Galpon Metal Structure DWG Detail for AutoCAD

Plano wireframe galpon to court with bleachers and construction details.

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

armor, plinth box, cut, scale, plinth type detail, cimentacion plant, mooring chain, deck plant, scale, portico type, bracing diagonal, galvanized tol channel, scale, chain, straps, portico type, scale, court level, central, mooring chain, scale, replant, concrete, detail, motherboard, without, scale, court level, kind, motherboard, whips, dimensions, weld, base plate plant, perimeters, scale, scale, chain, summary of concrete, detail ii, detail, number of reliefs, total volume of concrete, volume in mooring chains, volume on pedestals, volume on plinths, effort creep profiles, soil stress, stress creep, welding electrodes according to standard aws, cold rolled type, compression effort, straps, galvalumen, scale, detail ii, the details that do not appear here must be governed by the same code, the structural calculation the design of reinforced concrete meet the standards, surfaces in contact with the ground, of the Ecuadorian code of construction, general specifications:, minimal coatings, slabs, beams, columns, total weight of iron, weight, v. eat., development cm, galvanized tool, gutter, level, fundic., kg qq, summary of irons, replant, senses, pesos, corrugated structural iron, Technical specifications, length, minimal translate, diameter, diameter, weight, iron sheet, mooring chain, court level, dimensions, kind, observations, comerc., dipstick, to develop, long, Mr., approve, director of oopp, contains:, place:, details construction covered sheet of iron., draft:, covered space construction, design:, head of planning, detail of tiered walls, scale, galvalumen

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.25 \A1;0.35 \A1;0.95 \A1;0.20 \A1;0.80 \A1;2.30 \A1;21.60 \A1;3.27 \A1;0.05 \A1;1.08 \A1;1.30 \A1;1.59 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;0.05 \A1;0.45 \A1;21.60 \A1;0.35 \A1;0.10 \A1;0.20 \A1;6.20 \A1;0.30 \A1;0.80 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.45 \A1;1.60/1.60 \A1;0.45 \A1;0.50 \A1;0.35 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.20 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.00 \A1;6.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.20 \A1;12.23 \A1;12.23 \A1;6.20 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.35 \A1;30.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;21.60 \A1;4.78 \A1;2.35 \A1;6.41 A1 A0 A2 A3 A4 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.90 \A1;1.20 \A1;30.35 \A1;22.05 \A1;1.70 \A1;1.10 \A1;0.30 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.56 \A1;0.33 \A1;0.26 2.30 0.80 0.35 ARMADURAS CUADRO DE PLINTOS 21.60 5 CORTE a - a Escala 1.60/1.60 DETALLE PLINTO TIPO 0.95 5 PLANTA DE CIMENTACION CADENA DE AMARRE 6.00 6.00 1.00 6.00 6.00 PLANTA DE CUBIERTA 1:125 ESCALA PORTICO TIPO DIAG.DE ARRIOSTRAMIENTO CANALON TOL GALVANIZADO d 12 mm 1:100 Escala 6 5 4 3 CADENA C2 0.80 6 d18X500mm Mc105 0.20 0.10 1.00 6.00 21.60 CORREAS 1.00 E 1.00 A 5 5 5 5 6.20 5 1.00 5 5 C 150*50*3 C 150*50*3 L 40*40*3 1.00 m L 40x40x3 C 150x50x3 PORTICO TIPO ESCALA 1:100 NIVEL DE CANCHA 5 5 5 5 5 CENTRALES CADENA DE AMARRE 0.20 Escala 0.10 1:10 REPLANTILLO 2d10 Mc201 HORMIGON F'c= 210 Kg/cm2 5 5 5 5 L 40x40x3 5 DETALLE I PLACA BASE Sin Escala N+0.00 NIVEL DE CANCHA 2 1 Ed8@ 0.20 Mc202 B I TIPO PLACA BASE 450X350X8mm CHICOTES DIMENSIONES 1.60 1.60 12 Y X N° 9d12@0.15Mc103 0.30 X - X H 0.35 SUELDA PLANTA PLACA BASE 0.35 0.45 PERIMETRALES 0.10 0.10 0.15 Escala Escala 0.50 1:10 1:10 0.50 0.35 Escala 6.00 5 6.00 6 6.00 5 CADENA 4 6.00 6.00 3 2 1 0.20 0.40 A 0.20 0.20 4d10 Mc 301 Ed8@0.20Mc302 N+0.00 0.20 RESUMEN DE HORMIGON F'y=4200 Kg/cm2 DETALLE II 6.20 DETALLE I NUMERO DE ALIVIANAMIENTOS VOLUMEN TOTAL DE HORMIGON VOLUMEN EN CADENAS DE AMARRE VOLUMEN EN PEDESTALES VOLUMEN EN PLINTOS ESFUERZO A LA FLUENCIA DE PERFILES ESFUERZO DEL SUELO ESFUERZO A LA FLUENCIA SUELDAS Y ELECTRODOS SEGUN NORMA AWS LAMINADOS EN FRIO TIPO "IPAC" ESFUERZO A LA COMPRESION CORREAS G 150x50x15x3 C150x50x3 GALVALUMEN C150x50x4 Escala 1:20 DETALLE II 5 16.88 m3 5.90 m3 2.38 m3 8.60 m3 F'y=2400 Kg/cm S=1.00 Kg/cm2 F'c=210 Kg/cm2 Los detalles que aqui no constan se deberán regir por el mismo Código El calculo estructural y el diseño de Hormigón Armado cumplen con las normas - SUPERFICIES EN CONTACTO CON EL SUELO del CODIGO ECUATORIANO DE LA CONSTRUCCION . ESPECIFICACIONES GENERALES: RECUBRIMIENTOS MINIMOS - LOSAS - VIGAS - COLUMNAS 32 28 25 22 20 18 16 60 60 50 32 28 25 22 20 18 16 5 cm 3 cm 3 cm 3 cm 6.313 4.834 3.853 2.984 2.466 1.998 1.578 32 PESO TOTAL DE HIERRO = PESO V. COMER. DESARROLLO 60 cm TOOL GALVANIZADO 1/16 CANALON 9d12@0.15Mc103 NIVEL -1.30 FUNDIC. Y - Y 1667.00 Kg = 37 qq RESUMEN DE HIERROS 551 799 317 38 75 68 12m 9m 6m 14 12 10 8 6 d (mm) 28 25 22 20 18 16 2d12 Mc 102 E d8@0.15 Mc104 6d12 Mc 101 1:20 0.45 0.25 0.10 1:25 REPLANTILLO 2 Sentidos PESOS HIERRO ESTRUCTURAL CORRUGADO ESPECIFICACIONES TECNICAS LONGITUD TRANSLAPES MINIMOS 14 12 10 8 6 (mm) DIAMETRO 34 50 40 30 30 20 14 12 10 8 6 (mm) DIAMETRO 1.208 0.888 0.617 0.388 0.188 Kg/m PESO PLANILLA DE HIERRO CADENA DE AMARRE NIVEL DE CANCHA CI a a 302 301 202 201 105 104 103 102 101 Mc 9d12@0.15Mc 105 0.45 DIMENSIONES O 8 300 2*0.15 C 10 40.00 -- O 8 660.00 --- C 12 12.00 --- I 18 72.00 --- O 8 168.00 2*0.30 I 12 216.00 --- I 12 24.00 --- L 12 48.00 0.30 a N° d TIPO 2*0.15 --- --- --- 5.65 --- --- --- 0.15 --- --- --- 21.60 --- --- --- 0.50 --- --- --- 2*0.40 --- --- --- 1.50 --- --- --- 2.20 --- --- --- 2.20 --- --- --- e d c b OBSERVACIONES 0.72 12.00 2*0.06 5.85 12.00 2*0.10 0.35 12.00 2*0.10 21.90 12.00 2*0.15 0.50 12.00 --- 1.52 12.00 2*0.06 1.50 12.00 --- 2.20 12.00 --- --- 2.50 12.00 COMERC. VARILLA DESARR. LONG. g 216.00 234.00 231.00 262.80 120.00 255.36 324.00 52.80 120.00 N° \fArial|b0|i0|c0|p34;REVISO: SR. APRUEBA DIRECTOR DE OOPP \fArial|b0|i0|c0|p34;FECHA: \fArial|b0|i0|c0|p34;ESCALA: CONTIENE: INDICADAS\fArial|b0|i0|c238|p34; LUGAR: DETALLES CONSTRUCCIÒN CUBIERTA PLANILLA DE HIERROS. PROYECTO: CONSTRUCCION DE ESPACIO CUBIERTO DISEÑO: JEFE DE PLANIFICACION 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 DETALLE DE MUROS Y GRADAS Escala 1:25 5 5 5 10 - VI - 2009 4MM GALVALUMEN 4MM