Industrial Building Structure DWG Detail for AutoCAD

Industrial Building Structure DWG Detail for AutoCAD

Industrial Building Structure – Details

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

esc, plant, lieutenant, proy, pco, rev, service order, apr., firm, rev, dib, date, firms, by plane, replaced, to the plane, replace, scale, key, notes, apr, firm, dib, revisions, date, references, document, projection, hour, Broadcast date, issue, Format, hub projects, firm, notes, firm, aprobo, revised, aprobo, drawing, draft, first name, project increase profit capacity, date, rev, flat, in millimeters, xxxxxx, t.a., esp., spaces, xxxxxx, t.a., its T. heavy on kg., Total kg., cover, cubing box, its T. lightweight kg., its T. median kg., grinding, conventional, this plane, crushed plant, sec. tert, tertiary harness, plant, mailbox, thick, esp., spaces, lift shaft, t.a., t.a., lift axes, t.a., t.a., plant roof structure, lift axes, t.a., n.i.p.b., t.a., n.i.p.b., t.a., n.i.p.b., n.i.p.b., t.a., elvacion axes, n.i.p.b., t.a., t.a., he., n.i.p.b., n.i.p.b., lift shaft, n.i.p.b., n.i.p.b., t.a., t.a., t.a., costaneras, t.a., t.a., xxxxxx, t.a., xxxxxx, t.a., xxxxxx, t.a., xxxxxx, t.a., xxxxxx, t.a., xxxxxx, t.a., belt, location plant, its T. heavy on kg., Total kg., grating, cubing box, its T. lightweight kg., its T. median kg., kg., grinding, conventional, this plane, crushed plant, sec. tert, tertiary harness, mailbox, thick, for ing. detail, hub projects, sub engineering management, approved

Raw text data extracted from CAD file:

XX ESC. 1:100 PLANTA CODELCO-CHILE-EL TENIENTE PROY. PCO N° REV. ORDEN DE SERVICIO N° APR. APR. FIRM. REV. DIB. FECHA FIRMAS POR PLANO REEMPLAZADO AL PLANO REEMPLAZA ESCALA CLAVE NOTAS APR FIRM DIB REVISIONES FECHA REFERENCIAS DOCUMENTO PROYECCION HORA FECHA EMISION EMISION N° 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 7 8 6 9 10 11 12 13 14 A B C D E F G H I J A B C D E F G H I FORMATO IG9 PROYECTOS CONCENTRADOR FIRMA NOTAS FIRMA APROBO REVISO APROBO APROBO DIBUJO PROYECTO NOMBRE PROYECTO AUMENTO CAPACIDAD DE BENEFICIO FECHA REV. PLANO N° 1.-DIMENSIONES EN MILIMETROS (S.I.C.) 9400 7000 7000 9400 9400 9400 9400 9400 XXXXXX T.A. A 12000 9000 9000 12000 500 12 ESP. @ 1500 = 18000 300 27 ESPACIOS 1500 = 40500 21390 2890 6000 6000 6000 6000 6000 6000 42000 2500 44220 3500 3500 3500 3500 6000 6000 4000 5770 6000 2500 11000 12000 9400 9400 9000 9000 7000 12000 7000 9400 9400 9400 9400 N 1765 4450 4450 7550 7550 9000 9000 3500 3500 1500 1500 12000 9000 9000 12000 42000 6000 37145 2350 2500 6000 2970 2800 20365 13510 43710 4065 2350 4000 2500 2800 2970 4065 48285 9400 48285 43710 7000 3500 2500 3500 3500 3500 7000 6000 2970 2800 9400 3200 9400 9400 9400 3200 3000 4000 9400 12740 6100 7000 6100 XXXXXX T.A. 2335 4000 4700 4700 3500 3500 3500 3500 9400 9400 7000 7000 9400 9400 9400 9400 44220 2500 5245 2970 2800 5100 5100 5100 5065 5500 5510 2500 39645 41970 46545 8400 5965 2335 1500 1500 6175 6170 4800 4765 4800 4800 4835 3875 10000 1445 2900 3200 2800 3000 3000 19200 3200 3100 2000 C L 1500 1500 1500 EST. PESADA SOBRE 60 Kg. TOTAL Kg. CUBIERTA M 2 CUADRO DE CUBICACION EST. LIVIANA 0 @ 30 Kg. EST. MEDIANA 30 @ 60 Kg. 1000 A MOLIENDA CONVENCIONAL ESTE PLANO N PLANTA CHANCADO SEC. Y TERC. HARNERO TERCIARIO PLANTA BUZON DE GRUESOS 5 7 5 5 5 1 2 5 3 4 5 5 6 5 5 8 9 A B D C E 5 5 5 5 5 12 ESP. @ 1500 = 18000 5 27 ESPACIOS 1500 = 40500 21390 2890 5 5 5 5 5 5 5 5 ELEVACION EJE 44220 EL.1959.875 T.A. EL.1962.375 T.A. 5 5 5 5 5 5 ELEVACION EJES B D EL.1937.175 T.A. EL.1943.175 T.A. 5 10 5770 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 1 2 3 4 5 6 7 8 9 PLANTA ESTRUCTURA TECHO T30 (TIP.) T30 (TIP.) T25 (TIP.) T25 (TIP.) XL13(TIP.) IE120 HE60 HE60 HE60 HE60 HE60 HE60 HE60 HN30 HN30 HN30 HN30 HN30 HN30 IN100 HN30 HN30 HN30 HN30 HN30 HN30 (TIP.) XL30 (TIP.) (TIP.) XL30 XL30 1765 5 EL.1959.875 T/A 7550 5 5 ELEVACION EJES 5 7550 4450 5 4 8 EL.1957.540 T.A. EL.1937.175 T/A EL.1934.375 T/A 20365 EL.1943.175 T/A 5 5 3500 EL.1962.375 T/A 13510 5 3500 5 HE60 5 5 A B T30 T30 2350 5 C D T30 37145 EL.1931.405 N.I.P.B. 4450 2500 5 EL.1957.540 T.A. E 43710 EL.1931.405 N.I.P.B. 4065 2350 XL35(TIP.) T30 T30 T30 T30 5 5 EL.1975.115 (P.T. SISTEMA) 5 5 IN40 IN50 HN30 HN30 IN50 HN30 IN50 HN30 HN30 HN30 HN30 IE120 IN80 IE120 IE120 HN30 HN30 HN30 HN30 HN30 HN30 HN30 HN30 IN40 HN30 HE60 XL35 (TIP.) T30 XL13 IN50 IN50 IN50 IN50 XL13 IN50 IN50 IN50 IE120 IE120 HE60 IE120 HE60 T30 XL35 (TIP.) T30 T30 T30 4065 48285 EL.1975.115 T30 XL35 T30 HN30 IN90 HN30 IN90 IN90 HN30 IN90 HN30 IN90 HN30 IN90 HN30 T30 T30 XL13 XL13 IE80 (LEJANA) IE120 IE120 IE120 IE120 IE120 IE120 IE120 IN80 IN80 IN80 IN80 IN80 IN80 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN20 IN20 IN20 XL13 XL13 XL13 5 3 5 5 EL.1937.175 T.A. EL.1926.830 N.I.P.B. EL.1931.405 N.I.P.B. 5 5 5 5 1 5 5 5 2 EL.1937.175 T.A. 5 ELVACION EJES C EL.1931.405 N.I.P.B. EL.1934.375 T.A. 5 5 5 5 5 5 4 5 5 5 5 6 7 5 5 8 9 5 EL.1962.375 T/A EL.1943.175 T.A. 5 5 5 EL.1975.115 10 EL. 1926.830 N.I.P.B. EL.1931.405 N.I.P.B. IN30 IN30 2335 ELEVACION EJE E A 5 5 5 5 5 5 1 2 5 7 5 5 5 5 3 4 6 5 5 5 5 5 9 8 10 IN30 IN30 EL.1926.830 N.I.P.B. EL.1931.405 N.I.P.B. T20 (TIP.) T20 (TIP.) XL13(TIP.) IN30 5 5 5 5 5 5 5 5 5 5 5 5 EL.1934.375 T.A. EL.1937.175 T.A. EL.1957.540 T.A. 5 5 5 IE120 IE120 IE120 IE120 IE120 IN60 IE120 IE120 IN30 5 5 5 XL13 XL13 XL13 XL13 HN30 HN30 HN30 HN30 5 5 5 5 5 5 5 5 5 5 IN25 IE120 IN80 IE120 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN80 IN80 IN80 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN80 IN80 IN80 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 IN25 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 ER-1 IN 30(TIP.) COSTANERAS 10000 IE120 IN80 IN80 IN80 IN80 IN80 IN80 IN80 IN80 IN80 IN80 IN80 IE120 IE120 T30 T30 EL.1957.540 T.A. EL.1943.175 T.A. IE120 HE60 IE120 HE60 IE120 HE60 IE120 HE60 IE120 HE60 IE120 HE60 IE120 HE60 IE120 HE60 IE120 HE60 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-3 ER-3 ER-3 ER-3 ER-3 ER-3 ER-3 ER-3 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN50 IN40 IN40 IN40 IN40 IN40 IN40 IN40 2-C20 (TIP.) 2-C20 (TIP.) 2-C20 (TIP.) 2-C20 (TIP.) 2-C20 (TIP.) 2-C20 (TIP.) ER-2 ER-2 ER-2 ER-2 ER-2 ER-2 2-C30 (TIP.) 2-C30 (TIP.) 2-C30 (TIP.) HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 HN40 IN60 IN100 IN60 IN100 IN60 IN100 IN60 IN100 IN60 IN70 IN100 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 2-C40 HN30 ER-4 L10 C30 C30 L10 ER-4 IN30 XXXXXX T.A. XXXXXX T.A. XXXXXX T.A. XXXXXX T.A. 5 5 5 5 5 5 5 5 (TIP.) XXXXXX T.A. XXXXXX T.A. 5 5 CORREA 220-CV-40 5 5 5 IE120 IE120 IE120 IE120 IE120 IE120 IE120 L10 L10 L10 EL.1971.050 (P.T. SISTEMA) 2-C25 2-C25 2-C25 (TIP.) (TIP.) (TIP.) IN70 IN70 IN70 IN70 IN70 5 PLANTA DE UBICACION EST. PESADA SOBRE 60 Kg. TOTAL Kg. GRATING 2 CUADRO DE CUBICACION EST. LIVIANA 0 @ 30 Kg. EST. MEDIANA 30 @ 60 Kg. 232102.0 Kg. 472857.0 Kg 2122330.0 Kg 2827289.0 Kg 3640 m \A1;J.R. \A1;J.R. \A1;J.R. A MOLIENDA CONVENCIONAL ESTE PLANO N PLANTA CHANCADO SEC. Y TERC. HARNERO TERCIARIO BUZON DE GRUESOS PARA ING. DETALLE PROYECTOS CONCENTRADOR SUB - GERENCIA DE INGENIERIA APROBADO

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, building, DETAIL, details, DWG, industrial, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier