Support Struture DWG Block for AutoCAD

Support structure for ponds- Application in the forest industry, chemical and minig

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

framework, scale, scale, plant, framework, pt., scale, pd iron, quantity, pb iron, scale, pc board, quantity, iron plate, scale, irons, quantity, pf plate, scale, pt., scale, column, quantity, beam, scale, beam, quantity, beam, scale, quantity, column, scale, quantity, diagonal, scale, diagonal, quantity, scale, diagonal, quantity, scale, iron ng, quantity, quantity, iron on, scale, rec, pt., diam. mm., diam. mm., pt., scale, plug connector, quantity, notes, flat, design:, approved:, revised:, drawing:, design, drawing, revised, date:, scale:, date, scale, title:, content:, client, u.dimensional:, vessel, all galvanized standard grade bolts, all the sandblasted structure covered with epoxizinc paint., all manual electric arc welding mm., draft:, mod .:, Format, client, j.p. projects, revised, quantity, total, unit., material, long, brand, weight, unit., total, observations, marks, mounting, list, materials, items, column, beams, diagonal, mm., column, mm., beams, mm., beams, beams, diagonal, client, Format:, scale, weight, total, structure, kg., connector, mm.

Raw text data extracted from CAD file:

2500 2500 3000 750 750 750 750 1000 2000 225 101 100 44 44 44 66 257 104 12 66 200 162 179 193 266 44 110 300 400 400 300 7 7 204 100 106 95 133 66 44 162 66 499 15° 249 44 66 106 292 95 75 348 414 301 226 150 150 66 100 12 12 65 2995 250 299 2250 308 135 5 10 38 2250 250 250 250 2388 12 200 2388 12 100 12 28 300 50 60 66 66 2594 66 65 1600 38 975 1035 65 66 66 100 44 2975 715 750 750 66 100 12 2880 2975 12 250 2388 12 250 66 44 715 750 750 715 715 3466 66 65 65 100 2260 44 2388 12 12 12 12 65 100 250 477 66 60 44 250 200 100 477 1000 1000 81 2500 2000 3201 44 38 304 3000 2500 3905 1953 1500 1250 44 2975 2880 975 296 44 227 44 154 135 135 142 2000 3000 44 154 200 66 81 67 81 66 67 66 67 81 12 2594 3466 3466 100 88 38 1130 38 154 154 154 66 44 65 10 MARCO 1 – 2 ESCALA 1:25 ESCALA 1:25 F (03) – V 1 F 01- C1 F 02 -C 2 F 05-V 3 F 02-C 2 F 01-C 1 F 05-D 3 D 2 F 04 F O4 D 1 5 <> ESCALA 1:25 PLANTA IN 200 X 100 X 12 X 5 IN 200 X 100 X 12 X 5 HN 250 X 250 X 14 X 28 IN 200 X 100 X 12 X 5 IN 200 X 100 X 12 X 5 6,5 X 9,49 65 X 65 X 10 5 5 5 5 5 F 05-V3 F 06-V4 F 05-V3 F 03-V1 F 06-V4 F 06-V4 F 03-V1 F 04-V2 A B 5 5 1 2 1 2 A B I D D I MARCO A – B HN 250 X 250 X 14 X 28 5 5 5 5 5 5 5 5 5 5 833 1000 5 5 5 5 5 5 5 5 1000 833 5 5 5 5 5 5 5 5 5 5 5 5 5 PT. PT. PT. PT. 5 5 5 5 ESCALA 1:15 PLANCHA pd CANTIDAD 2 CANTIDAD 4 PLANCHA pb ESCALA 1:15 ESCALA 1:15 PLANCHA pc CANTIDAD 4 CANTIDAD 4 PLANCHA pa ESCALA 1:15 ESCALA 1:15 PLANCHA pe CANTIDAD 2 CANTIDAD 2 PLANCHA pf ESCALA 1:15 1000 833 833 1000 5 PT. 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 5 250 1000 833 1000 833 1000 833 1000 833 1000 833 800 1000 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:25 COLUMNA F01-C1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 715 750 5 5 5 5 5 5 CANTIDAD 2 VIGA F03-V1 ESCALA 1:25 ESCALA 1:25 VIGA F05-V3 CANTIDAD 2 CANTIDAD 1 VIGA F04-V2 ESCALA 1:25 ESCALA 1:25 VIGAF06-V4 CANTIDAD 6 COLUMNA F02-C2 ESCALA 1:25 HN 250 X 250 X 14 X 28 833 5 5 5 5 5 F 02-C 2 5 5 715 750 5 5 715 5 5 5 5 5 5 5 65 X 65 X 10 CANTIDAD 2 DIAGONAL F04-D1 ESCALA 1:25 ESCALA 1:25 DIAGONAL F04-D2 CANTIDAD 2 ESCALA 1:25 DIAGONAL F05-D3 CANTIDAD 2 pa pa pa pa pa pa pa pc pc pc pc pa pb pb pb pb pa pa pa pa pd pe pf pe pf 5 5 5 5 5 ESCALA 1:15 PLANCHA ng CANTIDAD 16 5 5 CANTIDAD 4 PLANCHA na ESCALA 1:15 5 250 5 5 5 5 REC 15 X 45 5 5 5 5 5 5 5 5 3201 1000 800 5 5 5 PT. PT. PT. PT. PT. PT. PT. PT. PT. PT. 5 5 5 5 5 5 5 1000 833 800 1000 5 5 5 5 5 5 800 1000 833 1000 1000 F 06-V4 F 06-V4 F 06-V4 DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. 5 DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. DIAM. 22 MM. 5 5 5 5 ng ng ng ng 5 5 ng ng 5 5 5 5 5 5 5 5 5 5 5 5 5 PT. PT. 5 5 5 5 5 5 5 5 ng ng 5 5 5 5 5 5 5 ESCALA 1:15 CONECTOR ca CANTIDAD 36 H 1 G 2 3 4 5 6 NOTAS TITULO-2 TITULO-3 PLANO N° 000-000-000 8 7 9 10 V° B° DISEÑÓ: APROBÓ: REVISÓ: DIBUJÓ: DISEÑO DIBUJO REVISO 11 FECHA: ESCALA: FECHA ESCALA TÍTULO: CONTENIDO: CLIENTE N° U.DIMENSIONAL: BUQUE TODOS LOS PERNOS GRADO STANDARD GALVANIZADOS TODA LA ESTRUCTURA ARENADO 2 1/2 Y RECUBIERTA CON PINTURA EPOXIZINC. TODAS LAS SOLDADURAS ARCO ELECTRICO MANUAL E-6010 Y E-7018 (FILETE 5 MM. MIN.) 3 2 1 PROYECTO: 1 DE 1 Mod.: 12 0 H G F E D C FORMATO A1 B A 1 2 3 4 5 6 F E D C 8 7 9 10 11 B A 12 TITULO-3 CLIENTE CLIENTE J.P.S. PROYECTOS – INSTALACIONES REVISO REVISO REVISO REVISO REVISO CANTIDAD TOTAL UNIT. MATERIAL LARGO MARCA PESO (KG.) UNIT. TOTAL OBSERVACIONES Y MARCAS DE MONTAJE LISTA DE MATERIALES ITEMS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 COLUMNA VIGAS PL 400 x 12 PL 266 X 12 PL 250 X 12 DIAGONAL 2500 MM. 2975 MM. 2250 MM. 975 MM. 400 MM. 303 MM. 361 MM. 499 MM. 310 MM. 398 MM. 100 MM. 477 MM. 3466 MM. 1600 MM. 2594 MM. F02-C2 F04-V2 pa pb pc pd pe pf ng na F04-D1 1 2 2 1 2 1 1 1 2 1 6 1 4 1 4 1 4 1 2 1 2 1 2 1 16 1 4 1 2 2 4 2 2 2 327.5 OO2 – O1 – ES – 1 01 – F01 O1 F02 – 01 – ES – – OO2 O1 F03 – 04 – ES – – OO2 O1 F04 – 04 – ES – – OO2 O1 F05 – 04 – ES – – OO2 O1 F06 – 04 – ES – – OO2 O1 F05 – 01 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F05 – 02 – ES – – OO2 O1 F04 – 03 – ES – – OO2 O1 F04 – 03 – ES – – OO2 O1 F05 – 03 – ES – – OO2 COLUMNA 2500 MM. F01-C1 F03-V1 VIGAS 2975 MM. VIGAS F05-V3 F06-V4 VIGAS PL 225 X 12 PL 296 X 12 PL 228 X 12 PL 227 X 12 PL 65 X 12 F04-D2 DIAGONAL DIAGONAL F05-D3 4 5 6 TITULO-1 TITULO-1 CLIENTE CLIENTE CLIENTE CLIENTE FORMATO: ESCALA ESCALA ESCALA HN 25 X 131 HN 25 X 131 IN 20 X 25.7 IN 20 X 25.7 IN 20 X 25.7 IN 20 X 25.7 L 6.5 X 9.49 L 6.5 X 9.49 L 6.5 X 9.49 327.5 76.45 76.45 57.82 25.05 14.97 7.54 7.60 13.82 6.61 8.45 0.60 11.16 65.78 30.36 49.23 655 655 152.91 76.45 115.65 150.34 59.90 30.17 30.41 27.65 13.23 16.91 9.73 44.64 131.56 121.47 98.46 PESO TOTAL DE LA ESTRUCTURA : 2.442,04 KG. 18 36 1 CONECTOR L 6.5 X 9.49 154 MM. ca 1.46 52.56 OO2 O1 ES – – – 03 – F05