Plano Metal Structure Sport Slab – 3D DWG Plan for AutoCAD

Plano Metal Structure Sport Slab – 3D DWG Plan for AutoCAD

The plan contains technical details and details of the metal slab sports coverage of the educational institution General Ollanta Urubamba.

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

yam, xfg, xeg, xfgt, xegt, xgrid, xgridt, print on, ground level, column, beam, foundation beam, beam, foundation beam, beam, foundation beam, beam, foundation beam, beam, foundation beam, beam, foundation beam, multi-purpose slab, scale, connecting beam, connecting beam, connecting beam, connecting beam, connecting beam, connecting beam, elevation of portico in court, scale, beams columns in portico, scale, metal structure roof slab sport court, metal structure roof slab sports plant, print on, plant, scale, print on, metal structure roof slab sport court, tube, covering, tube, min., print on, front view support detail, scale, traditional truss, scale, cut, scale, roof plant, scale, traditional truss, scale, detail of support left side view, scale, see support detail, traditional truss, metal belts, tube, metal truss, cover of metal plates of aluzinc, translucent polycarbonate, cover of metal plates of aluzinc, translucent polycarbonate, metallic structure, beam, column, cover of metal plates of aluzinc, translucent polycarbonate, common carving, scale, metal structure roof slab sport court, cover, print on, metal belts, sport slab, grilles, metal roof structure, shoes, ground level, column, beam, foundation beam, beam, foundation beam, beam, foundation beam, beam, foundation beam, beam, foundation beam, beam, foundation beam, shoes, cut, scale, portico elevation, scale, metal structure roof slab sport court, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, xfg, xeg, xgrid, xgridt, Technical specifications, concrete in shoes, fmc pm, concrete in connection beams, fc, concrete in columns, fc, reinforcing steel, f’y grade, shoe cover, coating on:, permissible soil stress, column, esc., column at, of columns, on a running foundation, esc., foundation beam, overcoming, proy. shoe, cut, section connecting beams, esc., secc. aa, esc., secc. bb, esc., secc. aa, esc., secc. bb, esc., Technical specifications, concrete slabs, fc, concrete in columns, fc, reinforcing steel, coating on:, portico columns multi purpose, esc., f’y grade, tube material, quantity und., tube material, quantity und., tube material, quantity und., tube material, quantity und., tube material, quantity und., material pl, quantity und., material pl, quantity und., material pl, quantity und., material pl, quantity und., material pl, quantity und., fc material, quantity und., material pl, quantity und., material pl, quantity und., material pl, quantity und., material pl, quantity und., water pool, guardian, calicata, waterway, water tank, guardian, mast, sshh., kiosk, rock, av. of May, psje. pintacho, av.san isidro, av. Mr. torrechayoc, jr. zavala, pab. floors, administration, pab. floors, projected metal ceiling, grilles, projected sports slab, projected grandstand, roof projection, pab. floors, admire

Raw text data extracted from CAD file:

NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 IMPRIMIR EN A-2 5 5.299999999999272 5.299999999999273 5.299999999999266 5.299999999999272 5.299999999999272 5.299999999999272 4.899999999997817 5 4.899999999997819 5 4.899999999997817 5 4.899999999997817 5 4.899999999997817 5 4.899999999997817 5 0.4999999999995453 2.5 0.5000000000000004 2.300000000000185 0.4000000000000892 3.000000000000005 2.750000000000003 1.000000000000001 0.5999999999999089 1.500000000000001 3.799999999999271 1.500000000000003 3.799999999999265 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 6.199999999999816 7.799999999999726 1.59999999999991 5 5 5 5 5 5 Nivel de Terreno Nivel de Terreno Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) CIMENTACION PORTICOS - LOSA MULTIUSO ESCALA 1:100 A B C D E F G ø 1/2" @ 15 cm Viga de Conexion ø 1/2" @ 15 cm Viga de Conexion ø 1/2" @ 15 cm Viga de Conexion ø 1/2" @ 15 cm Viga de Conexion ø 1/2" @ 15 cm Viga de Conexion ø 1/2" @ 15 cm Viga de Conexion ø 1/2" @ 15 cm 5 5.299999999999272 5.299999999999272 5.299999999999261 5.299999999999269 5.299999999999272 5.299999999999272 4.899999999997817 5 4.899999999997817 5 4.899999999997812 5 4.899999999997815 5 4.899999999997817 5 4.899999999997817 5 A B C D E F G 1.500000000000002 2.000000000000002 1.500000000000001 2.000000000000002 1.500000000000001 2.000000000000002 1.500000000000001 2.000000000000002 1.500000000000001 2.000000000000002 1.500000000000001 2.000000000000002 1.500000000000001 2.000000000000002 C-1 C-2 C-3 C-4 C-5 C-6 C-7 ELEVACION DE PORTICO EN CORTE B-B ESCALA 1:100 VIGAS Y COLUMNAS EN PORTICO ESCALA 1:100 \T1.1;PROYECTO: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;URUBAMBA \T1.1;URUBAMBA \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;ESCALA: \T1.1;PROYECTO: \T1.1;PLANO: \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;1:50 PEM-04 \W9.17567; ESTRUCTURA METALICA TECHO \W8.06880; LOSA DEPORTIVA \W9.25695; CORTE A-A \T1.1;M.I.F. \A1;0.40 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;0.50 \A1;2.50 \A1;0.50 \A1;2.30 \A1;0.40 \A1;3.00 \A1;2.75 \A1;1.00 \A1;0.60 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;6.20 \A1;7.80 \A1;1.60 \A1;2870.35 \A1;2870.95 \A1;2872.35 \A1;2878.15 \A1;2875.15 \A1;2872.35 \A1;2870.35 \A1;2870.95 \A1;2872.35 \A1;2885.06 \A1;2878.15 \A1;2872.35 \A1;0.60 \A1;7.20 \A1;0.60 \A1;7.20 \A1;34.80 \A1;6.45 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;30.10 \A1;1.80 \A1;0.20 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;1.50 \A1;1.50 \A1;0.40 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;0.50 \A1;2.50 \A1;0.50 \A1;2.30 \A1;0.40 \A1;3.00 \A1;2.75 \A1;1.00 \A1;0.60 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;3.80 \A1;1.50 \A1;6.20 \A1;7.80 \A1;1.60 \A1;2870.35 \A1;2870.95 \A1;2872.35 \A1;2878.15 \A1;2875.15 \A1;2872.35 \A1;4.90 2.00 0.40 0.40 0.45 2.00 \A1;0.40 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;4.90 \A1;0.40 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 A A B B \A1;2.30 \A1;0.50 \A1;2.50 \A1;0.50 \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;0.40 \A1;0.40 \A1;0.60 \A1;0.60 \A1;5.80 \T1.1;PROYECTO: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;URUBAMBA \T1.1;URUBAMBA \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;ESCALA: \T1.1;PLANO: \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;1:150 PEM-01 \W9.17567; ESTRUCTURA METALICA TECHO \W7.93684; LOSA DEPORTIVA - PLANTA IMPRIMIR EN A-2 PLANTA ESCALA 1:150 \T1.1;M.I.F. \A1;0.86 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;0.86 \A1;0.86 \A1;0.86 \A1;0.86 \A1;1.33 \A1;1.33 \A1;0.66 \A1;0.66 \A1;0.66 \A1;0.66 IMPRIMIR EN A-2 \T1.1;PROYECTO: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;URUBAMBA \T1.1;URUBAMBA \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;ESCALA: \T1.1;PROYECTO: \T1.1;PLANO: \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;1:50 PEM-06 \W9.17567; ESTRUCTURA METALICA TECHO \W8.06880; LOSA DEPORTIVA \W9.25695; CORTE A-A \T1.1;M.I.F. \A1;Long. de Tubo 70x50x2mm = 29.68 m \A1;Long. de Cubierta =29.66 m \A1;Long. Tubo 70x50x2mm =26.38 m \A1;0.02 \A1;0.06 \A1;L = 1.045 m \A1;0.06 \A1;0.02 \A1;0.02 \A1;0.03 \A1;0.03 \A1;0.02 \A1;52°15' \A1;25.19 \A1;34.80 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;2870.35 \A1;L = 0.860 m \A1;L = 34.80 m \A1;4cm \A1;2mm \A1;8cm \A1;7cm \A1;5cm \A1;2mm \A1;7cm \A1;5cm \A1;2mm \A1;L = 29.68 m \A1;L = 26.38 m \A1;5cm \A1;5cm \A1;2mm \A1;5cm \A1;5cm \A1;2mm \A1;0.62 \A1;0.62 \A1;0.62 \A1;0.62 \A1;12cm \A1;5cm \A1;5cm \A1;10cm \A1;9cm \A1;20cm \A1;0.025 \A1;0.325 \A1;0.480 \A1;0.930 R0,155 R0,019 \A1;0.45 \A1;0.24 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.40 R0,019 \A1;0.100 \A1;0.300 \A1;0.400 \A1;0.150 \A1;0.075 \A1;0.300 R0,019 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.087 \A1;0.226 \A1;0.087 \A1;0.60 \A1;0.40 R0,009 \A1;L = Variable, min. 0.50m \A1;0.108 \A1;0.25 \A1;0.108 \A1;0.25 \A1;0.30 \A1;0.124 \A1;0.285 \A1;0.074 \A1;0.200 \A1;0.094 \A1;0.113 \A1;0.093 \A1;0.010 \A1;1.00 \A1;1.00 IMPRIMIR EN A-2 DETALLE DE APOYO - VISTA FRONTAL ESCALA 1:20 CERCHA TIPICA ESCALA 1:50 CORTE A-A ESCALA 1:100 PLANTA DE TECHO ESCALA 1:200 CERCHA TIPICA ESCALA 1:20 DETALLE DE APOYO - VISTA LADO IZQUIERDO ESCALA 1:20 0.8600011765879569 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T01 T02 T03 Ver Detalle de Apoyo Ver Detalle de Apoyo 5 25.18643265699119 34.80000000000019 5.299999999999949 5.299999999999949 5.299999999999949 5.299999999999949 5.299999999999949 5.299999999999949 A A CERCHA TIPICA CORREAS METALICAS TUBO 80x40x2mm CERCHA METALICA CERCHA METALICA CERCHA METALICA CERCHA METALICA CERCHA METALICA CERCHA METALICA CERCHA METALICA T01 T02 T04 T04 T05 CUBIERTA DE PLANCHAS METALICAS DE ALUZINC Y POLICARBONATO TRANSLUCIDO 5 5 5 5 CUBIERTA DE PLANCHAS METALICAS DE ALUZINC Y POLICARBONATO TRANSLUCIDO CT1 CT1 A01 CT1 CT1 T05 CT1 A01 ESTRUCTURA METALICA A03 A03 A02 A02 A09 A04 A04 Viga Columna Columna A05 A05 A08 A08 5 5 T01 T01 T03 T03 T04 T04 T04 T05 CUBIERTA DE PLANCHAS METALICAS DE ALUZINC Y POLICARBONATO TRANSLUCIDO CT1 UNION ACARTELADO TIPICO ESCALA 1:20 \T1.1;PROYECTO: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;URUBAMBA \T1.1;URUBAMBA \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;ESCALA: \T1.1;PROYECTO: \T1.1;PLANO: \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;1:50 PEM-05 \W9.17567; ESTRUCTURA METALICA TECHO \W8.06880; LOSA DEPORTIVA \W9.25695; CORTE A-A \T1.1;M.I.F. \A1;0.60 \A1;1.00 \A1;0.20 \A1;2.30 \A1;0.40 \A1;0.50 \A1;0.60 \A1;1.00 \A1;2.30 \A1;0.40 \A1;0.50 \A1;2.50 \A1;0.50 \A1;0.50 \A1;2870.35 \A1;2870.95 \A1;2872.05 \A1;2872.35 \A1;2872.15 \A1;2872.35 \A1;2870.35 \A1;2870.95 \A1;2872.15 \A1;2872.35 \A1;2878.15 \A1;2878.15 \A1;0.30 \A1;0.60 \A1;2873.85 \A1;2883.95 \A1;2885.06 \A1;2.00 \A1;22.10 \A1;2.00 \A1;L. Cubierta = 29.66 m \A1;1.80 \A1;1.00 \A1;19.00 \A1;3.00 \A1;0.50 \A1;2.50 \A1;23.50 IMPRIMIR EN A-2 5 5.299999999999272 5.299999999999272 5.299999999999266 5.299999999999272 5.299999999999272 5.299999999999272 4.899999999997817 5 4.899999999997817 5 4.899999999997815 5 4.899999999997817 5 4.899999999997817 5 4.899999999997817 5 0.4999999999995453 2.499999999999996 0.5000000000000004 2.300000000000185 0.4000000000000892 2.999999999999997 2.750000000000003 1.000000000000001 0.5999999999999117 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999268 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 6.199999999999816 7.799999999999729 1.599999999999913 5 5 5 5 5 5 5 5 5 5 5 5 0.6000000000008182 7.199999999999818 0.6000000000008182 7.199999999999819 34.79999999999996 6.450212762736251 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999268 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 3.799999999999271 1.500000000000001 30.09999999999945 1.800000000000636 0.2000000000002727 CORREAS METALICAS 80mm x 50mm x 2mm 5.299999999999272 5.299999999999272 5.299999999999266 5.299999999999272 5.299999999999272 5.299999999999272 1.499999999997725 1.499999999997725 LOSA DEPORTIVA GRADERIAS ESTRUCTURA METALICA DE TECHO ZAPATAS (Ver Detalle) Nivel de Terreno Nivel de Terreno Nivel de Terreno Nivel de Terreno Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Columna (0.60x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) Viga (0.25x0.50) Viga (0.25x0.50) Viga de Cimentacion (0.25x0.40) ZAPATAS (Ver Detalle) CORTE B-B ESCALA 1:100 ELEVACION DE PORTICO ESCALA 1:100 5 \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;URUBAMBA \T1.1;URUBAMBA \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;ESCALA: \T1.1;PLANO: \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;1:50 PEM-03 \W9.17567; ESTRUCTURA METALICA TECHO \W8.06880; LOSA DEPORTIVA \W9.25695; CORTE A-A \T1.1;M.I.F. 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 2872 2872 2872 2873 2873 2873 2873 2873 2873 2874 2874 2874 2874 2874 2874 2874 2875 2875 2875 2875 2875 2875 2876 2876 2876 2876 2877 2877 \A1;5.80 Eje_Replanteo_95-100 98309.501744 XFG XEG XGRID XGRIDT 3 3 20.000000 15.000000 6.000000 1859.000000 0.000000 Eje_Replanteo_95-100 98319.501744 XFG XEG XGRID XGRIDT 3 3 20.000000 15.000000 7.000000 1859.000000 0.000000 Eje_Replanteo_95-100 98329.501744 XFG XEG XGRID XGRIDT 3 3 20.000000 20.000000 8.000000 1859.000000 0.000000 Eje_Replanteo_95-100 98429.501744 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 13.000000 1858.000000 0.000000 Eje_Replanteo_95-100 98489.501744 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 21.000000 1855.000000 0.000000 Eje_Replanteo_95-100 99059.501744 XFG XEG XGRID XGRIDT 3 3 10.000000 15.000000 13.000000 1836.000000 0.000000 Eje_Replanteo_95-100 99119.501744 XFG XEG XGRID XGRIDT 3 3 15.000000 15.000000 15.000000 1836.000000 0.000000 Eje_Replanteo_95-100 99209.501744 XFG XEG XGRID XGRIDT 3 3 15.000000 20.000000 7.000000 1833.000000 0.000000 Eje_Replanteo_95-100 99219.501744 XFG XEG XGRID XGRIDT 3 3 15.000000 20.000000 9.000000 1831.000000 0.000000 Eje_Replanteo_95-100 100218.687666 XFG XEG XGRID XGRIDT 3 3 20.000000 15.000000 9.000000 1765.000000 0.000000 Eje_Replanteo_95-100 100228.687666 XFG XEG XGRID XGRIDT 3 3 20.000000 15.000000 8.000000 1765.000000 0.000000 ESPECIFICACIONES TECNICAS Concreto en zapatas f'c = 175 kg/cm2 + 40% pm Concreto en Vigas de conexion f'c = 210 Kg/cm2 Concreto en Columnas f'c = 210 Kg/cm2 Acero de Refuerzo f'y = 4200 kg/cm2 Grado 60 Recubrimiento zapata 0.075 m Recubrimiento en: columnas/vigas 0.04 m / 0.025 m Esfuerzo Admisible del suelo 1.50 kg/cm2 COLUMNA C-1 y C-7 ESC. 1/25 COLUMNA C-2 al C-6 2 \fTahoma|b0|i0|c0|p34;ø 3/4"\fArial|b0|i0|c238|p34;\H1.077x; 2 ø 3/4"\fArial|b0|i0|c238|p34; \LSECCION DE COLUMNAS \LSECCIONES EN CIMIENTOS CORRIDOS ESC. 1/25 Viga de cimentación 5 NPT± 0.00 Sobrecimiento Proy. zapata 5 0.3999999999999773 CORTE B-B 2 \fTahoma|b0|i0|c0|p34;ø 3/4"\fArial|b0|i0|c238|p34;\H1.077x; 2 ø 3/4"\fArial|b0|i0|c238|p34; 2 ø 5/8\fArial|b0|i0|c238|p34;" 3 ø 1/2" 2 ø\fArial|b0|i0|c238|p34; 1/2" 0.25 0.40 SECCION VIGAS DE CONEXION ESC. 1/25 5 2 ø 1/2\fArial|b0|i0|c238|p34;" 2.0 4.90 0.40 4.90 0.40 4.90 0.40 4.90 0.40 4.90 0.40 4.90 0.40 0.40 5.30 5.30 5.30 5.30 5.30 5.30 G F E D C B A 5 0.5 2.5 0.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 ø 5/8" 3 ø\fArial|b0|i0|c238|p34; 3/4" 0.25 0.50 SECC. AA ESC. 1/25 SECC. BB ESC. 1/25 2 ø 5/8" + 1 ø 1/2" 0.25 0.50 2 ø 5/8" 2 ø\fArial|b0|i0|c238|p34; 3/4" + 1 ø 5/8" 0.25 0.50 SECC. AA ESC. 1/25 SECC. BB ESC. 1/25 2 ø 5/8" + 1 ø 1/2" 0.25 0.50 2 ø\fArial|b0|i0|c238|p34; 3/4" + 1 ø 5/8" 3 ø\fArial|b0|i0|c238|p34; 3/4" ESPECIFICACIONES TECNICAS Concreto en Vigas y Losas f'c = 210 Kg/cm2 Concreto en Columnas f'c = 210 Kg/cm2 Acero de Refuerzo Recubrimiento en: columnas/vigas 0.04 m / 0.025 m \LVIGAS Y COLUMNAS PORTICO - LOSA MULTIUSO ESC. 1/50 f'y = 4200 kg/cm2 Grado 60 -2.00 0.4000000000000909 0.4000000000000909 0.599999999999909 0.599999999999909 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 5.800000000000068 1 ø 3/8" @ 0.05 3 ø 3/8" @ 0.10 R ø 3/8" @ 0.25 T01 Material : Tubo 70x50x2mm Cantidad : 07 Und. T02 Material : Tubo 70x50x2mm Cantidad : 07 Und. 0.0215450396144661 0.0569038591588651 5 0.0569097853117455 0.0215391134615857 5 5 5 5 T03 Material : Tubo 50x50x2mm Cantidad : 308 Und. T04 Material : Tubo 50x50x2mm Cantidad : 315 Und. 5 T05 Material : Tubo 80x40x2mm Cantidad : 23 Und. 5 3.999999999996362 5 8.000000000015461 4.999999999995453 5 7.000000000016371 4.999999999995453 5 7.000000000016371 L = 29.68 m L = 26.38 m 4.999999999995453 5 5.00000000001819 4.999999999995453 5 5.00000000001819 12.00000000000045 4.999999999995453 4.999999999995453 9.999999999990905 8.699999999998909 20.00000000000455 CT1 Material : PL 3/16'' Cantidad : 602 Und. 0.0249999999999773 0.3250000000000455 0.4800000000000182 0.9300000000000637 5 5 A01 Material : PL 1/2'' Cantidad : 28 Und. 0.4499999999999318 0.2400000000000091 0.0799999999999272 0.1499999999999773 0.2999999999999545 0.3999999999998636 5 A02 Material : PL 1/2'' Cantidad : 20 Und. 5 0.1499999999998636 5 0.1000000000000227 0.2999999999999545 0.2999999999994998 5 A03 Material : PL 1/2'' Cantidad : 8 Und. 0.1500000000000909 0.1499999999998636 0.1499999999998636 0.1500000000000909 0.0869999999999891 0.2260000000001128 0.0869999999998754 0.599999999999909 0.3999999999999773 5 A04 Material : PL 1/2'' Cantidad : 14 Und. A05 Material : FC 5/8'' Cantidad : 84 Und. 5 0.1079999999999472 0.25 A06 Material : PL 0.25x0.108x1/8'' Cantidad : 14 Und. 0.1079999999999472 0.25 A07 Material : PL 0.25x0.108x1/8'' Cantidad : 14 Und. 0.2999999999999545 0.1240000000000236 A08 Material : PL 1/4'' Cantidad : 56 Und. 0.2849999999997408 0.0740000000000691 0.2000000000000455 0.0940000000000509 0.1130000000000564 0.0930000000000746 5 A09 Material : PL 1/16'' Cantidad : 56 Und. PILETA DE AGUA GUARDIANIA CALICATA CANAL DE AGUA TANQUE DE AGUA GUARDIANIA BZ MASTIL SSHH. SSHH. SSHH. KIOSCO ROCA AV. 1ro DE MAYO Psje. PINTACHO Psje. PINTACHO AV.SAN ISIDRO AV. Sr. TORRECHAYOC Jr. ZAVALA PAB. 2 PISOS PAB. 2 PISOS PAB. 2 PISOS PAB. 2 PISOS ADMINISTRACION PAB. 2 PISOS N 800.000 E 900.000 E 950.000 E 1000.000 E 1050.000 E 1100.000 N 800.000 E 1150.000 N 800.000 E 1200.000 N 850.000 N 900.000 N 950.000 N 1000.000 N 1050.000 E 1200.000 E 1150.000 E 1100.000 E 1050.000 E 1000.000 E 950.000 N 1050.000 E 900.000 N 1000.000 N 950.000 N 900.000 N 850.000 TECHO METALICO PROYECTADO Graderias LOSA DEPORTIVA PROYECTADA GRADERIA PROYECTADA Proyeccion de Techo PAB. 2 PISOS ADMINISTRACION SSHH. MASTIL BZ Proyeccion de Techo B B A A (Ver Corte en Plano PEM-12) (Ver Corte en Plano PEM-12) (Ver Corte en Plano PEM-13) (Ver Corte en Plano PEM-13) Graderias Nuevas de Cº Cº f'c = 140 kg/cm2 + 70% Graderias Nuevas de Cº Cº f'c = 140 kg/cm2 + 70% 01 02 03 04 05 06 07 08 09 10 11 12 18 17 16 15 14 13 ESCALERAS CANCHA DE FUTBOL \T1.1;PROYECTO: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;URUBAMBA \T1.1;URUBAMBA \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;ESCALA: \T1.1;PROYECTO: \T1.1;PLANO: \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;1:50 PEM-02 \W9.17567; ESTRUCTURA METALICA TECHO \W8.06880; LOSA DEPORTIVA \W9.25695; CORTE A-A 0.600000000000819 0.9999999999990905 0.199999999999817 23.5 5 2.300000000000182 0.4000000000000906 0.5000000000000004 2.5 0.4999999999997673 0.6000000000008187 0.9999999999990905 2.300000000000182 0.4000000000000906 0.5000000000000004 2.5 0.4999999999997673 3.0 0.4999999999999998 19.00000000000001 0.9999999999999953 1.800000000000183 GRADERIAS BERMA LOSA DEPORTIVA DE CONCRETO BERMA ZAPATA ZAPATA VER DETALLE DE APOYO VER DETALLE DE APOYO (Ver Detalles) 5 COLUMNAS (0.60 x 0.40 m) COLUMNAS (0.60 x 0.40 m) IMPRIMIR EN A-2 CORTE A-A ESCALA 1:50 2.0 22.10000000000037 1.999999999999996 (Ver Detalle de Columna) (Ver Detalle de Columna) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERFILES DE ACERO TUBO DE SECCION RECTANGULAR 50mm x 50mm x 2mm PERFILES DE ACERO TUBO DE SECCION RECTANGULAR 50mm x 50mm x 2mm CORREAS METALICAS 80mm x 50mm x 2mm CUBIERTA DE PLANCHAS METALICAS DE ALUZINC Y POLICARBONATO TRANSLUCIDO ARCOS PARABOLICOS PRINCIPALES SUPERIORES : 70mm x 50mm x 2mm INFERIORES : 70mm x 50mm x 2mm 0.3000000000001821 0.5999999999999089 \T1.1;M.I.F.

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, coverage, details, DWG, educational, flat, metal, plan, plano, slab, sport, sports, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, technical, wireframe