Suspension Bridge DWG Detail for AutoCAD

suspension footbridge with details and technical specifications.

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

project :, contains :, scale :, designed :, consultant :, vo bo:, typed :, date :, plane :, of :, department of putumayo, indicated, suspension bridge on ravine, general design, terrain profile, level of maximum water, medium water level, minimum water level, section ss third section, top of the tower, length pendolones, section ss second section, section ss central section, floor level of the tower, sear, floor, galapago, column section beam beam, beam section brace, column section at floor level, column section at shoe level, retaining wall, floor level, continuation as column for cover

Raw text data extracted from CAD file:

.75 .75 .75 .75 .75 .75 .75 2.80 3.00 3er. TRAMO 6.00 2do. TRAMO 18.00 TRAMO CENTRAL 6.00 2do. TRAMO 3.00 3er. TRAMO .15 .08 .15 .05 .05 .05 3.00 3.00 3.00 3.00 3.60 2.50 1.50 .90 .40 .10 .10 .40 .90 1.50 2.50 3.60 2.00 .60 .50 5.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.10 2.10 2.70 3.20 3.50 3.60 3.50 3.20 2.70 2.10 1.10 1.90 .15 .10 .15 .75 .15 .05 .15 .20 .15 1.55 .75 3.00 3.15 1.60 3.00 .60 .60 5.00 3.60 .25 .25 .20 .25 .45 .25 .75 .25 1.82 .25 .25 .15 .05 Ed3/8@.10 Ed3/8″@.18 Ed3/8@.10 Ed3/8@.10 Ed3/8″@.18 Ed3/8″@.10 .60 3.80 .60 .25 1.82 .25 .05 .20 .20 .20 .20 .20 .13 .13 .13 .13 .13 1.49 1.49 1.40 .05 .10 .30 .30 .10 .50 1.80 .50 1 2 3 4 5 6 7 8 9 10 11 12 13 PROYECTO: CONTIENE: ESCALA: DISEÑÓ: CONSULTOR: Vo Bo : DIGITÓ: FECHA: PLANO: DE: DEPARTAMENTO DEL PUTUMAYO INDICADA PUENTE COLGANTE SOBRE QUEBRADA 1 1 DISEÑO GENERAL PERFIL DEL TERRENO NIVEL DE AGUAS MAXIMO NIVEL DE AGUAS MEDIO NIVEL DE AGUAS MINIMO PERFIL DE LOCALIZACION DEL PUENTE \H0.8523x;ESC.____________________1:200 .75 .75 .75 .75 .75 .75 .75 2.80 3.00 3er. TRAMO 6.00 2do. TRAMO 18.00 TRAMO CENTRAL 6.00 2do. TRAMO 3.00 3er. TRAMO .15 .08 .15 .05 .05 .05 SECCION S-S TERCER TRAMO C L 3.00 3.00 3.00 3.00 PLANTA GENERAL DEL TABLERO \H0.8523x;ESC.____________________1:100 TOPE DE LA TORRE 3.60 2.50 1.50 .90 .40 .10 .10 .40 .90 1.50 2.50 3.60 LONGITUD PENDOLONES SECCION S-S SEGUNDO TRAMO SECCION S-S TRAMO CENTRAL NIVEL DE PISO DE LA TORRE NIVEL DE PISO DE LA TORRE 2.00 .60 .50 5.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.10 2.10 2.70 3.20 3.50 3.60 3.50 3.20 2.70 2.10 1.10 PERFIL GENERAL DEL PUENTE PEATONAL \H0.8523x;ESC.____________________1:100 FIADOR TOPE DE LA TORRE PASAMANOS (.10X.10X3.00) RIOSTRAS DE DIENTES DE SIERRA (.05X.15X1.90) 1.90 .15 .10 .15 .75 .15 .05 .15 .20 .15 1.55 PENDOLON d 5/8″ GUARDA RUEDAS (.05X.15X3.00) CORTE A-A \H0.8523x;ESC.___1:20 PISO VIGA LONGITUDINAL (.15X.20) TABLON (.05X.30X3.00) .75 3.00 TRANSVERSAL PRINCIPAL (.15X.30X2.80) 3.15 1.60 MACIZO DE ANCLAJE \H0.8523x;ESC.____________1:25 DISEÑO TORRE \H0.8523x;ESC._______1:25 3.00 .60 d5/8″@.20 AMBOS SENTIDOS .60 5.00 3.60 CORTE TRANSVERSAL DEL TABLERO \H0.8523x;ESC._______________________1:20 Ed3/8″@.15 GALAPAGO .25 .25 .20 .25 .45 .25 .75 .25 6N°7 SECCION COLUMNA A NIVEL VIGA RIOSTRA SECCION VIGA RIOSTRA SECCION COLUMNA A NIVEL DE PISO 4N°4 Ed3/8″@.15 SECCION COLUMNA A NIVEL DE ZAPATA 6N°7 + 2N°6 6N°7 + 2N°6 MURO DE CONTENCION d1/2″@.40 d3/8″@.40 d1/2″@.21 ó .13 d1/2″@.20 MURO DE CONTENCION \H0.8523x;ESC._______________1:20 1.82 .25 .25 .15 VIGA RIOSTRA (.20X.25) .05 Ed3/8@.10 Ed3/8″@.18 Ed3/8@.10 Ed3/8@.10 Ed3/8″@.18 Ed3/8″@.10 .60 3.80 .60 NIVEL DE PISO .25 1.82 .25 6d7/8″ .05 .20 .20 .20 .20 .20 .13 .13 .13 .13 .13 6d7/8″+2d3/4″ PENDOLONES d 5/8″ PASAMANOS (.10X.10X3.00) CONTINUACION COMO COLUMNA PARA CUBIERTA 1.49 1.49 PUNTAL DE BARANDA(.05X.10X1.49) COLMNA(.10X.10X1.55) 1.40 RIOSTRAS DE DIENTES DE SIERRA (.05X.15) GUARDARUEDA (.05X.15X3.00) TABLONES DE PISO (.05X.30X3.20) .05 .10 .30 .30 TRANSVERSAL DE ARRIOSTRAMIENTO (.15X.15X1.86) .10 TRANSVERSAL PRINCIPAL (.15X.30X2.80) PLATINAd5/8″(.10X.15) DIAGONALES DE ARRIOSTRAMIENTO (SECCION VARIABLE) VIGA LONGITUDINAL (.15X.20) .50 1.80 .50