Plane Column Manufacture Of Steel DWG Block for AutoCAD

Plane to manufacture concrete columns workshop descriptions for the execution of work

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

section, oblong, kind, client, Czech, by, revisions, do not., date, approved, drawing, Czech, approved, design, plan no., rev. do not., l.g.s., he., confemtra s.a. of c.v., manufacturing of, mounts transport s.a. of c.v., av. huehuetoca san sebastian xhala cuautitlan, izcalli edo. of mex. c.p., l.g.s., plate thickness, number of holes in distribution of, bevel on skates for cx., note: make a pieces, kg., total, pl connection, soul, p. sup, p. inf., weight, cm., width, p. inf., total weight, number of pcs, cm., long, element, thickness, weight table, detail, tie detail, license plate, p. inf., license plate, license plate, soul, p. sup, cutting, column, plate, distance for placement of, section, kind, p. sup, license plate, license plate, license plate, license plate, license plate, license plate, license plate, license plate, view, detail, oblong, plate, section, kind

Raw text data extracted from CAD file:

A ~ SECCION A ~ 60 35 29 120 130 240 CL-1 (5/16″) 300 3 11 3 11 3 344 150 100 100 70 70 41 132 70 489 489 489 95 1945 300 75 150 75 75 150 75 80 200 80 360 360 80 200 80 80 200 80 10073 98 1400 1500 1500 1500 4100 300 1840 1796 6100 3973 3973.0 6100.0 4099.999999999942 1500.0 1500.0 4100 1500 1500 6101 3972 1796 10184 A ~ 4084 2016 6100 1957 6100 ( ) OBLONGO DIAØ27×35 AT1 1 11 3 11 11 3 11 3 3 11 3 3 11 3 11 3 11 CX1 98 22 95 535 535 537 70 72 101 CL-2 50 22 30 30 177 75 75 60 30 30 177 41 75 75 77 100 26 203 130 35 60 35 150 344 149.961156890829 343.9999999999995 PB1 300 688 PB1 688.0 299.9223137816589 344 150 1945 19459 TIPO 6 100 360 338 150 150 2140 125 20 145 1500 20 1460 20 39 106 39 106 145 303 78 150 75 110 110 225 2016 6100 1957 6100 3972 1796 300 590 906.5 4084 6100 890 300 300 1780 300 CLIENTE CHECO POR REVISIONES No. FECHA APROBO DIBUJO CHECO APROBO DISEÑO PLANO No. REV. No. G.BAZ- T2A 2 L.G.S. E.L. CONFEMTRA S.A. DE C.V. CONSTRUCCION, FABRICACION DE ESTRUCTURA, MONTAJES Y TRANSPORTES S.A. DE C.V. AV. HUEHUETOCA S/N SAN SEBASTIAN XHALA CUAUTITLAN IZCALLI EDO. DE MEX. C.P. 54714 L.G.S. 1 07-03-07 14-03-07 2 ESPESOR EN PLACA CX-2 (CANTIDAD DE BARRENOS) CANTIDAD DE BARRENOS EN CX-3, DISTRIBUCION DE PL-1. BISEL EN PATINES PARA CONEXION DE CX. PL CONEX.CX3 * NOTA: FABRICAR UNA PIEZAS CL1 Kg. Kg. TOTAL SUB-TOTAL K1C PESO/PZA. PL CONEX. CX2 ALMA 3 ALMA 2 ALMA 1 P. SUP. 2 P. SUP. 1 P. INF. 2 PESO Kg./m cm. ANCHO P. INF. 1 PESO TOTAL NºDE PZS. cm. LARGO ELEMENTO ESPESOR TABLA DE PESOS DETALLE 1 DETALLE DE EMPATE (PATIN) 60º 7018 3 PLACA 5/16″ PLACA 5/16″ PLACA 5/16″ P. INF.2 P. INF. 1 11 3 PLACA 7/8″ 11 3 PLACA 7/8″ ALMA 2 ALMA 1 P. SUP. 2 P. SUP. 1 300 DESPIECE \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l \FROMANS.shx;\W1.0000000000;\T1.0000000000;\o\l CL-2 CL-2 CL-2 CL-2 1672 10120 22 10073 98 1400 1500 1500 1500 4100 25 CL-2 5 5 COL-K1C 5 5 1 ~ COLUMNA K1C PLATE 1945x300x22 (2 PZA(s)) MCA- CX1 d24(15/16″) <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> \A1;d24 5 5 \A1;d35 <> <> <> <> <> <> <> <> <> <> <> \A1;AGROSd35 (1-\S3#8;”) PL 360x360x25 (1 PZA(s)) PB1 5 DISTANCIA PARA COLOCACION DE CL-2 5 5 5 6 7018 6 7018 P 1 (7/8″) (P. SUP.) P 2 (7/8″) (P. SUP.) A7(5/16″) (ALMA) 300 1840 1796 A B (P. SUP.) P 1 (7/8″) (P. SUP.) P 2 (7/8″) (ALMA) A7(5/16″) SECCION A SECCION B 5 5 5 5 5 5 5 5 5 5 5 5 2 ~ PC5 5 50-200 TIPO P. SUP. 3 PLACA 5/16″ PLACA 7/8″ 3 11 PLACA 7/8″ 11 PLACA 7/8″ 3 11 PLACA 7/8″ 3 11 3 11 PLACA 7/8″ 3 11 3 PLACA 7/8″ 11 3 PLACA 7/8″ 11 3 PLACA 7/8″ CX1 PB1 5 5 5 5 5 5 CL2 5 d24(15/16″) 5 5 5 5 5 CL2 5 5 VISTA A ~ \A1;AGROSd14(\S9#16;”) 35 <> 35 130 <> <> <> <> e=8 (5 PZA(s)) MCA- CL2 DETALLE 1 DETALLE 2 DETALLE 1 DETALLE 2 PB1 344 150 5 CX1 98 22 CL-2 19459 45° 45° 100 3 360 338 150 OBLONGO DIAØ27×35 ( ) 5 5 <> <> <> <> <> <> <> e=10 (4 PZA(s)) MCA- AT1 2323.01 2323.01 CTE20x20 1 MCA- PC5 PLATE 303x145x13 (2 PZA(s)) \A1;d21 <> <> <> <> <> <> <> <> <> \A1;d21 SECCION 2 ~ PC5 225 110 110 5 TIPO 2016 6100 1957 6100 3972 1796 300 590 906.5 4084 6100 890 300 300 5 300