Electrical Sub Station DWG Block for AutoCAD

For medium voltage electrical metalwork

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

Metal plate mm mm, Union plate, Esc:, Profile in, beam, Esc:, Slide rail, Anchor rail, Esc:, column, Profile in, Esc:, Detail of encounter lateral view, Beam profile on, Profile column in, Metal plate, Transformer holder, Anchor rail, cap screw, Esc:, cap screw, Transformer holder, Profile in, Anchor rail, cap screw, Front view meeting detail, Esc:, Profile column in, Beam profile on, cap screw, Column meeting with beam, Metal plate, Esc:, Column encounter with lower slab, Esc:, Profile in, cap screw, Column joint with support beam, Esc:, Profile in, Masonry wall, cap screw, Beam joist support with wall, Esc:, beam, column, anchorage, Horizontal reinforcement, column, Reinforcing beam, beam, Metal plate, Transformer holder, Anchor rail, cap screw, Profile column in, Beam profile on, column, Reinforcing beam, beam, Anchor rail, Distribution channel system for cells, cut, Detail of column girder encounter, Esc:, beam, Support between columns, column, Support towards the wall, General isometry, Esc:, cut, Esc:, lifting, Feathers for plotting, Blue, green, net, White, Cyan, Yellow, magenta, rest, cut, cut, cut, cut, cut, cut, Floor level plant, cut, cut, cut, Detail of encounters of reinforcing beams with column, Esc:, column, Wall support beam, Support beam between columns, Detail of column meeting with slab, Esc:, column

Raw text data extracted from CAD file:

\A1;4.5mm \A1;.0175 \A1;.0322 \A1;.0175 \A1;4.5mm \A1;4.5mm \A1;.0508 \A1;.0290 \A1;.0060 \A1;.0060 \A1;.0060 \A1;.0150 \A1;.0060 \A1;.0060 \A1;.0390 \A1;.0508 \A1;.0350 \A1;.0706 \A1;4.5mm \A1;.0175 \A1;.0322 \A1;.0175 \A1;4.5mm \A1;4.5mm \A1;.0508 \A1;.45 PLACA METALICA 3″ x 2″ mm e= 4.5 mm 0.0507999999999811 PLACA DE UNION Esc: 1/1 0.0706000000001268 PERFIL EN “C” 3″ x 2″ e= 4.5mm 4.5mm 0.0174999999999273 0.0321999999999889 0.0174999999999841 4.5mm 4.5mm 5 5 0.0508000000000948 5 5 5 VIGA Esc: 1/1 0.0290000000000532 0.0059999999999718 5 0.005999999999915 0.0150000000000432 0.0059999999999718 5 1.5mm 5 1.5mm RIEL DE CORREDERA e= 1.5mm 0.0389999999999873 5 RIEL DE ANCLAJE Esc: 1/1 COLUMNA 4.5mm 0.0174999999999273 0.0321999999999889 0.0174999999999841 4.5mm 4.5mm 5 5 0.0508000000000948 5 5 5 PERFIL EN “C” 3″ x 2″ e= 4.5mm Esc: 1/1 DETALLE DE ENCUENTRO VISTA LATERAL VIGA PERFIL EN “C” 3″ x 2″ COLUMNA PERFIL EN “C” 3″ x 2″ PLACA METALICA SOPORTE DEL TRANSFORMADOR RIEL DE ANCLAJE PERNO Ø\H0.92311x; 3/8″ 5 Esc: 1/1 4.5mm 5 5 5 4.5mm 5 5 0.035000000000025 5 0.0761999999999716 PERNO 3/8″ SOPORTE DEL TRANSFORMADOR PERFIL EN “C” 3″ x 2″ RIEL DE ANCLAJE PERNO Ø\H0.92311x; 3/8″ DETALLE DE ENCUENTRO VISTA FRONTAL Esc: 1/1 5 4.5mm 0.0068000000000552 4.5mm 5 5 0.0270000000005552 COLUMNA PERFIL EN “C” 3″ x 2″ VIGA PERFIL EN “C” 3″ x 2″ PERNO Ø\H0.92311x; 3/8″ ENCUENTRO DE COLUMNA CON VIGA 5 PLACA METALICA 0.0761999999998579 0.019999999999925 0.0200000000000387 0.0762000000000285 Esc: 1/1 ENCUENTRO DE COLUMNA CON LOSA INFERIOR 0.0761999999999716 0.0500000000000114 Esc: 1/1 PERFIL EN “C” 3″ x 2″ PERFIL EN “C” 3″ x 2″ PERNO Ø\H0.92311x; 3/8″ ENCUENTRO DE COLUMNA CON VIGA DE SOPORTE 5 5 Esc: 1/1 PERFIL EN “C” 3″ x 2″ MURO DE ALBAÑILERIA PERNO Ø\H0.92311x; 3/8″ ENCUENTRO DE VIGA DE SOPORTE CON MURO 5 5 5 5 Esc: 1/1 \A1;4.5mm \A1;.0463 \A1;.0762 \A1;.0220 \A1;.0220 \A1;4.5mm \A1;.0463 \A1;.0762 \A1;.0220 \A1;.0220 \W8.08392; VIGA \W3.30557; COLUMNA \W4.39319; ANCLAJE REFUERZO HORIZONTAL <> <> <> <> <> 5 5 5 1 1 2 2 <> <> <> <> <> <> \W3.30557; COLUMNA VIGA DE REFUERZO \W0.83392; VIGA <> 2″ <> <> <> <> 5 <> <> <> <> <> <> <> 5 \A1;1.5mm \A1;.0360 \A1;1.5mm \A1;.0350 PLACA METALICA SOPORTE DEL TRANSFORMADOR RIEL DE ANCLAJE PERNO Ø\H0.92311x; 3/8″ COLUMNA PERFIL EN “C” 3″ x 2″ VIGA PERFIL EN “C” 3″ x 2″ \A1;.0068 \A1;.0270 2″ 2″ 2″ 2″ 3″ 3″ 3″ \A1;.0762 \A1;.0500 \A1;.0762 \A1;.0200 \A1;.0200 \A1;.0762 \A1;.0762 \A1;.37 \A1;.45 \A1;.35 <> <> <> 5 <> 5 COLUMNA \W5.70544; VIGA DE \W5.70544; REFUERZO \W3.40552; VIGA <> \W7.18858; RIEL DE \W7.18858; ANCLAJE \A1;.0508 \A1;4.5mm \A1;.0175 \A1;.0322 \A1;.0175 \A1;4.5mm \A1;.0220 \A1;.0220 \A1;.0390 \A1;.0350 \A1;4.5mm \A1;4.5mm \A1;.0418 \A1;.0508 \A1;.10 \A1;.82 \A1;.15 \A1;.55 \A1;.05 \A1;1.15 \A1;.17 \A1;4.80 \A1;.40 \A1;5.35 \A1;.15 \A1;3.00 \A1;4.25 \A1;.20 \A1;1.20 \A1;.30 \A1;7.92 \A1;.30 \A1;5.87 \A1;.25 \A1;1.20 \A1;.17 \A1;6.00 \A1;3.90 \A1;.40 \A1;4.45 \A1;.15 \A1;1.20 \A1;.25 \A1;7.87 \A1;.30 \A1;5.87 \A1;.25 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.05 \A1;.79 \A1;2.25 \A1;3.00 \A1;4.15 \A1;.20 \A1;.80 \A1;.15 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;7.37 \A1;.25 \A1;7.87 \A1;.25 \A1;4.80 \A1;5.35 \A1;.15 \A1;3.80 \A1;.15 \A1;.15 \A1;5.25 \A1;4.25 \A1;3.90 \A1;.15 \A1;.20 \A1;3.00 \A1;.70 \A1;3.35 \A1;.40 \A1;.20 \A1;.16 \A1;.20 \A1;1.10 \A1;1.28 \A1;1.10 \A1;3.98 \A1;.23 \A1;1.28 \A1;.16 \A1;.25 \A1;.10 \A1;2.15 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.90 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;4.50 \A1;.20 \A1;.10 \A1;1.48 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.15 \A1;.90 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.10 \A1;2.43 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.75 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.10 \A1;2.43 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.25 \A1;1.20 \A1;6.00 \A1;7.87 \A1;.17 \A1;.25 \A1;.25 \A1;3.50 \A1;4.00 \A1;.25 \A1;.25 \A1;4.00 \A1;1.10 \A1;.16 \A1;1.28 \A1;.16 \A1;.80 \A1;.25 \A1;7.37 \A1;7.87 \A1;.25 \A1;.05 \A1;.05 \A1;4.80 \A1;5.35 \A1;.15 \A1;3.00 \A1;.15 \A1;4.45 \A1;.70 \A1;.40 \A1;.16 \A1;.20 \A1;1.10 \A1;.80 \A1;1.28 \A1;1.10 \A1;3.98 \A1;.23 \A1;1.28 \A1;.16 \A1;.25 \A1;.90 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.10 \A1;2.43 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.05 \A1;.79 \A1;2.25 \A1;3.00 \A1;4.15 \A1;.20 \A1;.80 \A1;.15 \A1;7.37 \A1;.25 \A1;7.87 \A1;.25 \A1;.90 \A1;.15 \A1;.15 \A1;5.95 \A1;2.00 \A1;.25 \A1;.75 \A1;.20 \A1;.70 \A1;.40 \A1;.78 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.05 \A1;.40 \A1;.16 \A1;.80 \A1;.73 \A1;.23 \A1;1.10 \A1;.15 \A1;.82 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.05 \A1;3.00 \A1;1.00 \A1;.82 \A1;.15 \A1;3.00 \A1;.82 \A1;.15 \A1;3.00 \A1;.25 \A1;.30 \A1;.15 \A1;.30 \A1;1.78 \A1;.82 \A1;5.90 \A1;.05 \A1;1.09 \A1;4.09 \A1;.78 \A1;.40 \A1;.16 \A1;.73 \A1;.23 \A1;.82 \A1;.15 \A1;3.00 \A1;.78 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.05 \A1;.05 \A1;.37 \A1;Variable \A1;.0762 \A1;.0508 \A1;.0508 \A1;.0500 \A1;.0508 \A1;.0508 \A1;.0500 \A1;.15 \A1;.93 \A1;.15 \A1;.93 \A1;.93 \A1;.93 \A1;.93 \A1;4.95 \A1;.95 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.30 \A1;2″ \A1;.93 \A1;.15 \A1;.95 \A1;.55 \A1;.90 \A1;4.95 \A1;.93 \A1;.93 \A1;.93 \A1;.93 \A1;.15 \A1;3″ \A1;3″ \A1;3″ \A1;2″ \A1;2″ \A1;2″ \A1;2″ PLANTA DE DISTRIBUCION DE CANALETAS PARA CELDAS CORTE 1 – 1 DETALLE DE ENCUENTRO COLUMNA Y VIGA Esc: S/N VIGA SOPORTE ENTRE COLUMNAS COLUMNA SOPORTE HACIA EL MURO ISOMETRIA GENERAL Esc: S/N Esc: 1/10 Esc: 1/10 CORTE 2 – 2 Esc: 1/10 A C D F A C D F 1′ 2 3 1′ 2 3 G G 2 3 2 3 .40 LEVANTAMIENTO PLUMAS PARA PLOTEO .40 BLUE GREEN .20 RED .10 WHITE .10 201 .25 9 .05 CYAN .20 YELLOW .25 .50 MAGENTA RESTO 170 .40 40 132 8 .10 .05 .25 CORTE 3 – 3 CORTE 2 – 2 CORTE 1 – 1 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 5 CORTE A – A 5 5 5 5 5 5 5 5 CORTE C – C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE D – D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE E – E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE G – G 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 Nivel= – 3.90 Nivel= ± 0.00 PLANTA LOSA NIVEL – 3.90 m PLANTA LOSA NIVEL ± 0.00 B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B – B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE F – F 5 E E A C D F A C D F G G B B E E CORTE 1′ – 1′ 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 1 1 5 1′ 1′ 1 1 DETALLE DE ENCUENTROS DE VIGAS DE REFUERZO CON COLUMNA Esc: S/N COLUMNA “C” 3″ x 2″ VIGA DE SOPORTE CONTRA MURO “C” 3″ x 2″ VIGA DE SOPORTE ENTRE COLUMNAS “C” 3″ x 2″ \A1;PERNO \A0;Ø\A1;\H0.92311x; 3/8″ DETALLE DE ENCUENTRO DE COLUMNA CON LOSA Esc: S/N COLUMNA “C” 3″ x 2″ \A1;PERNO \A0;Ø\A1;\H0.92311x; 3/8″

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

Metal plate mm mm, Union plate, Esc:, Profile in, beam, Esc:, Slide rail, Anchor rail, Esc:, column, Profile in, Esc:, Detail of encounter lateral view, Beam profile on, Profile column in, Metal plate, Transformer holder, Anchor rail, cap screw, Esc:, cap screw, Transformer holder, Profile in, Anchor rail, cap screw, Front view meeting detail, Esc:, Profile column in, Beam profile on, cap screw, Column meeting with beam, Metal plate, Esc:, Column encounter with lower slab, Esc:, Profile in, cap screw, Column joint with support beam, Esc:, Profile in, Masonry wall, cap screw, Beam joist support with wall, Esc:, beam, column, anchorage, Horizontal reinforcement, column, Reinforcing beam, beam, Metal plate, Transformer holder, Anchor rail, cap screw, Profile column in, Beam profile on, column, Reinforcing beam, beam, Anchor rail, Distribution channel system for cells, cut, Detail of column girder encounter, Esc:, beam, Support between columns, column, Support towards the wall, General isometry, Esc:, cut, Esc:, lifting, Feathers for plotting, Blue, green, net, White, Cyan, Yellow, magenta, rest, cut, cut, cut, cut, cut, cut, Floor slab level, cut, cut, cut, Detail of encounters of reinforcing beams with column, Esc:, column, Wall support beam, Support beam between columns, Detail of column meeting with slab, Esc:, column

Raw text data extracted from CAD file:

\A1;4.5mm \A1;.0175 \A1;.0322 \A1;.0175 \A1;4.5mm \A1;4.5mm \A1;.0508 \A1;.0290 \A1;.0060 \A1;.0060 \A1;.0060 \A1;.0150 \A1;.0060 \A1;.0060 \A1;.0390 \A1;.0508 \A1;.0350 \A1;.0706 \A1;4.5mm \A1;.0175 \A1;.0322 \A1;.0175 \A1;4.5mm \A1;4.5mm \A1;.0508 \A1;.45 PLACA METALICA 3″ x 2″ mm e= 4.5 mm 0.0507999999999811 PLACA DE UNION Esc: 1/1 0.0706000000001268 PERFIL EN “C” 3″ x 2″ e= 4.5mm 4.5mm 0.0174999999999273 0.0321999999999889 0.0174999999999841 4.5mm 4.5mm 5 5 0.0508000000000948 5 5 5 VIGA Esc: 1/1 0.0290000000000532 0.0059999999999718 5 0.005999999999915 0.0150000000000432 0.0059999999999718 5 1.5mm 5 1.5mm RIEL DE CORREDERA e= 1.5mm 0.0389999999999873 5 RIEL DE ANCLAJE Esc: 1/1 COLUMNA 4.5mm 0.0174999999999273 0.0321999999999889 0.0174999999999841 4.5mm 4.5mm 5 5 0.0508000000000948 5 5 5 PERFIL EN “C” 3″ x 2″ e= 4.5mm Esc: 1/1 DETALLE DE ENCUENTRO VISTA LATERAL VIGA PERFIL EN “C” 3″ x 2″ COLUMNA PERFIL EN “C” 3″ x 2″ PLACA METALICA SOPORTE DEL TRANSFORMADOR RIEL DE ANCLAJE PERNO Ø\H0.92311x; 3/8″ 5 Esc: 1/1 4.5mm 5 5 5 4.5mm 5 5 0.035000000000025 5 0.0761999999999716 PERNO 3/8″ SOPORTE DEL TRANSFORMADOR PERFIL EN “C” 3″ x 2″ RIEL DE ANCLAJE PERNO Ø\H0.92311x; 3/8″ DETALLE DE ENCUENTRO VISTA FRONTAL Esc: 1/1 5 4.5mm 0.0068000000000552 4.5mm 5 5 0.0270000000005552 COLUMNA PERFIL EN “C” 3″ x 2″ VIGA PERFIL EN “C” 3″ x 2″ PERNO Ø\H0.92311x; 3/8″ ENCUENTRO DE COLUMNA CON VIGA 5 PLACA METALICA 0.0761999999998579 0.019999999999925 0.0200000000000387 0.0762000000000285 Esc: 1/1 ENCUENTRO DE COLUMNA CON LOSA INFERIOR 0.0761999999999716 0.0500000000000114 Esc: 1/1 PERFIL EN “C” 3″ x 2″ PERFIL EN “C” 3″ x 2″ PERNO Ø\H0.92311x; 3/8″ ENCUENTRO DE COLUMNA CON VIGA DE SOPORTE 5 5 Esc: 1/1 PERFIL EN “C” 3″ x 2″ MURO DE ALBAÑILERIA PERNO Ø\H0.92311x; 3/8″ ENCUENTRO DE VIGA DE SOPORTE CON MURO 5 5 5 5 Esc: 1/1 \A1;4.5mm \A1;.0463 \A1;.0762 \A1;.0220 \A1;.0220 \A1;4.5mm \A1;.0463 \A1;.0762 \A1;.0220 \A1;.0220 \W8.08392; VIGA \W3.30557; COLUMNA \W4.39319; ANCLAJE REFUERZO HORIZONTAL <> <> <> <> <> 5 5 5 1 1 2 2 <> <> <> <> <> <> \W3.30557; COLUMNA VIGA DE REFUERZO \W0.83392; VIGA <> 2″ <> <> <> <> 5 <> <> <> <> <> <> <> 5 \A1;1.5mm \A1;.0360 \A1;1.5mm \A1;.0350 PLACA METALICA SOPORTE DEL TRANSFORMADOR RIEL DE ANCLAJE PERNO Ø\H0.92311x; 3/8″ COLUMNA PERFIL EN “C” 3″ x 2″ VIGA PERFIL EN “C” 3″ x 2″ \A1;.0068 \A1;.0270 2″ 2″ 2″ 2″ 3″ 3″ 3″ \A1;.0762 \A1;.0500 \A1;.0762 \A1;.0200 \A1;.0200 \A1;.0762 \A1;.0762 \A1;.37 \A1;.45 \A1;.35 <> <> <> 5 <> 5 COLUMNA \W5.70544; VIGA DE \W5.70544; REFUERZO \W3.40552; VIGA <> \W7.18858; RIEL DE \W7.18858; ANCLAJE \A1;.0508 \A1;4.5mm \A1;.0175 \A1;.0322 \A1;.0175 \A1;4.5mm \A1;.0220 \A1;.0220 \A1;.0390 \A1;.0350 \A1;4.5mm \A1;4.5mm \A1;.0418 \A1;.0508 \A1;.10 \A1;.82 \A1;.15 \A1;.55 \A1;.05 \A1;1.15 \A1;.17 \A1;4.80 \A1;.40 \A1;5.35 \A1;.15 \A1;3.00 \A1;4.25 \A1;.20 \A1;1.20 \A1;.30 \A1;7.92 \A1;.30 \A1;5.87 \A1;.25 \A1;1.20 \A1;.17 \A1;6.00 \A1;3.90 \A1;.40 \A1;4.45 \A1;.15 \A1;1.20 \A1;.25 \A1;7.87 \A1;.30 \A1;5.87 \A1;.25 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.05 \A1;.79 \A1;2.25 \A1;3.00 \A1;4.15 \A1;.20 \A1;.80 \A1;.15 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;7.37 \A1;.25 \A1;7.87 \A1;.25 \A1;4.80 \A1;5.35 \A1;.15 \A1;3.80 \A1;.15 \A1;.15 \A1;5.25 \A1;4.25 \A1;3.90 \A1;.15 \A1;.20 \A1;3.00 \A1;.70 \A1;3.35 \A1;.40 \A1;.20 \A1;.16 \A1;.20 \A1;1.10 \A1;1.28 \A1;1.10 \A1;3.98 \A1;.23 \A1;1.28 \A1;.16 \A1;.25 \A1;.10 \A1;2.15 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.90 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;4.50 \A1;.20 \A1;.10 \A1;1.48 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.15 \A1;.90 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.10 \A1;2.43 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.75 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.10 \A1;2.43 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.25 \A1;1.20 \A1;6.00 \A1;7.87 \A1;.17 \A1;.25 \A1;.25 \A1;3.50 \A1;4.00 \A1;.25 \A1;.25 \A1;4.00 \A1;1.10 \A1;.16 \A1;1.28 \A1;.16 \A1;.80 \A1;.25 \A1;7.37 \A1;7.87 \A1;.25 \A1;.05 \A1;.05 \A1;4.80 \A1;5.35 \A1;.15 \A1;3.00 \A1;.15 \A1;4.45 \A1;.70 \A1;.40 \A1;.16 \A1;.20 \A1;1.10 \A1;.80 \A1;1.28 \A1;1.10 \A1;3.98 \A1;.23 \A1;1.28 \A1;.16 \A1;.25 \A1;.90 \A1;4.25 \A1;.15 \A1;.20 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.10 \A1;2.43 \A1;3.50 \A1;.25 \A1;4.00 \A1;.25 \A1;.15 \A1;3.00 \A1;3.35 \A1;.20 \A1;.05 \A1;.79 \A1;2.25 \A1;3.00 \A1;4.15 \A1;.20 \A1;.80 \A1;.15 \A1;7.37 \A1;.25 \A1;7.87 \A1;.25 \A1;.90 \A1;.15 \A1;.15 \A1;5.95 \A1;2.00 \A1;.25 \A1;.75 \A1;.20 \A1;.70 \A1;.40 \A1;.78 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.05 \A1;.40 \A1;.16 \A1;.80 \A1;.73 \A1;.23 \A1;1.10 \A1;.15 \A1;.82 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.05 \A1;3.00 \A1;1.00 \A1;.82 \A1;.15 \A1;3.00 \A1;.82 \A1;.15 \A1;3.00 \A1;.25 \A1;.30 \A1;.15 \A1;.30 \A1;1.78 \A1;.82 \A1;5.90 \A1;.05 \A1;1.09 \A1;4.09 \A1;.78 \A1;.40 \A1;.16 \A1;.73 \A1;.23 \A1;.82 \A1;.15 \A1;3.00 \A1;.78 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.05 \A1;.05 \A1;.37 \A1;Variable \A1;.0762 \A1;.0508 \A1;.0508 \A1;.0500 \A1;.0508 \A1;.0508 \A1;.0500 \A1;.15 \A1;.93 \A1;.15 \A1;.93 \A1;.93 \A1;.93 \A1;.93 \A1;4.95 \A1;.95 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.30 \A1;2″ \A1;.93 \A1;.15 \A1;.95 \A1;.55 \A1;.90 \A1;4.95 \A1;.93 \A1;.93 \A1;.93 \A1;.93 \A1;.15 \A1;3″ \A1;3″ \A1;3″ \A1;2″ \A1;2″ \A1;2″ \A1;2″ PLANTA DE DISTRIBUCION DE CANALETAS PARA CELDAS CORTE 1 – 1 DETALLE DE ENCUENTRO COLUMNA Y VIGA Esc: S/N VIGA SOPORTE ENTRE COLUMNAS COLUMNA SOPORTE HACIA EL MURO ISOMETRIA GENERAL Esc: S/N Esc: 1/10 Esc: 1/10 CORTE 2 – 2 Esc: 1/10 A C D F A C D F 1′ 2 3 1′ 2 3 G G 2 3 2 3 .40 LEVANTAMIENTO PLUMAS PARA PLOTEO .40 BLUE GREEN .20 RED .10 WHITE .10 201 .25 9 .05 CYAN .20 YELLOW .25 .50 MAGENTA RESTO 170 .40 40 132 8 .10 .05 .25 CORTE 3 – 3 CORTE 2 – 2 CORTE 1 – 1 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 5 CORTE A – A 5 5 5 5 5 5 5 5 CORTE C – C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE D – D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE E – E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE G – G 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 Nivel= – 3.90 Nivel= ± 0.00 PLANTA LOSA NIVEL – 3.90 m PLANTA LOSA NIVEL ± 0.00 B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B – B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE F – F 5 E E A C D F A C D F G G B B E E CORTE 1′ – 1′ 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 1 1 5 1′ 1′ 1 1 DETALLE DE ENCUENTROS DE VIGAS DE REFUERZO CON COLUMNA Esc: S/N COLUMNA “C” 3″ x 2″ VIGA DE SOPORTE CONTRA MURO “C” 3″ x 2″ VIGA DE SOPORTE ENTRE COLUMNAS “C” 3″ x 2″ \A1;PERNO \A0;Ø\A1;\H0.92311x; 3/8″ DETALLE DE ENCUENTRO DE COLUMNA CON LOSA Esc: S/N COLUMNA “C” 3″ x 2″ \A1;PERNO \A0;Ø\A1;\H0.92311x; 3/8″