Final Coliseum DWG Plan for AutoCAD

Final plans for structures, lightweight, plates, etc.

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

profiles of arcs, scale, detail, scale, cut, extreme main profile, scale, bracket, units, main props, fixed, main props, mobile, scale, metal structures roof coverage, drawing, Location, responsable:, Sheet No., flat:, may, date, closed coliseum of coishco, profile detail, tip, tip, typical, typical support, scale, Coveragemetalica, scale, Welding details, scale, metal structures roof coverage, drawing, Location, responsable:, Sheet No., flat:, may, date, closed coliseum of coishco, support coverage, main arches, extreme semiarcos, scale, units, scale, metal structures roof coverage, drawing, Location, responsable:, Sheet No., flat:, may, date, closed coliseum of coishco, Profiles, Welding details, tip, arch detail, axis of symmetry, tip, tip, std, std, typical std joist, std, detail of joists, typical, detail side faces arch, Detail of the arch’s top faces, anchor bolt, hole, cap screw, nut, locknut, detail, arch detail, detail arch ends, std, pl mm, detail side faces arch, Detail of the arch’s top faces, bow brace, brace of joist, detail, joists, typical support, units, arch detail, units, arch detail, units, arch detail, units, arch detail, units, arch detail, units, arch detail, std, std, connector, main tijeral, annular truss, std, std, std, std, std, std, typical view top elevation, std, tip, cut, scale, cut, scale, main tijeral, annular truss, connector tube, scale, section, typical view top elevation, view, cut, scale, metal structures roof coverage, drawing, Location, responsable:, Sheet No., flat:, may, date, closed coliseum of coishco, lattice detail

Raw text data extracted from CAD file:

PERFILES DE ARCOS ESCALA : 1 /5 DETALLE A ESCALA : 1 /10 CORTE A-A PERFIL PRINCIPAL – EXTREMO ESCALA : 1 /200 ESCALA : 1 /200 ESCALA : 1 /10 MENSULA 04 UNIDADES APOYOS PRINCIPALES FIJOS (32 UNIDADES) APOYOS PRINCIPALES MOVILES (12 UNIDADES) ESCALA estructuras metalicas y cobertura de techo DIBUJO UBICACION RESPONSABLE: IM-04 LAMINA Nº PLANO: MAYO 2008 1/200 FECHA coliseo cerrado de coishco DETALLE DE PERFIL 4596.41 2597.52 2597.52 4500.00 4500.00 4500.00 4500.00 4596.41 2597.52 2597.52 4500.00 4500.00 4500.00 2599.70 4600.00 300 500 200 \U+220525.4 300 300 500 300 376 76.2 25.4 200.0 224 12.7 12.7 250 250 12.7 200 200 100 \U+220525.4 25.4 25.4 9.5 300 200 \U+220525.4 120 180 25.4 25.4 4800 4800 2600 4800 4800 2599.98 2600 4500 4500 4500 4500 2600 4500 4500 4500 4500 44856 7500 6000 600 1500 1847 3313 4376 5059 5376 5332 4928 4155 2997 1439 4379 4500 4500 4500 4500 4500 4500 4500 4500 4500 44028 7500 6000 600 1500 1663 3197 4376 5030 5370 5339 4935 4150 2967 1477 3822 4500 4500 4500 4500 4500 4500 4500 4500 4228 42141 7500 6000 600 1500 1416 3067 4257 5030 5370 5325 4877 4017 2722 1571 3070 4500 4500 4500 4500 4500 4500 4500 4500 3094 39138 7500 6000 600 1500 842 2743 4102 4968 5370 5318 4813 3838 2362 1749 1637 4500 4500 4500 4500 4500 4500 4500 4500 1500 38337 7500 6000 600 1500 2154 3805 4847 5330 5276 4681 3519 4168 4500 4500 4500 4500 4500 4500 3795 2058 31971 7500 6000 600 1500 1636 3583 4795 5355 5294 4611 3263 2343 2782 4500 4500 4500 4500 4500 4500 2189 7500 6000 600 1500 1847 3313 4376 5059 5376 4379 4500 4500 4500 4500 44856 400 TIP 350.0 1450 TIP 600.0 38.1 80.0 275.0 300.0 300.0 300.0 300.0 275.0 80.0 25.4 341.6 350.0 600.0 400.0 TIPICO 350.0 400.0 250.0 500.0 250.0 600.0 600.0 350.0 400.0 300.0 200.0 50.0 50.0 400.0 31930 7500 600 1500 1119 2899 4235 4933 2343 3660 4228 4635 300 3667 1119 300 6740 2889 300 8963 4235 300 10126 4933 10126 4912 1000 300 400 300 600.0 350.0 400.0 400.0 300 300 300 APOYO TIPICO ESCALA :1/10 ESCALA :1/10 COBERTURAMETALICA ESCALA : 1 /75 DETALLES DE SOLDADURA ESCALA estructuras metalicas y cobertura de techo DIBUJO UBICACION RESPONSABLE: IM-02 LAMINA Nº PLANO: MAYO 2008 1/200 FECHA coliseo cerrado de coishco COBERTURA Y APOYO ARCOS PRINCIPALES SEMIARCOS EXTREMOS ESCALA : 1 /50 ESCALA : 1 /200 04 UNIDADES 04 UNIDADES 04 UNIDADES 04 UNIDADES ESCALA estructuras metalicas y cobertura de techo DIBUJO UBICACION RESPONSABLE: IM-03 LAMINA Nº PLANO: MAYO 2008 1/200 FECHA coliseo cerrado de coishco PERFILES 350.0 600.0 38.1 384.0 1000.0 830 600.0 48.3 350.0 600.0 350.0 4 4 4 4 4 DETALLES DE SOLDADURA 800 1500 800 TIP 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 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 5 5 5 5 5 A 1 5 7 9 10 6 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 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 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 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 5 5 5 5 5 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE ARCO 10 44856 EJE DE SIMETRIA 400 TIP 5 1450 TIP 5 5 A – A d 1″ STD d 1.5″ STD A A VIGUETA TIPICO \W3.04839; 1Ø ” STD 5 5 5 5 5 5 5 5 5 5 1Ø ” STD \A1;Ø\A1; 1/2 ” STD \A1;Ø\A1; 3/4 ” \A1;Ø\A1; 3/4 ” \A1;Ø\A1; 1/2 ” Ø 1″ DETALLE DE VIGUETAS C C C – C 5 5 Ø 1 1/2 ” Ø 1 1/2 ” Ø 1 ” <> TIPICO DETALLE CARAS LATERALES ARCO 5 Ø 1 1/2 ” Ø 1 1/2 ” Ø 1 ” 5 DETALLE CARAS SUPERIOR DEL ARCO 5 5 5 5 5 5 5 5 5 5 5 5 PL 3/8 ” PL 3/8 ” Perno Anclaje Agujero 1 1/2 ” Perno d 1 1/2″ TUERCA CONTRATUERCA 5 5 5 5 5 5 5 5 5 5 5 5 5 G H I J 1 2 2 4 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE J DETALLE I DETALLE H DETALLE G DETALLE ARCO J 1 5 5 DETALLE ARCO EXTREMOS Ø 3/8 ” Ø 1 ” Ø 1 ” PL 3/8″ 5 5 \W6.49489; Ø 1 1/2 ” STD Ø 1 1/2 ” Ø 1 1/2 ” PL 300 x 300 x 9.5 mm Ø 1 1/2 ” 5 Ø 1 ” Ø 1 ” 5 5 Ø 1 1/2 ” Ø 1 1/2 ” Ø 1 ” 5 DETALLE CARAS LATERALES ARCO 5 Ø 1 1/2 ” Ø 1 1/2 ” Ø 1 ” 5 DETALLE CARAS SUPERIOR DEL ARCO 5 PL 3/8″ 5 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 7 B C D E F G H I J K L M N O P Q R S T ARRIOSTE DE ARCO \W6.92751; Ø 3 / 8 ” ARRIOSTE DE ARCO \W6.92751; Ø 3 / 8 ” ARRIOSTE DE ARCO \W6.92751; Ø 3 / 8 ” ARRIOSTE DE ARCO \W6.92751; Ø 3 / 8 ” ARRIOSTE DE ARCO \W6.92751; Ø 3 / 8 ” ARRIOSTE DE ARCO \W6.92751; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” ARRIOSTE DE VIGUETA \W9.69663; Ø 3 / 8 ” 5 DETALLE A DETALLE A L 1″ x 1″x 1/8″ x 2″ d 1 ” 3 3 4 4 4 4 4 4 VIGUETAS APOYO TIPICO 02 UNIDADES DETALLE ARCO 8 02 UNIDADES DETALLE ARCO 7 02 UNIDADES DETALLE ARCO 6 02 UNIDADES DETALLE ARCO 10 02 UNIDADES DETALLE ARCO 9 02 UNIDADES DETALLE ARCO 5 5 5 5 d 1″ STD d 1.5″ STD 4 4 PL 3/8″ 4 4 4 \A1;d 1″ STD 5 5 6 4 4 6 4 4 PL 1/2 ” PL 1/2 ” 830 CONECTOR TIJERAL PRINCIPAL Y/O TIJERAL ANULAR B B 5 5 d 1″ STD d 1 1/2″ STD 4 5 5 d 1″ STD d 1.5″ STD 4 4 1Ø ” STD \A1;Ø\A1; 1/2 ” STD \A1;Ø\A1; 3/4 ” \A1;Ø\A1; 1/2 ” STD \A1;Ø\A1; 3/4 ” Ø 1″ STD Ø 1″ STD Ø 1″ STD Ø 1″ STD Ø 1 1/2 ” STD Ø 1 1/2 ” STD Ø 1 1/2 ” STD 4 4 \A1;Ø\A1; 3/4 ” STD d 1 1/2″ STD VISTA TIPICA ELEVACION SUPERIOR D D \A1;L 1 \A1;\S1/2; ” x 1 \A1;\S1/2;” x \A1;\S1/8;” \A1;Ø\A1; 1 ” \A1;Ø\A1; 1 1/2 “” 4 \A1;D – D 5 4 \A1;Ø\A1; 1/2 ” STD \A1;Ø\A1; 3/4 ” STD \A1;Ø\A1; 1/2 ” STD \A1;d 1 \S1/2; ” STD \A1;d 1 ” STD \A1;d 1 \S1/2; ” STD Ø 1 1/2 ” 4 4 Ø 1 ” Ø 1 1/2 ” Ø 1 1/2 ” 4 Ø 1 ” Ø 1 1/2 ” 4 Ø 1/2 ” \A1;PL \S1/2;” \A1;PL \S3/8;” 4 Ø 1 1/2 ” Ø 1 ” 800 1500 800 TIP CORTE A – A E E ESCALA : 1 /50 ESCALA : 1 /50 ESCALA : 1 /50 CORTE C- C ESCALA : 1 /20 TIJERAL PRINCIPAL TIJERAL ANULAR TUBO CONECTOR ESCALA : 1 /10 ESCALA : 1 /1 SECCION D – D VISTA TIPICA ELEVACION SUPERIOR VISTA B-B CORTE E – E ESCALA estructuras metalicas y cobertura de techo DIBUJO UBICACION RESPONSABLE: IM-05 LAMINA Nº PLANO: MAYO 2008 1/200 FECHA coliseo cerrado de coishco DETALLE DE CELOSIAS