Fireplace Tower DWG Block for AutoCAD

Structural design for Tower Chimney Gas Emissions

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

mining, project details engineering, furnace emissions abatement system, title:, hardening of pellets – huasco plant, issued for construction, issued for client approval, issued for internal coordination, r. gilardoni, j.i. rui wamba, cristian sepulveda m., raul pine v., nta, ntn, hqr, rmp, reviews indicated, issued for approval cap mining, issued for internal review, cristian puga m., hector quintana r., renato mena, freddie san martin, elevations, design structure chimney support, chimney, platform, nipb, grouting, pt, gas duct, from absorber, ntc, pedestal, c access ladder, bolts with bolts of high resitance sic in the planes., less resistance than the admissible load to compression of the element more, element., structural welding code., the plates to be connected., cutting plane.

Raw text data extracted from CAD file:

\Fromand.shx;INGENIERIA DE DETALLES MINERIA \Fromans.shx;\H1.000000x;\W0.700000;JEFE \Fromans.shx;\H1.000000x;\W0.700000;INGENIERIA INGENIERIA DE DETALLES PROYECTO SISTEMA ABATIMIENTO EMISIONES HORNO \Fromans.shx;\H1.000000x;\W1.600000;D E S C R I P C I O N \Fromans.shx;\H1.000000x;\W1.400000;REVISIONES \Fromans.shx;\H1.000000x;\W1.200000;No. \Fromans.shx;\H1.000000x;\W1.600000;D E S C R I P C I O N \Fromans.shx;\H1.000000x;\W1.400000;REVISIONES \Fromans.shx;\H1.000000x;\W0.800000;REVISO \Fromans.shx;\H1.000000x;\W0.800000;APROBO \Fromans.shx;\H1.000000x;\W0.800000;FECHA \Fromans.shx;\H1.000000x;\W1.200000;No. \Fromans.shx;\H1.000000x;\W1.200000;GERENCIA DE PROYECTOS MINEROS CAP \fArial|b0|i0|c0|p39;\H1.000000x;\W1.200000;COMPAÑIA MINERA DEL PACIFICO S.A. \Fromans.shx;\H1.000000x;\W1.600000;T I T U L O \Fromans.shx;\H1.000000x;\W1.400000;REFERENCIAS \Fromans.shx;\H1.000000x;\W0.800000;FECHA \Fromans.shx;\H1.000000x;\W0.800000;REVISO \Fromans.shx;\H1.000000x;\W0.800000;APROBO \Fromans.shx;\H1.000000x;\W1.200000;PLANO No. \Fromans.shx;\H1.000000x;\W0.800000;G.INGENIERÍA \Fromans.shx;\H1.000000x;\W0.800000;G.PROYECTO \Fromans.shx;\H1.000000x;\W0.800000;REVISO \Fromans.shx;\H1.000000x;\W0.800000;PROYECTO \Fromans.shx;\H1.000000x;\W0.800000;DIBUJO \Fromans.shx;\H1.000000x;\W1.200000;PLANO No. \Fromans.shx;\H1.000000x;\W0.800000;PROYECTO No. : \Fromans.shx;\H1.000000x;\W0.700000;GERENTE \Fromans.shx;\H1.000000x;\W1.200000;REV. TITULO : \Fromans.shx;\H1.000000x;\W0.800000;FECHA \Fromans.shx;\H1.000000x;\W0.800000;No. PROYECTO CAP MINERIA : \Fromans.shx;\H1.000000x;\W1.200000;CODIGO GPM : \Fromans.shx;\H1.000000x;\W1.200000;REV. \Fromans.shx;\H1.000000x;\W0.700000;PROYECTO \fArial Black|b0|i0|c0|p39;INGENIERIA Y CONSTRUCCION \Fromand.shx;MARCHANT PEREIRA No.668 - PROVIDENCIA - SANTIAGO - CHILE TELEFONOS : ( 56-2 ) 8383100 - 2441515 FAX : ( 56-2 ) 2047650 E-mail : puma@pugamujica.cl URL : www.pugamujica.cl ENDURECIMIENTO DE PELLETS - PLANTA HUASCO B B B EMITIDO PARA CONSTRUCCION EMITIDO PARA APROBACION CLIENTE 00/00/11 EMITIDO PARA COORDINACION INTERNA 00/00/11 B B B A EMITIDO PARA CONSTRUCCION 00/00/11 EMITIDO PARA APROBACION CLIENTE 00/00/11 EMITIDO PARA COORDINACION INTERNA 00/00/11 MCA-189-ES-115 LMA-189-ES-101 PLA-189-ME-101 0 R. GILARDONI J.I. RUI WAMBA - - - CRISTIAN SEPULVEDA M. RAUL PINO V. EL.+34.300 N.T.A. H.1 \A1;\Fromans.shx;\H1.000000x;\W0.800000;/ 6000 EL.+22.300 N.T.N. \A1;\Fromans.shx;\H1.000000x;\W0.800000;58100 \A1;\Fromans.shx;\H1.000000x;\W0.800000;10750 \A1;\Fromans.shx;\H1.000000x;\W0.800000;11650 \A1;\Fromans.shx;\H1.000000x;\W0.800000;9625 \A1;\Fromans.shx;\H1.000000x;\W0.800000;11000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;10500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2450 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;450 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;30 \A1;\Fromans.shx;\H1.000000x;\W0.800000;55975 \A1;\Fromans.shx;\H1.000000x;\W0.800000;/ 11000 \Fromans.shx;DET. 4 S-09 \A1;\Fromans.shx;\H1.000000x;\W0.800000;12750 \A1;\Fromans.shx;\H1.000000x;\W0.800000;34025 \A1;\Fromans.shx;\H1.000000x;\W0.800000;45025 \A1;\Fromans.shx;\H1.000000x;\W0.800000;55525 \A1;\Fromans.shx;\H1.000000x;\W0.800000;60° \A1;\Fromans.shx;\H1.000000x;\W0.800000;4820 \A1;\Fromans.shx;\H1.000000x;\W0.800000;22320 \A1;\Fromans.shx;\H1.000000x;\W0.800000;8921 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3974 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;/ 6000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;10000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;58100 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;7810 \A1;\Fromans.shx;\H1.000000x;\W0.800000;6872 \A1;\Fromans.shx;\H1.000000x;\W0.800000;8139 \A1;\Fromans.shx;\H1.000000x;\W0.800000;8141 \A1;\Fromans.shx;\H1.000000x;\W0.800000;10750 \A1;\Fromans.shx;\H1.000000x;\W0.800000;9570 \A1;\Fromans.shx;\H1.000000x;\W0.800000;11705 \A1;\Fromans.shx;\H1.000000x;\W0.800000;11000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;10500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2450 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3761 \A1;\Fromans.shx;\H1.000000x;\W0.800000;4261 \A1;\Fromans.shx;\H1.000000x;\W0.800000;7074 \A1;\Fromans.shx;\H1.000000x;\W0.800000;7355 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3326 \A1;\Fromans.shx;\H1.000000x;\W0.800000;10873 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3550 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3150 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3150 \A1;\Fromans.shx;\H1.000000x;\W0.800000;450 \A1;\Fromans.shx;\H1.000000x;\W0.800000;1970 \A1;\Fromans.shx;\H1.000000x;\W0.800000;30 \A1;\Fromans.shx;\H1.000000x;\W0.800000;56005 \A1;\Fromans.shx;\H1.000000x;\W0.800000;12000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5650 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3920 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3920 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3880 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3880 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5000 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3350 \A1;\Fromans.shx;\H1.000000x;\W0.800000;900 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5340 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5559 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5104 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5311 \A1;\Fromans.shx;\H1.000000x;\W0.800000;7427 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5559 \A1;\Fromans.shx;\H1.000000x;\W0.800000;5786 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2500 \A1;\Fromans.shx;\H1.000000x;\W0.800000;2500 EL. 34.300 N.T.A. 2.6 \A1;55 \A1;90 \A1;100 \A1;327 \A1;125 \A1;40 \A1;150 \A1;40 \A1;100 \A1;90 \A1;55 \A1;20 \A1;160 \A1;\Fromans.shx;\H1.000000x;\W0.800000;3250 H.Q.R. H.Q.R. H.Q.R. H.Q.R. R.M.P. R.M.P. R.M.P. R.M.P. 1 0 A REVISIONES INDICADAS 05.12.11 EMITIDO PARA CONSTRUCCION 12.11.11 EMITIDO PARA APROBACION CAP MINERIA 27.10.11 EMITIDO PARA REVISION INTERNA 06.10.11 1 3011-S-06 3011 OCTUBRE 2011 CRISTIAN PUGA M. HECTOR QUINTANA R. RENATO MENA FREDDIE SAN MARTIN FREDDIE SAN MARTIN CRISTIAN SEPULVEDA M. RAUL PINO V. ELEVACIONES DISEÑO ESTRUCTURA SOPORTE DE CHIMENEA \Fromand.shx;DETALLE 11 -- ESC.1:10 C CHIMENEA L \Fromans.shx;\H1.000000x;\W0.800000;/ <> PLATAFORMA EL.+34.300 N.T.A. EL.+47.790 N.T.A. PLATAFORMA PLATAFORMA EL.+51.670 N.T.A. EL.+55.550 N.T.A. PLATAFORMA EL.+61.050 N.T.A. PLATAFORMA EL.+66.550 N.T.A. PLATAFORMA EL.+72.050 N.T.A. PLATAFORMA EL.+77.050 N.T.A. PLATAFORMA PLATAFORMA EL.+80.400 N.T.A. EL.+39.950 N.T.A. PLATAFORMA EL.+22.300 N.T.N. \Fromans.shx;\H1.000000x;\W0.800000;<> CAÑ 10" EL.+24.300 N.I.P.B. IN30x44.5 IN30x44.5 IN25x37.1 IN25x37.1 IN25x37.1 IN25x37.1 IN25x37.1 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> TRAMO - 1 TRAMO - 2 TRAMO - 3 TRAMO - 5 TRAMO - 4 TRAMO - 6 3.5 2.6 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> GROUTING \Fromans.shx;\H1.000000x;\W0.800000;<> P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. C DUCTO DE GASES DESDE ABSORBEDOR L P.T. P.T. \Fromans.shx;\H1.000000x;\W0.800000;/ <> ESC. 1:125 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> IN25x37.1 CAÑ 4" CAÑ 8" SCHD.20 CAÑ 8" SCHD.20 CAÑ 4"ISO 65 CAÑ 8" SCHD.20 CAÑ 8" SCHD.20 CAÑ 8" SCHD.20 CAÑ 8" SCHD.20(TIP.) CAÑ 10" SCHD.20 CAÑ 10" SCHD.20 CAÑ 6" CAÑ 4" CAÑ 4" CAÑ 4"SCHD.40 (TIP.)(S.I.C) CAÑ 6"SCHD.40 CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 6" CAÑ 10" SCHD.20 CAÑ 10" SCHD.20 3 ELEVACION EJE G.3 CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" IN30x44.5 P.T. CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 6" CAÑ 4" IN30x44.5 \Fromans.shx;\H1.000000x;\W0.800000;<> P.T. P.T. P.T. P.T. P.T. P.T. CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 10" 8 S-09 9 S-09 CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> EL.+24.270 N.T.C. PEDESTAL \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 6" C CHIMENEA L \Fromans.shx;\H1.000000x;\W0.800000;/ <> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> PLATAFORMA EL.+34.300 N.T.A. EL.+43.870 N.T.A. PLATAFORMA PLATAFORMA EL.+51.670 N.T.A. EL.+55.550 N.T.A. PLATAFORMA EL.+61.050 N.T.A. PLATAFORMA EL.+66.550 N.T.A. PLATAFORMA EL.+72.050 N.T.A. PLATAFORMA EL.+77.050 N.T.A. PLATAFORMA PLATAFORMA EL.+80.400 N.T.A. EL.+39.950 N.T.A. PLATAFORMA EL.+22.300 N.T.N. \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> EL.+24.300 N.I.P.B. \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> IN30x44.5 IN30x44.5 IN30x44.5 IN30x44.5 IN25x37.1 IN25x37.1 IN25x37.1 IN25x37.1 IN25x37.1 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;(TIP.) \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> TRAMO - 1 TRAMO - 2 TRAMO - 3 TRAMO - 5 TRAMO - 4 TRAMO - 6 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> H.1 G.3 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> GROUTING \Fromans.shx;\H1.000000x;\W0.800000;<> P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. P.T. ESC. 1:125 4 S-09 5 S-09 100 172 IN25x37.1 CAÑ 10" SCHD.20 (TIP.)(S.I.C) CAÑ 6"SCHD.40 (TIP.) CAÑ 4"SCHD.40 CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 4" CAÑ 4" CAÑ 6" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 8" SCHD.20 CAÑ 4" CAÑ 6" CAÑ 4" CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 6" CAÑ 4" CAÑ 4" CAÑ 8" SCHD.20(TIP.) CAÑ 8" SCHD.20 CAÑ 8" SCHD.20 CAÑ 4"SHD.40 H ELEVACION EJES 2.6 - 3.5 - H.1 CAÑ 4" \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> P.T. CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" EL.+47.790 N.T.A. PLATAFORMA CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 4" CAÑ 6" \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> CAÑ 10" CAÑ 10" \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> CAÑ 10" CAÑ 10" (TIP.) 3 S-09 1 S-09 2 S-09 7 S-09 10 S-09 \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> CAÑ 8" CAÑ 8" \Fromans.shx;\H1.000000x;\W0.800000;<> \Fromans.shx;\H1.000000x;\W0.800000;<> 6 S-09 CAÑ 10"SCHD.20 EL.+33.120 N.T.A. PLATAFORMA EL.+38.270 N.T.A. PLATAFORMA P.T. P.T. 11 -- EL. 39.950 N.T.A. PLATAFORMA P.T. P/PERNOS d3/4" 2+2 PERFs.Ø22mm SCHD.20 CAÑ. 10" C20x13.1 5 5 5 5 5 5 L P 6mm (TIP.) L P 6mm (TIP.) 5 5 P/PERNOS d3/4" 2+2 PERFs.Ø22mm IN25x23.5 30x44.5 P 6mm (TIP.) L 5 5 5 5 5 EL. 34.300 N.T.A. PLATAFORMA \Fromans.shx;\H1.000000x;\W0.800000;<> L C ESCALA DE ACCESO EL.+38.270 N.T.A. PLATAFORMA EL.+33.120 N.T.A. PLATAFORMA IN25x23.5 IN25x23.5 \H1.000000x;\W0.800000;NOTAS GENERALES: B 1.- DIMENSIONES EN mm. ELEVACIONES EN m (S.I.C.). 3.- CONEXIONES. a) TODAS LAS CONEXIONES DE TALLER SERAN SOLDADAS ,Y LAS DE TERRENO SERAN APERNADAS CON PERNOS DE ALTA RESITENCIA S.I.C. EN LOS PLANOS. b) LAS CONEXIONES DE LOS ELEMENTOS SOMETIDOS A COMPRESION, NO PODRAN TENER MENOR RESISTENCIA QUE LA CARGA ADMISIBLE A COMPRESION DEL ELEMENTO MAS DEBIL CONECTADO,PERO NO MENOS QUE EL 75% DE LA REDISTENCIA A TRACCION DEL ELEMENTO. 4.- CONEXIONES SOLDADAS. a) LA EJECUCION E INSPECCION,CUMPLIRA LOS REQUERIMIENTOS DE LA NORMA AWS D 1.1- STRUCTURAL WELDING CODE. b) SE EXIGIRA SOLDADORES CON CERTIFICADO DE CALIFICACION VIGENTE SEGUN LA NORMA AWS D 1.1 c) EL FILETE DE SOLDADURA MINIMO SERA DE 5mm EN TALLER O EL MENOR ESPESOR DE LAS PLANCHAS A CONECTAR. d) LAS SOLDAURAS DE TOPE SERAN DE PENETRACION COMPLETA. 5.- CONEXIONES APERNADAS. a) TENDRAN PERNOS DE ALTA RESITENCIA,TIPO APLASTAMIENTO CON HILO INCLUIDO EN PLANO DE CORTE. \H1.000000x;\W0.800000;\T0.950;2.- ACERO ESTRUCTURAL ASTM A-36. -- ESC.1:10 H.Q.R. H.Q.R. H.Q.R. H.Q.R. R.M.P. R.M.P. R.M.P. R.M.P. 1 0 A REVISIONES INDICADAS 05.12.11 EMITIDO PARA CONSTRUCCION 12.11.11 EMITIDO PARA APROBACION CAP MINERIA 27.10.11 EMITIDO PARA REVISION INTERNA 06.10.11 1 3011-S-06 3011 OCTUBRE 2011 CRISTIAN PUGA M. HECTOR QUINTANA R. RENATO MENA FREDDIE SAN MARTIN FREDDIE SAN MARTIN CRISTIAN SEPULVEDA M. RAUL PINO V. ELEVACIONES DISEÑO ESTRUCTURA SOPORTE DE CHIMENEA \Fromand;INGENIERIA DE DETALLES MINERIA \Fromans;\H1x;\W0.7;JEFE \Fromans;\H1x;\W0.7;INGENIERIA INGENIERIA DE DETALLES PROYECTO SISTEMA ABATIMIENTO EMISIONES HORNO \Fromans;\H1x;\W1.6;D E S C R I P C I O N \Fromans;\H1x;\W1.4;REVISIONES \Fromans;\H1x;\W1.2;No. \Fromans;\H1x;\W1.6;D E S C R I P C I O N \Fromans;\H1x;\W1.4;REVISIONES \Fromans;\H1x;\W0.8;REVISO \Fromans;\H1x;\W0.8;APROBO \Fromans;\H1x;\W0.8;FECHA \Fromans;\H1x;\W1.2;No. \Fromans;\H1x;\W1.6;T I T U L O \Fromans;\H1x;\W1.4;REFERENCIAS \Fromans;\H1x;\W0.8;FECHA \Fromans;\H1x;\W0.8;REVISO \Fromans;\H1x;\W0.8;APROBO \Fromans;\H1x;\W1.2;PLANO No. \Fromans;\H1x;\W0.8;G.INGENIERÍA \Fromans;\H1x;\W0.8;G.PROYECTO \Fromans;\H1x;\W0.8;REVISO \Fromans;\H1x;\W0.8;PROYECTO \Fromans;\H1x;\W0.8;DIBUJO \Fromans;\H1x;\W1.2;PLANO No. \Fromans;\H1x;\W0.8;PROYECTO No. : \Fromans;\H1x;\W0.7;GERENTE \Fromans;\H1x;\W1.2;REV. TITULO : \Fromans;\H1x;\W0.8;FECHA \Fromans;\H1x;\W0.8;No. PROYECTO CAP MINERIA : \Fromans;\H1x;\W1.2;CODIGO GPM : \Fromans;\H1x;\W1.2;REV. \Fromans;\H1x;\W0.7;PROYECTO ENDURECIMIENTO DE PELLETS - PLANTA HUASCO B B B EMITIDO PARA CONSTRUCCION EMITIDO PARA APROBACION CLIENTE 00/00/11 EMITIDO PARA COORDINACION INTERNA 00/00/11 B B B A EMITIDO PARA CONSTRUCCION 00/00/11 EMITIDO PARA APROBACION CLIENTE 00/00/11 EMITIDO PARA COORDINACION INTERNA 00/00/11 MCA-189-ES-115 LMA-189-ES-101 PLA-189-ME-101 0 R. GILARDONI J.I. RUI WAMBA - - - CRISTIAN SEPULVEDA M. RAUL PINO V.

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, chimney, Design, DWG, factory, fireplace, gas, industrial building, structural, tower

Eng_Plans

View All Downloads