE : f'c 210 Kg/cm2 REPLANTILLO HORMIGON SIMPLE : f'c 140 Kg/cm2 MEJORAMIENTO DE SUELO HORMIGON CICLOPIO : f'c 140 Kg/cm2 RELIENO COMPACTADO MATERIAL DE SITIO CIMIENTO HORMIGON SIMPLE : f'c 210 Kg/cm2 CADENA HORMIGON SIMPLE : f'c 210 Kg/cm2 5 5 5 12 5 12 5 \U+2205 14mm @ 12cm Mc100 \U+2205 14mm @ 12cm Mc100 C C´ 5 5 430 I 12 431 I 12 ZAPATA \T0.85;\C1;II\f@PMingLiU|b0|i0|c0|p18;\H1.6x;\T0.75;\C256; \T0.85;\C1;I\f@PMingLiU|b0|i0|c0|p18;\H1.6x;\T0.75;\C256; 5 H (m) CUELLO H (m) 0.25 1.19 0.25 1.19 INTERIOR EXTERIOR Plastico de 1000 gr invernadero especialmente color negro Ladrillo - ACERO DE REFUERZO: - CONCRETO ESTRUCTURAL: f'c = 210 kg/cm2 (3000 PSI) - CONCRETO REFORZADO Fy = 4200 kg/cm2 para d > ½" (60000 psi) Fy = 2400 kg/cm2 para d<3/8" (37000 psi) - CONCRETO POBRE : f'c = 100 kg/cm2 (1428 PSI) NERVIOS EJES 1, 2 Y 5 VIGA 4 - 0.20 X 0.40 GANCHO 0.15 2 1.83 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 0.30 0.15 2 23 23 38 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 0.36 0.18 2 12.00 96.00 1.21 115.97 EJES 2 Y 3 12.00 96.00 1.21 115.97 EJES 2 Y 3 1 \U+2205 12mm Mc 404 5 5 5 5 5 5 \W1.27550; PLANO ESTRUCTURAL DETALLES \W1.27550; DE LOSA Y VIGA \C5;16-07-2009 \C5;16-07-2009 1 \U+2205 12mm Mc 425 30 1 \U+2205 12mm Mc 424 33 1 \U+2205 12mm Mc 423 30 1 \U+2205 12mm Mc 421 25 1 \U+2205 12mm Mc 422 4 23 1 \U+2205 12mm Mc 418 13 1 \U+2205 12mm Mc 417 1 1 \U+2205 12mm Mc 416 1 1 \U+2205 12mm Mc 418 6 1 \U+2205 12mm Mc 419 3 1 \U+2205 12mm Mc 420 \LCIMIENTO CADENA ESCALA \L \l 1:10 4 \U+2205 10 mm Mc 5 H.S f`c 140 kg/cm2 5 Piedra 18 1 \U+2205 12mm Mc 415 a I L C J b g g a b b a a a O b b g TIPOS DE HIERROS a I L C J b g g a b b a a a O b b g TIPOS DE HIERROS a I L C J b g g a b b a a a O b b g 3 3 1 \U+2205 12mm Mc 416 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 \A1;2 \A0;\U+2205\A1; 14mm Mc 301 \A1;2 \A0;\U+2205\A1; 16mm Mc 313 1 \U+2205 12mm Mc 425 3 1 \U+2205 12mm Mc 425 3 1 \U+2205 12mm Mc 425 3 \L\C1;LOSA N+2.90 , N+5.60 , N+8.30, N+ 11.00 , N+13.70 ESCALA \L \l 1:75 5 5 5 5 5 5 DORMITORIO DORMITORIO DORMITORIO 5 5 5 5 \C5;28-07-2009 \C5;1\L\C5; \C5;100\L \C5;28-07-2009 \C5;1\L\C5; \C5;100\L \C5;28-07-2009 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W8.91085; CORTES \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: \C5;28-07-2009 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO \C5;1\L\C5; \C5;75\L \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA \C5;28-07-2009 5 5 5 5 5 5 5 5 5 5 5 5 5 PROYECTO: \W8.08252; EDIFICIO ALDAZ CONTENIDO: REVISADO : DIBUJANTE : \W8.00608; FACHADAS \C5;ARQ. GEOVANNY PAULA \C5;ROMEL J. ALARC\C5;Ó\C5;N L. FIRMA: ESCALA: FECHA: LAMINA: UBICACIÓN: \C5;28-07-2009 \T1.05;UNIVERSIDAD NACIONAL DE CHIMBORAZO \C5;1\L\C5; \C5;75\L \C5;JACINTO \C5;GONZALES \C5;ENTRE REY \C5;CHACHA Y \C5;HUAYNA \C5;28-07-2009 \T1.2;FACHADA LATERAL IZQUIERDA \T1.1;ESCALA:\L \l1:75 \T1.2;FACHADA FRONTAL \T1.1;ESCALA:\L \l1:75 4 / 5 5 / 5 3 / 5 2 / 5 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	apartment, architectural, autocad, building, condo, drawing, drawings, DWG, eigenverantwortung, Family, floors, full, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, path, plants, Project, storey, structural