Details Metallic Stairways Over Industrial Platform DWG Detail for AutoCAD

Metallic stairways over industrial platform

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

existing, structure, existing, structure, existing, existing, New structure, New structure, shaft cut, esc, 11 ‘, shaft cut, cut, shaft cut, esc, unscaled, cut, platinum body guard, platen, cut, platinum body guard, platen, cap screw, tip., unscaled, license plate, cap screw, cat ladder type, scale, ladder type, scale, brackets detail, for vertically adjustable type supports, of pipe, scale, license plate, for fixed pipe supports, license plate, extremes, platen, cap screw, ladder type, scale, detail, detail, detail, existing structure, New structure, existing structure, New structure, scale, ladder type, 11 ‘, cap screw, existing structure, esc, cutting shafts, detail, detail, detail, 11 ‘, New structure, detail, detail, detail, detail, detail, New structure, detail, detail, detail, detail, detail, detail, detail, detail, tube note, note, Grille, step on the pipe, license plate, reinforcement, license plate, existing, channel, for recreation plan, for recreation plan, for recreation plan, recreate, Det. in, flat, Det. in, recreate, Det. in, flat, Det. in, recreate, Det. in, flat

Raw text data extracted from CAD file:

XX \A1;3048 \A1;2666 \A1;2970 \A1;3048 \A1;3048 \A1;3048 38 \A1;2440 R=430 294 294 225 225 265 265 R=430 381 381 225 225 265 265 622 311 4791 16 @ 292.4 ~ 4679 112 450 292 1300 400 \A1;486 5 @ 230 = 1150 822 650 230 (TIP.) 500 900 751 400 700 224 H 240 224 200 635 195 195 195 850 1148 626 798 380 \A1;1100 38 \A1;1550 \A1;258 (TIP.) \A1;ESTRUCTURA EXISTENTE \A1;ESTRUCTURA EXISTENTE \A1;NUEVA ESTRUCTURA \A1;ESTRUCTURA EXISTENTE \A1;NUEVA ESTRUCTURA \A1;ESTRUCTURA EXISTENTE 38 302 (TIP.) 600 450 \A1;622 \A1;3 @ 302.6 = 908 \A1;ESTRUCTURA EXISTENTE \A1;2970 \A1;3048 \A1;2726 (VERDADERA MAGNITUD) \A1;2964 \A1;254 \A1;225 \A1;762 \A1;42.8° \A1;39.2° \A1;50.3° \A1;51.1° \A1; NUEVA ESTRUCTURA \A1;300 \A1;2200 \A1;2500 \A1;200 \A1;319 \A1;225 \A1;762 \A1;42.8° \A1;50.3° \A1;51.1° \A1;38.5° \A1;1050 \A1;1351 \A1; NUEVA ESTRUCTURA \A1;254 \A1;850 \A1;850 \A1;370 \A1;762 \A1;850 \A1;225 \A1;762 \A1;225.0 \A1;4000 \A1;225 \A1;762 \A1;42.4° \A1;42.4° \A1;42.4° \A1;42.4° \A1;850 850 \A1;200 \A1;200 311 450 \A1;622 311 \A1;300 \A1;614 \A1;R=125 \A1;1500×1500 \A1;300 \A1;1200 \A1;1500 \A1;200 \A1;894 \A1;950 \A1;R=125 \A1;300 600 \A1;R=125 \A1;R=125 600 \A1;300 CORTE 6-6 EJE 12″ ESC 1:25 N+9100 O N VR-T-2 C L M’ LL’ 2970 5 5 5 N + 0000 O N CORTE 7-7 EJE 14 VR-D-201 CORTE 8-8 N + 0000 O N 5 CORTE 9-9 EJE 16 N + 0000 5 O N ESC 1:25 ESC 1:25 ESC 1:25 15709.06612579392 -122.3145408185082 SIN ESCALA CORTE B-B GUARDACUERPO PLATINA -4109.068603925254 40° -4109.068603925254 -4109.068603925254 -4109.068603925254 -4109.068603925254 265 265 51×7.9 51×7.9 PLATINA CORTE A-A GUARDACUERPO PLATINA -7263.831508029405 51×7.9 40° -7263.831508029405 -7263.831508029405 -7263.831508029405 -7263.831508029405 265 265 51×7.9 PLATINA -2061.931883467256 -2061.931883467256 -122.3145408185082 -598.1265965925413 PERNO d19.1 L 76×7.9×60 \Fromans.shx;C10x25 -598.1265965925413 -2061.931883467256 N +6887 6 9 TIP. d22.2 N +10642 -1290.314540818508 (TIP.) SIN ESCALA 5 6881.831483157766 5 PLACA e=12.7 L 76×7.9 5 @ 230 = <> PERNO d19.1 8 5 5 6 -259.1365160263376 6 5 d22.2 5 ESCALERA DE GATO TIPO 1 N+6887 A N+10650 ESCALA : 1:25 5 5 ESCALERA TIPO 3 ESCALA : 1:25 DETALLE DE SOPORTES H= 153 PARA APOYOS TIPO A AJUSTABLES VERTICALMENTE DE TUBERIA ESCALA : 1:25 200×10 PLACA (H-25.4)x182x12.7 5007.341984601575 5007.341984601575 H= 178 PARA APOYOS FIJOS DE TUBERIA 5007.341984601575 6 PLACA 700x635x12.7 200 6 5007.341984601575 5007.341984601575 5007.341984601575 5007.341984601575 5007.341984601575 5007.341984601575 5007.341984601575 EXTREMOS A 8 A B -598.1265965925413 B -598.1265965925413 PLATINA 51×7.9 -2026.049938476204 -2026.049938476204 -122.3145408185337 N +9092 -259.1365160263376 C10x25 12 N+6887 PERNO d19.1 -1265.140602889893 ESCALERA TIPO 2 ESCALA : 1:25 -629.3316335452837 -629.3316335452837 d22.2 6 W10x33 W10x33 DETALLE K DETALLE H 2 102×9.5 2 102×9.5 N+9100 DETALLE H 2 102×9.5 2 102×9.5 DETALLE G1 DETALLE W ESTRUCTURA EXISTENTE ESTRUCTURA EXISTENTE ESTRUCTURA EXISTENTE NUEVA ESTRUCTURA ESTRUCTURA EXISTENTE NUEVA ESTRUCTURA N+9100 -1008.323983282875 -629.3316335452837 ESCALA : 1:25 ESCALERA TIPO 4 N+10008 -629.3316335452837 -629.3316335452837 -629.3316335452837 -629.3316335452837 5 LL’ 6 8 9 9 16 8 7 6 5 M’ N O 7 12 12′ 14 PERNO d19.1 W10x33 ESTRUCTURA EXISTENTE N+4852 N+5500 ESC 1:75 CORTE 5-5 EJES 12 y 12′ N + 0000 DETALLE B2 DETALLE H DETALLE G2 W10x22 DETALLE W W10x60 W10x22 2970 DETALLE K 2 102×9.5 2 102×9.5 W10x33 W10x33 N+9100 5 N O <> (VERDADERA MAGNITUD) M’ W10x33 L VR-T-2 C VR-T-201 L C 2964 LL’ 254 5 N+10650 5 W10x22 W10x22 W10x22 W10x22 W10x22 W10x22 W10x33 W10x33 2 102×9.5 2 102×9.5 2 102×9.5 2 102×9.5 2 102×9.5 2 102×9.5 2 102×9.5 2 102×9.5 5 5 5 5 VC 300×300 NUEVA ESTRUCTURA CC 400×400 -1000.0 2200 2500 5 DETALLE E DETALLE A1 DETALLE F 319 DETALLE B2 N + 0000 5 VC 300×300 N+4852 DETALLE E DETALLE K 2 102×9.5 DETALLE H 2 102×9.5 5 2 102×9.5 2 102×9.5 N+5500 5 2 102×9.5 2 102×9.5 2 102×9.5 2 102×9.5 W10x22 2 102×9.5 W10x22 5 5 2 102×9.5 DETALLE G2 5 CC 400×400 5 1351 NUEVA ESTRUCTURA 254 5 5 C10x25 C10x25 5 N+4852 VC 300×300 DETALLE B2 5 5 W10x33 W10x33 C10x25 W10x22 N+9100 N+6887 5 DETALLE G2 5 DETALLE K DETALLE G1 W10x33 W10x33 N+4852 VC 300×300 DETALLE B2 5 C10x25 N+6887 W10x22 5 C L W10x22 C10x25 DETALLE G2 DETALLE B2 VC 300×300 N+4852 5 W10x33 DETALLE K W10x33 5 DETALLE A1 5 N+5383 N+5383 5 N+5383 5 N+5383 2 102×9.5 2 102×9.5 5 DETALLE H N+5383 5 N+9100 N+6633 -598.1265965925413 -598.1265965925413 \A1;C10x25 C8x11.5 C8x11.5 961.0234034074529 \A1;C10x25 6 N+9100 A N+10650 -4537.523260241142 -4519.523260241142 N+10650 6 N+9100 A N+10008 TUBO d51 (VEASE NOTA 2) d22.2 6 -621.3316335452837 -621.3316335452837 -629.3316335452837 5 N+9100 \A1;BARANDA d51 (VEASE NOTA 2) \A1;L 51×6.4 N+10258 REJILLA DE 1″x1/8″ PASO SOBRE LA TUBERIA PLACA e=7.9 \A1;PLACA REFUERZO e=6.4 PLACA e=12.7 6 L 76×7.9 L 76×7.9 EXISTENTE CANAL -629.3322956375669 VC 300×300 CC 400×400 \A1;ZAPATAS POR RECRECER (VEASE PLANO 06-Q-B-100-B) \A1;ZAPATAS POR RECRECER (VEASE PLANO 06-Q-B-100-B) VC 300×300 \A1;ZAPATAS POR RECRECER (VEASE PLANO 06-Q-B-100-B) 1500×1500 0.0 0.0 0.0 0.0 \A1;VC 400×600 5 5 \A1;ZAPATAS POR RECRECER (VEASE PLANO 06-Q-B-100-B) N+2932 N+2932 C10x25 C10x25 R=125 5 5 R=125 5 5 R=125 RECRECER A 450×450 (VEASE DET. (1) EN PLANO 06-Q-B-100-B) PLANO 06-Q-B-100-B) (VEASE DET. (1) EN RECRECER A 450×450 RECRECER A 450×450 (VEASE DET. (1) EN PLANO 06-Q-B-100-B) PLANO 06-Q-B-100-B) (VEASE DET. (1) EN RECRECER A 450×450 RECRECER A 450×450 (VEASE DET. (1) EN PLANO 06-Q-B-100-B) 3