Tables Tacas DWG Block for AutoCAD

piling

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

additional, tenacity, welding for, smooth iron, welding for, profile, corrugated, anchor m., anchor m., Weld, platinum, corrugated iron, profile, angular, angular, corrugated, bracing, concrete prism, alternative, piece type iiia, piece type ii, part type, piece type iiib, part type, part type, part type, pcs, total parts, piece type ii, piece type iiia, part type, piece type iiib, part type, additional, additional, additional, additional, additional, soldier, piece type iiia, part type, det. just for the, anchorage, soldier, anchorage, soldier, anchorage, soldier, anchorage, soldier, anchorage, soldier, anchorage, soldier, anchorage, concrete prism, alternative, sheet pile, distribution of iron sheet piling, sheet piling detail, angular profile termination detail, detail sheet iron fences, distribution of stirrups, distribution of iron sheet piling, sheet piling detail, angular profile termination detail, detail sheet iron fences

Raw text data extracted from CAD file:

\A1;0.035 \A1;.02 \A1;.10 \A1;.15 \A1;.15 \A1;33° \A1;.10 \A1;33° \A1;.80 \A1;.03 \A1;0.035 \A1;.03 \A1;.20 \A1;.30 \A1;.04 \A1;.05 \A1;.03 \A1;.03 \A1;.10 \A1;1.00 \A1;1.00 \A1;.05 \A1;.05 \A1;.05 \A1;.17 \A1;6.50 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.05 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;.15 \A1;.14 \A1;.14 \A1;.13 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.06 \A1;.14 \A1;.14 \A1;.20 \A1;.14 \A1;.14 \A1;.14 \A1;.15 \A1;.18 \A1;.14 \A1;.14 \A1;.70 \A1;.80 \A1;.80 \A1;.80 \A1;.65 \A1;.80 \A1;.20 \A1;.20 \A1;.20 \A1;.48 \A1;.20 \A1;.03 \A1;.03 \A1;.15 \A1;.11 \A1;.14 \A1;.14 \A1;.20 \A1;.97 \A1;.20 \A1;.14 \A1;.14 \A1;.14 \A1;.65 \A1;.48 \A1;.20 \A1;.80 \A1;.80 \A1;.18 \A1;.20 \A1;.20 \A1;.20 \A1;.97 \A1;.20 \A1;.20 \A1;.70 \A1;.80 \A1;1.00 \A1;1.00 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.17 \A1;5.00 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 0.035 5 5 5 5 5 5 5 5 04 d3/8″ @.05 6 Ø 3/8″ @ 0.10 A/s. ADICIONALES 8d1/2″ 5 TENACITO 110 y/o 75 SOLDADURA PARA FIERRO LISO SOLDADURA PARA PERFIL PERFIL C°A° F´C=350 KG/CM2 CORRUGADO 3″ x 3″ x 3/8″ 2″ x 2″ x 3/8″ ANCLAJE F° 1/2″ @ 1.00 m. ANCLAJE F° 1/2″ @ 0.50 m. ANCLAJE F° 1/2″ @ 1.00 m. 3″ x 3″ x 3/8″ ANCLAJE F° 1/2″ @ 0.50 m. Cordon de soldadura Platina de 1 1/2″ X 3/8 FIERRO CORRUGADO 0.035 5 5 5 5 PERFIL ANGULAR Ø 1/2″ ANGULAR ANGULAR Ø 1/2″ CORRUGADO 5 5 5 Ø 3/8″ Ø 3/8″ Ø 3/8″ Arriostre 5 5 PRISMA DE CONCRETO ALTERNATIVO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R. @0.20 A/s 4 d3/8″ @.05 R. @0.20 A/s 10 d3/8″ @.10 5 5 5 5 8 d3/8″ @.10 5 5 5 5 5 5 5 5 5 R. @0.20 A/s 08 d3/8″ @.10 5 5 5 5 PIEZA Tipo IIIA PIEZA Tipo II PIEZA Tipo IV- A PIEZA Tipo I PIEZA Tipo IIIB 5 5 PIEZA Tipo IV- B 5 5 5 5 5 5 PIEZA Tipo IIIB1 5 5 PIEZA Tipo IIIA1 5 5 349 pzs 33 pzs 02 pzs 02 pzs 01 pzs 03 pzs 05 pzs 01 pzs TOTAL DE PIEZAS =396 PIEZA Tipo II PIEZA Tipo IIIA PIEZA Tipo IIIA1 PIEZA Tipo IIIB PIEZA Tipo IIIB1 PIEZA Tipo IV- A PIEZA Tipo IV- B 8d1/2″ 8d1/2″ 8d1/2″ 6 Ø 3/8″ @ 0.10 A/s. ADICIONALES 6 Ø 3/8″ @ 0.10 A/s. ADICIONALES 5 5 R. @0.20 A/s 4 d3/8″ @.05 8 d3/8″ @.10 8d1/2″ ADICIONALES 5 5 5 5 5 5 5 5 R. @0.20 A/s 4 d3/8″ @.05 8 d3/8″ @.10 6 Ø 3/8″ @ 0.10 A/s. 8d1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8d1/2″ 6 Ø 3/8″ @ 0.10 A/s. ADICIONALES 5 5 5 5 R. @0.20 A/s 4 d3/8″ @.05 8 d3/8″ @.10 8d1/2″ 5 5 5 5 5 6 Ø 3/8″ @ 0.10 A/s. ADICIONALES 5 5 5 5 SOLDADO AL SOLDADO AL PIEZA Tipo IIIA PIEZA Tipo IV- B DET. SOLO PARAS LAS ANCLAJE F° 1/2″ SOLDADO AL ANCLAJE F° 1/2″ ANCLAJE F° 1/2″ SOLDADO AL ANCLAJE F° 1/2″ SOLDADO AL ANCLAJE F° 1/2″ SOLDADO AL ANCLAJE F° 1/2″ SOLDADO AL ANCLAJE F° 1/2″ SOLDADO AL ANCLAJE F° 1/2″ 5 5 PRISMA DE CONCRETO ALTERNATIVO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R. @0.20 A/s 8 d3/8″ @.10 R. @0.20 A/s 10 d3/8″ @.10 5 5 5 5 5 5 5 5 5 5 5 4 d3/8″ @.05 5 5 5 5 5 TABLESTACA h=5.00 DISTRIBUCION DE FIERROS – TABLESTACAS ESC=1/10 DETALLE TABLESTACA ESC=1/10 DETALLE TERMINACION PERFIL ANGULAR ESC=1/10 ESC=1/20 ESC=1/10 ESC=1/10 ESC=1/10 ESC=1/10 ESC=1/10 ESC=1/10 ESC=1/10 DETALLE TABLESTACA – FIERROS ESC=1/10 DISTRIBUCION DE ESTRIBOS DISTRIBUCION DE FIERROS – TABLESTACAS ESC=1/10 DETALLE TABLESTACA ESC=1/10 DETALLE TERMINACION PERFIL ANGULAR ESC=1/10 DETALLE TABLESTACA – FIERROS ESC=1/10