Engineering Level Barn – Concrete DWG Block for AutoCAD

Engineering Level Barn – Concrete DWG Block for AutoCAD

Plane galpa concrete engineering

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

assembly of production galpon, esc:, mount level crane production yard, esc:, central axes assembly production galpon, esc:, perimeter foundation beam, mechanics of, soils see, lifting, esc:, production line assembly, esc:, production line assembly, esc:, nuts, for bracing, esc:, tubular connection, costal dalla, esc:, section, bracing connection, esc:, bracing fixation, fixing bracket, cap screw, thrash, nut, support for, fixation, collision of, neoprene, esc:, fixing detail, of downswing, Galvanised steel, mooring, ears of, holes, cap screw, orifice, welding, lifting, esc:, for bracing, distance between bolts, gutter, lifting, esc:, washed panel, gutter, lifting, esc:, washed panel, washed panel, disassemble panel by, change of architecture, disassemble panel by, change of architecture, open door, note in, from panels, see note in procedure, date, by, rev., date, c.r.e., suitable for mounting, m.m., Notes:, this plane works with the, dimensions in sic., cant, pillars, kind, cant, kind, dallas, kind, cant, delta, dalla, pillar, beam, symbology, gutter, deltas, kind, cant, gutters, kind, cant, all connections should be, grout with pure grout type, masterflow masterflow, load considered for bridge crane, ton., panel, beams, kind, cant, cant, panels, kind, cant, kind, cant, kind, c.r.e., is modified according to architecture, m.m., cant, kind, c.r.e., table of quantities of pillars is corrected, m.m., c.r.e., edit note, m.m., equivalent., c.r.e., panels are modified by architecture request, m.m., cant, kind, panels obtained from two existing panels, procedures:, height without dismantling the panel. in the trait that remained, open a door wide by free in, fill with grout so that it is smooth well finished., same area that will now be modified, two, from a type panel that was located on the, one type one all this according to, process, the type panels are obtained from a, type panel that is in the same zone is, you must do according to the procedure, to assemble these new panels should be considered, chemical bolts for the area that requires it

Raw text data extracted from CAD file:

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\A1;1.20 \A1;2.10 \A1;4.80 \A1;6.30 \A1;5.70 \A1;12.50 \A1;3.00 \A1;3.40 \A1;6.40 \A1;2.70 \A1;1.20 \A1;1.15 \A1;1.15 \A1;2.10 \A1;2.70 \A1;6.40 \A1;3.40 6 8 9 12 14 15 16 17 5 5 5 5 5 5 5 5 5 09 MONTAJE DE CUBIERTA GALPON DE PRODUCCION ESC: 1/200 L I 5 5 5 5 5 5 5 25.00 25.00 5 MONTAJE NIVEL DE PUENTE GRUA GALPON DE PRODUCCION ESC: 1/200 I L N 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 ±0.00 5 MONTAJE EJES CENTRALES GALPON DE PRODUCCION ESC: 1/200 ESC: 1/25 VIGA DE FUNDACION PERIMETRAL \A1;EMPLANTILLADO e=5cm 5 5 \A1;MEJORAMIENTO S/ MECANICA DE SUELOS VER (*) -0.20 CUANTIA= 120 (KgFe/m3) 5 <> L-20 +4.80 5 5 5 5 5 5 5 <> L-20 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.20 ELEVACION EJE "I" GALPON DE PRODUCCION ESC: 1/200 5 N L I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MONTAJE EJE "6" GALPON DE PRODUCCION ESC: 1/200 5 <> L-20 +4.80 5 <> L-20 M4 M1 5 5 5 K1 5 N L I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MONTAJE EJE "17" GALPON DE PRODUCCION ESC: 1/200 8% 5 <> L-20 +4.80 5 <> L-20 L1 5 5 5 5 5 C/ 2 TUERCAS PARA ARRIOSTRAMIENTO ESC: 1/20 CONEXION ENTRE TUBULARES A COSTANERA DALLA ESC: 1/20 SECCION A-A 5 5 c/Cabeza CONEXION DE ARRIOSTRAMIENTO ESC: 1/20 FIJACION DE ARRIOSTRAMIENTO A42-27ES L= 45cm PL 60x60x4 + 1 d5/8" 1 d36 / 100x100x3 SOPORTE PARA FIJACION PERNO d36mm GOLILLA TUERCA A A SOPORTE PARA FIJACION \A1;1 d36 / 100x100x3 \A1;DALLA / 100x100x3 / 100x100x4 GOLILLA DE NEOPRENO PL 6mm 5 5 ESC: 1/10 DETALLE FIJACION DE ARRIOTRAMIENTO A-325 1"/L= 4" \U+2205 ACERO A37-24ES, GALVANIZADO e= 8mm AMARRE OREJAS DE \U+220540mm ORIFICIOS 5 5 19.5 5 5 5 19.5 5 5 5 PERNO E 70-18 ORIFICIO \U+22051 1/16" 5 5 5 5 5 5 5 SOLDADURA C 100x50x6 5 5 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% 8% <> L-20 ±0.00 ±0.00 -0.20 -0.20 -0.20 ±0.00 5 5 5 5 5 5 5 <> L-20 5 -0.20 ELEVACION EJE "N" GALPON DE PRODUCCION ESC: 1/200 5 5 5 5 6 8 9 12 14 15 16 17 6 8 9 12 14 15 16 17 6 8 9 12 14 15 16 17 K1 5 08 04 03 19 01 01 01 01 01 02 07 18 05 05 05 05 12 06 10 11 17 10 11 17 20 20 21 21 22 22 23 23 22 22 23 23 24 24 20 20 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 41 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 50 50 51 51 51 51 51 51 51 51 51 51 50 50 L1 L1 L1 L1 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1 L1 L1 L1 30 03 19 01 01 01 01 01 02 07 18 05 05 05 05 12 06 32 31 31 31 31 31 31 31 31 32 30 12 19 08 21 22 23 24 21 22 23 24 31 31 51 51 50 50 20 20 09 03 07 10 11 17 88 89 180 89 181 50 50 20 20 30 04 02 06 10 17 183 181 PARA ARRIOSTRAMIENTOS L1= 16.11m DISTANCIA ENTRE PERNOS L2= 15.83m 08 08 08 08 08 80 81 80 81 80 81 80 81 80 81 80 81 80 81 84 85 04 50 08 51 08 51 08 51 08 51 08 51 08 50 09 07 50 18 51 05 51 05 51 05 51 05 51 12 50 06 84 85 84 85 84 85 84 85 84 85 84 85 84 85 5 5 5 5 5 5 5 CANALON CANALON CANALON CANALON CANALON CANALON CANALON P1 P1 P1 P1 P1 P1 P1 P1 <> L-20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.20 ELEVACION EJE "I" GALPON DE PRODUCCION ESC: 1/200 PANEL L-20 LAVADO PANEL L-20 LAVADO 5 ±0.00 5 5 5 5 5 5 5 CANALON CANALON CANALON CANALON CANALON CANALON CANALON P1 P1 P1 P1 P1 P1 P1 P1 <> L-20 5 -0.20 ELEVACION EJE "N" GALPON DE PRODUCCION ESC: 1/200 PANEL L-20 LAVADO PANEL L-20 LAVADO 5 PANEL L-20 LAVADO PANEL L-20 LAVADO PANEL L-20 LAVADO PANEL L-20 LAVADO PANEL L-20 LAVADO 6 8 9 12 14 15 16 17 6 8 9 12 14 15 16 17 5 5 5 5 N L I K1 M1 M4 L1 M2 M3 5 5 5 5 5 5 5 5 10 5 5 5 81 80 82 5 83 86 5 5 285 286 5 182 181 M2 11 M3 10 186 187 184 185 30 5 01 05 18 288 287 5 5 5 10 11 80 Desmontar panel por cambio de arquitectura 87 Desmontar panel por cambio de arquitectura Abrir puerta de 1.20x2.10m (ver nota 1 en Procedimientos) 5 5 5 A partir de paneles 87 y 181 ver nota 2 en procedimiento 5 11 10 5 5 5 Fecha Por D e s c r i p c i o n Rev. Fecha V B 02/01/2007 02/01/2007 C.R.E. APTO PARA MONTAJE 0 M.M.G. NOTAS: 2.- ESTE PLANO TRABAJA CON EL M2. 1.- DIMENSIONES EN m SIC. CANT. 04 1 05 06 4 1 01 03 02 5 1 1 PILARES TIPO CANT. TIPO 07 1 40 34 DALLAS TIPO CANT. DELTA DALLA PILAR VIGA I SIMBOLOGIA CANALON 41 85 23 4 24 2 20 22 21 4 4 2 DELTAS TIPO CANT. 50 4 CANALONES TIPO CANT. 51 10 3.- TODAS LAS CONEXIONES DEBERAN SER GROUTEADAS CON GROUT PURO TIPO MASTERFLOW 928, MASTERFLOW 500 O 4.- CARGA CONSIDERADA PARA PUENTE GRUA 5 Ton. PANEL 08 6 09 1 10 4 11 3 12 1 30 2 VIGAS I TIPO CANT. 31 8 CANT. 83 1 84 85 8 8 80 82 81 9 1 8 PANELES TIPO CANT. TIPO 87 1 88 1 89 2 180 1 181 3 CANT. TIPO 182 1 183 1 184 1 185 1 186 1 187 1 32 2 12/01/2007 12/01/2007 C.R.E. SE MODIFICA DE ACUERDO A ARQUITECTURA 1 M.M.G. 86 1 CANT. TIPO 17 2 18 1 19 1 31/01/2007 31/01/2007 C.R.E. SE CORRIGE CUADRO DE CANTIDADES DE PILARES 2 M.M.G. 08/02/2007 08/01/2007 C.R.E. SE MODIFICA NOTA 3 3 M.M.G. EQUIVALENTE. 02/05/2007 02/05/2007 C.R.E. SE MODIFICAN PANELES POR SOLICITUD DE ARQUITECTURA 4 M.M.G. CANT. TIPO 285* 1 286* 1 287* 1 288* 1 * PANELES OBTENIDOS A PARTIR DE DOS PANELES EXISTENTES PROCEDIMIENTOS: ALTURA SIN DESMONTAR EL PANEL. EN EL RASGO QUE QUEDÓ 1.- ABRIR UNA PUERTA DE 1.20m DE ANCHO POR 2.10m LIBRES EN RELLENAR CON GROUT DE MANERA QUE QUEDE LISO Y BIEN TERMINADO. MISMA ZONA QUE AHORA SE MODIFICARÁ SE DEBEN OBTENER DOS 2.- A PARTIR DE UN PANEL TIPO 181 QUE ESTABA UBICADO EN LA PANELES, UNO TIPO 286 Y UNO 288, TODO ESTO DE ACUERDO AL PROCEDIMIENTO "A". LOS PANELES TIPO 285 Y 287 SE OBTIENEN A PARTIR DE UN PANEL TIPO 87 QUE SE ENCUENTRA EN LA MISMA ZONA Y SE DEBE HACER DE ACUERDO AL PROCEDIMIENTO "B". PARA MONTAR ESTOS NUEVOS PANELES SE DEBEN CONSIDERAR PERNOS QUIMICOS PARA LA ZONA QUE LO REQUIERA

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	adobe, autocad, barn, bausystem, block, concrete, construction system, covintec, DWG, earth lightened, engineering, erde beleuchtet, Level, losacero, plane, plywood, sperrholz, stahlrahmen, steel framing, système de construction, terre s