Selva Alta Bridge DWG Section for AutoCAD

This hanging bridge is typical of the high jungle areas of Peru has a span of 54.80 meters, you can see the floor with their respective details, elevations with details including the maximum water level and minimum, the reinforcement of the columns supporting the tower structurally detailed each, the shoe armor, the longitudinal section of the board, as the cross section of the board and the camera attachment, the detail of netting, and the specifications techniques.

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

clamps, anchored steel tube, side view, front view, welding, rails, shackles, suspension shackle, platen, shackle, technical specifications, columns and mooring beams, shoes, coatings, ground, concrete shoe, concrete beams and columns, concrete anchor chamber, board, stringers and joists, copaiba wood, overlap joints

Raw text data extracted from CAD file:

h = Variable 3,00 7,00 0,80 0,40 0,80 0,10 0,10 0,60 2,21 0,25 6,89 0,25 9,64 3,00 1,60 0,60 1,37 1,42 0,60 0,80 1,60 0,40 0,26 6,00 22,14 3,00 50,80 3,00 22,54 6,00 7,00 7,00 3,10 2,50 1,42 54,80 0,95 0,60 1,90 0,60 0,95 0,60 5,50 0,80 54,00 0,80 0,60 0,80 1,60 3,00 0,95 0,60 1,90 0,60 0,95 5,00 1,00 6,00 6,00 5,00 3,00 1,00 1,00 3,00 3,00 d3/8″, 1@.05, 4@.30, rto@.70m c/ext d3/8″, 1@.05, 4@.30, rto@.70m c/ext d3/8″, 1@.05, 2@.10, rto@.20m c/ext 8d1/2″, @0.45m. 36d1/2″, @0.13m. A 5 5 h = Variable \LCORTE TRANSVERSAL DE TABLERO \H0.5556x;\lESC 1:20 LARGUEROS 2.5″*3.5″ TABLERO 1 1/2″*8″ MALLA d1/8″ ABRAZADERAS PENDOLA d5/8″ \H0.8571x;ACERO A TRACCION \LDETALLE DE ENMALLADO \H0.5556x;\lESC 1:25 5 5 5 5 5 MALLA METALICA d1/8″ CON SOLDADURA PUNTOS AL REFUERZO BARANDA METALICA 3/8″ PLATINA DE 1/4″ d3/8″, 1@.05, 4@.30, rto@.70m c/ext d3/8″, 1@.05, 4@.30, rto@.70m c/ext 7d3/8″, @0.10m. 23d1/2″, @0.125m. 8d1/2″, @0.375m. Tubo de Acero Anclado 5 5 5 5 5 CABLE 1 3/8″ CABLE 1 3/8″ CABLE 1 3/8″ CABLE 1 3/8″ 5 5 5 5 5 5 5 \LPLANTA \H0.7813x;\lEsc 1:100 5 5 5 LARGUERO 2.5″*3.5″ 5 VIGUETA 4″*7″ 5 5 5 5 5 5 5 5 \LELEVACION PRINCIPAL \H0.7813x;\lEsc 1:100 DISTANCIA (m.) COTA (m.s.n.m.) 998.50 0-50 998.50 0-24 998.50 0-24 999.00 0-25 999.00 0-25 999.00 0+25 999.00 0+26 999.5 0+27 999.50 0+27.4 999.50 0+30 999.50 0+40 999.75 0+50 999.75 0+60 998.50 0-40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA LATERAL VISTA FRONTAL \LCAMARA DE ANCLAJE \H0.25x;\lESC 1:50 CABLE DE Aº d1 3/8″ SOLDADURA RIELES CABLES d 1 3/8″ GRILLETES 5 5 5 5 5 5 VARILLA LISA DE 5/8″ 5 5 5 5 5 A(+)27d3/8″, @0.10m. As(-)36d1/2″, @0.13m. \LARMADURA EN ZAPATA Z-1 \H0.8235x;\lesc 1:30 B B d3/8″, 1@.05, 2@.10, rto@.20m c/ext Tubo de Acero Anclado 5 \LARMADURA DE COLUMNAS DE LA TORRE DE SOPORTE \H0.8235x;\lesc 1:25 4d5/8″ 2d3/8″ 3d1″ 3d1″ 2d5/8″ 5 5 5 \LSECCION A-A \H0.75x;\l esc 1:25 \LSECCION B-B esc 1:25 2d5/8″ d3/8″, 1@.05, 4@.30, rto@.70m c/ext d3/8″, 1@.05, 4@.30, rto@.70m c/ext d3/8″, 1@.05, 2@.10, rto@.20m c/ext \LCORTE LONGUITUDINAL DE TABLERO\l \H0.6667x;ESC 1:20 TUERCA 5/8″*16″ VIGUETA 4″*7″ LARGUERO DE 2.5*3.5″ PENDOLA d5/8″ 5 GRILLETE DE SUSPENSION PLATINA 5 TABLERO 1 1/2″*8″ 5 5 \LDETALLE DE ABRAZADERAS PENDOLA d5/8″ PERNO 3/8″*4″ CABLE DE ACERO d1 3/8″ PENDOLA d5/8″ TUERCA 1″*3″ PLATINA 1″*1/4″ \LDETALLE DE GRILLETAS DE AMARRE 2 CABLE DE ACERO d1 3/8″ GRILLETE CABLE DE ACERO d1 3/8″ GRILLETE NIVEL AGUAS MAXIMAS 1100.00 m.s.n.m. NIVEL AGUAS MINIMAS 1098.00 m.s.n.m. 22° e = 4.00 cm e = 7.50 cm ESPECIFICACIONES TECNICAS COLUMNAS Y VIGAS DE AMARRE ZAPATAS RECUBRIMIENTOS TERRENO ACERO G-60 CONCRETO ZAPATA s\H0.8817x;t = 1.20 kg/cm² f’y = 4200 kg/cm² f’c = 210 kg/cm² BARANDA CON MALLA DE PROTECCION 1/8″ CONCRETO VIGAS Y COLUMNAS f’c = 210 kg/cm² CONCRETO CAMARA DE ANCLAJE f’c = 175 kg/cm² + 30% P.G TABLERO, LARGUEROS Y VIGUETAS, MADERA COPAIBA EMPALMES POR TRASLAPE 45 Longitud de empalme para d de grado 60 3/8″ 1/2″ 5/8″ 3/4″ 1″ 35 65 70 120 d Longitud (cm)