Power Station – American Standard Channel DWG Detail for AutoCAD

Power Station – American standard channel – Details

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

Ing. Rodolfo Araujo Colonel, oct. of the, .dwg, HE. Hillo, concept, Mod.no., date, Modified, revised, Approved, scale, Proposes:, draft:, Sheet of, Plan no., revised:, Approved, drawing:, Ing. Abraham from the lemon tower, Maria Magdalena Leyva ruiz, Ing. Jose de jesus arce salas, Ing. Jose abel valdez campoy, Northwest distribution division, Distribution sub-manager, Construction project department, Mod.no., date, Modified, revised, Approved, scale, Proposes:, draft:, Sheet of, Plan no., revised:, Approved, drawing:, Ing. Abraham from the lemon tower, Maria Magdalena Leyva ruiz, Ing. Jose de jesus arce salas, Ing. Jose abel valdez campoy, Northwest distribution division, Distribution sub-manager, Construction project department, material’s list, length, do not. from, weight, In meters, pieces, For pza, total, pieces, Add auction, channel, channel, channel, channel, channel, channel, channel, channel, channel, Pl., Pl., Pl., Pl., net., net., Tc you, Tc you, Rold. Pres, Palnuts, brand, profile, Weight in kg, Ing. Rodolfo Araujo Colonel, oct. of the, .dwg, HE. Hillo, concept, Ing. Rodolfo Araujo Colonel, oct. of the, .dwg, HE. Hillo, concept, length, do not. from, weight, In meters, pieces, For pza, total, pieces, Add auction, channel, channel, channel, channel, channel, channel, channel, channel, channel, Pl., Pl., Pl., Pl., net., net., Tc you, Tc you, Rold. Pres, Palnuts, brand, profile, Weight in kg, armor, armor, armor, bay, addition, Location of columns armor, Vsta, Mounting plane column, Kv structure, Sheet of, scale:, drawing:, Proposes:, date, Mod.no., Flat: no., Approved, revised:, January, Modified, Approved, revised

Raw text data extracted from CAD file:

Ing. Rodolfo Araujo Coronel 1:100 Oct. 14 del 98 DB920- .dwg SE. AGRICOLA HILLO ONCE concepto 1 1 D E S C R I P C I O N Mod.No. FECHA Modifico Reviso Aprobo ESCALA Propone: Proyecto: HOJA DE PLANO No. Reviso: Aprobo: Dibujo: Ing. Abraham de la Torre Limon Maria Magdalena Leyva Ruiz Ing. Jose de Jesus Arce Salas Ing. Jose Abel Valdez Campoy DIVISION DE DISTRIBUCION NOROESTE SUBGERENCIA DE DISTRIBUCION DEPARTAMENTO DE PROYECTOS Y CONSTRUCCION M \A1;3940 \A1;8134 SM B \A1;3940 \A1;8130 \A1;6910 \A1;5202 \A1;5202 D E S C R I P C I O N Mod.No. FECHA Modifico Reviso Aprobo ESCALA Propone: Proyecto: HOJA DE PLANO No. Reviso: Aprobo: Dibujo: Ing. Abraham de la Torre Limon Maria Magdalena Leyva Ruiz Ing. Jose de Jesus Arce Salas Ing. Jose Abel Valdez Campoy DIVISION DE DISTRIBUCION NOROESTE SUBGERENCIA DE DISTRIBUCION DEPARTAMENTO DE PROYECTOS Y CONSTRUCCION LISTA DE MATERIALES LONGITUD NO. DE NO. DE PESO EN MTS PIEZAS POR PZA TOTAL PIEZAS KG C O L U M N A C 1 C R U J I A ADICION O REMATE CI1 CANAL 8L 5.858 8 100.23 801.84 4 400.92 CI2 CANAL 8L 2.272 8 38.87 310.96 4 155.48 CI3 CANAL 4 0.644 4 5.18 20.72 2 10.36 CI4 CANAL 4 0.58 4 4.66 18.64 2 9.32 CI5 CANAL 4 0.517 4 4.16 16.64 2 8.32 CI6 CANAL 8L 0.453 4 7.75 31.00 2 15.5 CI7 CANAL 8L 0.358 4 6.13 24.52 2 12.26 CI8 PL 1/2×0.194 0.40 8 7.73 61.84 4 30.92 CI9 CANAL 4 0.296 4 2.38 9.52 2 4.76 CI10 CANAL 4 0.241 4 1.94 7.76 2 3.88 CI11 PL. 1/4″x.198 0.198 4 1.95 7.80 2 3.90 CI12 PL. 1/4″x.224 0.224 4 2.50 10.00 2 5.00 CI13 PL. 1/4″x.050 0.40 16 1.99 31.84 8 15.92 CI14 PL. 1/4″x.06 0.06 8 0.09 0.72 4 0.36 CI15 RED. 3/4″ 1.50 4 3.35 13.40 2 6.70 M1 PL.1/2×0.397 0.40 8 15.82 126.56 4 66.28 M2 PL.1/2×0.204 0.42 8 8.13 65.04 4 32.52 M3 PL.1/2×0.254 0.42 8 10.37 82.96 4 41.48 PB1 PL.1/2×0.0.50 0.926 4 69.17 276.68 2 138.34 PB2 PL.1/2×0.220 0.926 8 20.29 162.32 4 81.16 PB3 RED. 3/4″ 0.257 4 0.57 2.28 2 1.14 S U M A E S T R U C T U R A L 2083.04 1041.52 T O R N I L L E R I A TE 3/4″ 8 0.0545 0.44 4 0.22 TC Y TE 5/8″ 2 112 0.136 15.23 56 7.62 TC Y TE 5/8″ 2 1/4″ 144 0.145 20.88 72 10.44 ROLD. PRES 5/8″ 256 0.0085 2.28 128 1.14 PALNUTS 5/8″ 256 0.0043 1.10 128 0.55 S U M A D E T O R N I L L E R I A 39.93 19.97 P E S O T O T A L 2111.97 1061.49 MARCA PERFIL PESO EN KG \A1;400 \A1;51 \A1;412 \A1;412 \A1;51 \A1;926 \A1;500 \A1;30 \A1;30 \A1;135 \A1;652 \A1;135 \A1;60 \A1;60 \A1;60 \A1;40 \A1;220 \A1;2 \A1;2 \A1;2 \A1;2 \A1;120 \A1;121 \A1;51 \A1;51 \A1;99 \A1;99 \A1;99 \A1;99 \A1;148 \A1;148 \A1;51 \A1;51 \A1;179 \A1;179 \A1;52 \A1;52 \A1;51 \A1;51 \A1;20 \A1;20 \A1;102 \A1;102 \A1;32 \A1;240 \A1;60 \A1;60 \A1;40 \A1;67 \A1;60 \A1;67 \A1;194 \A1;400 \A1;397 \A1;100 \A1;400 \A1;13 \A1;204 \A1;50 \A1;100 \A1;100 \A1;100 \A1;50 \A1;400 \A1;204 \A1;322 \A1;322 \A1;51 \A1;51 \A1;258 \A1;258 \A1;51 \A1;51 \A1;112 \A1;112 \A1;112 \A1;112 \A1;290 \A1;290 \A1;51 \A1;51 \A1;40 \A1;60 \A1;60 \A1;81 \A1;60 \A1;60 \A1;39 \A1;25 \A1;25 \A1;226 \A1;227 \A1;51 \A1;52 \A1;52 \A1;51 \A1;20 \A1;20 \A1;102 \A1;102 \A1;20 \A1;20 \A1;339 \A1;41 \A1;85 \A1;85 \A1;85 \A1;41 \A1;87 \A1;221 \A1;239 \A1;102 \A1;19 \A1;19 \A1;44 \A1;400 \A1;13 \A1;410 Ing. Rodolfo Araujo Coronel 1:100 Oct. 14 del 98 DB920- .dwg SE. AGRICOLA HILLO ONCE concepto 1 1 Ing. Rodolfo Araujo Coronel 1:100 Oct. 14 del 98 DB920- .dwg SE. AGRICOLA HILLO ONCE concepto 1 1 5 5 5 5 5 5 5 PB-1 (PL 3/4″) A36 5 5 5 5 5 5 5 5 5 5 5 5 5 5 (PL 1/2″) A36 PB-2 5 5 5 5 5 5 5 5 CI-10 (CANAL 4″)A36 CI-11 (PL 1/4″) A36 5 5 5 5 (CANAL 4″)A36 CI-9 5 5 5 5 5 5 5 5 5 5 32 \A1;7 \A1;7 \A1;7 \A1;7 (CANAL 8″ LIV)A36 CI–7 432.704710546881 432.704710546881 432.704710546881 432.704710546881 432.704710546881 432.704710546881 432.704710546881 432.704710546881 432.704710546881 (PL 1/2″) A36 CI-8 5 5 5 5 (PL 1/2″) A36 M-1 5 5 5 5 5 5 5 5 (PL 1/2″) A36 M-2 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 0.0 227 0.0 0.0 0.0 0.0 0.0 0.0 5 5 5 5 \A1;7 \A1;7 \A1;7 \A1;7 CI-3 (CANAL 4″)A36 CI-5 (CANAL 4″ )A36 CI–4 (CANAL 4″)A36 CI–6 (CANAL 8″ LIV)A36 CI-12 (PL 1/4″) A36 CI-13 (PL 1/2″)A36 5 5 5 5 5 5 5 5 5 5 5 5 44 5 1505.733265806033 5 \A1;200 \A1;200 \A1;412 \A1;412 L I S T A D E M A T E R I A L E S LONGITUD NO. DE NO. DE PESO EN MTS PIEZAS POR PZA TOTAL PIEZAS KG C O L U M N A C 1 C R U J I A ADICION O REMATE CI1 CANAL 8L 5.858 8 100.23 801.84 4 400.92 CI2 CANAL 8L 2.272 8 38.87 310.96 4 155.48 CI3 CANAL 4 0.644 4 5.18 20.72 2 10.36 CI4 CANAL 4 0.580 4 4.66 18.64 2 9.32 CI5 CANAL 4 0.517 4 4.16 16.64 2 8.32 CI6 CANAL 8L 0.453 4 7.75 31.00 2 15.5 CI7 CANAL 8L 0.358 4 6.13 24.52 2 12.26 CI8 PL 1/2×0.194 0.400 8 7.73 61.84 4 30.92 CI9 CANAL 4 0.296 4 2.38 9.52 2 4.76 CI10 CANAL 4 0.241 4 1.94 7.76 2 3.88 CI11 PL. 1/4″x.198 0.198 4 1.95 7.80 2 3.90 CI12 PL. 1/4″x.224 0.224 4 2.50 10.00 2 5.00 CI13 PL. 1/2″x.050 0.400 16 1.99 31.84 8 15.92 CI14 PL. 1/8″x.06 0.060 8 0.09 0.72 4 0.36 CI15 RED. 3/4″ 1.500 4 3.35 13.40 2 6.70 M1 PL.1/2×0.397 0.400 8 15.82 126.56 4 66.28 M2 PL.1/2×0.204 0.420 8 8.13 65.04 4 32.52 M3 PL.1/2×0.254 0.420 8 10.37 82.96 4 41.48 PB1 PL.3/4×0.0.50 0.926 4 69.17 276.68 2 138.34 PB2 PL.1/2×0.220 0.926 8 20.29 162.32 4 81.16 PB3 RED. 3/4″ 0.257 4 0.57 2.28 2 1.14 S U M A E S T R U C T U R A L 2083.04 1041.52 T O R N I L L E R I A TE 3/4″ 8 0.0545 0.44 4 0.22 TC Y TE 5/8″ 2 112 0.136 15.23 56 7.62 TC Y TE 5/8″ 2 1/4″ 144 0.145 20.88 72 10.44 ROLD. PRES 5/8″ 256 0.0085 2.28 128 1.14 PALNUTS 5/8″ 256 0.0043 1.10 128 0.55 S U M A D E T O R N I L L E R I A 39.93 19.97 P E S O T O T A L 2122.97 1061.49 MARCA PERFIL PESO EN KG CI-15 CI-12 CI-14 CI-11 CI-2 M-3 M-1 CI-9 CI-13 CI-7 M-2 M-1 CI-8 ARMADURA T2 3-2 1/4″ TT 3-2 1/4″ TT 3-2 1/4″ TT 3-2 1/4″ TT ARMADURA T4 ARMADURA T5 CI-6 CI-1 CI-5 CI-4 CI-3 6-2 1/4″ TT PB-2 PB-1 B B A A 5 V I S T A A – A 8134 M-3 M-1 M-2 8-2TT CI-8 CI-13 CI-13 6-2 TT ARMADURA T3 T3 6 T3 6 PB-2 PB-1 5 8130 6910 5202 5202 CRUJIA ADICION I S O M E T R I C O CI CI CI CI T1 T1 T2 T4 T5 T5 T4 T2 T3 T3 LOCALIZACION DE COLUMNAS Y ARMADURAS CI-10 5 5 5 5 VSTA B-B’ \A1;1 1/8″ \A1;1 1/8″ COLUMNA C-1, PLANO DE MONTAJE ESTRUCTURA DE 34.5 KV HOJA 4 DE 6 D E S C R I P C I O N ESCALA: 1:125 Dibujo: Propone: FECHA Mod.No. PLANO: No. 6H3K1-30 Aprobo: Reviso: ENERO / 99 Modifico Aprobo Reviso