Suspension Bridge–Nuevo Pucacaca, San Martin, Peru DWG Block for AutoCAD

Suspension Bridge–Nuevo Pucacaca, San Martin, Peru DWG Block for AutoCAD

Hanging bridge in locality of

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

plate, reinforced concrete, detail of sokets, left margin plate, foundation and plate, left margin – plant, left margin – front, support beam, left margin – profile, brace screen, mooring beam, armed concrdete, section aa, beam lintel, cut c – c, concrete:, the curing of the pieces enabled of wood will be by immersion, using as preservative the creosote., emin. :, parallel cut :, perpendicular compression, parallel compression, admissible forces:, wooden detail, maximum moisture content. :, on the river sisa, fund of compensation and social development, proy. no., flat no., dib., fch., esc., dago, indicated, f or n c o d s, eval., design :, ing. j. hermit, description:, plane:, tower margin iderecha, project :, ing. m. villoslada t., location :, prov. the golden, region. san martin, dist. san martin de alao, loc. new pucacaca, support structure, corner, center, trunk, crossing, height, edge, line, shore, part, fence, grass, missing, part, fence, grass, fence, esq, crossing, okey puca, elevation, terrain, mileage, milestone, riosisa, nm, in rock, painted, axis margin, left, right, right, edge of the river, minimum level, bottom river, elevation:, of water, axis of river, axis, via, upper beam, new pucacaca, section bb, layout of plant, shoe, topography, variable h, section cc, section dd, upper steel, lower steel, shoe plant left margin, bridge axis, cut a – a, perpendicular to bridge axis, cut b – b, detail b, rell. with zinc, main, cable axis, detail a, right margin – front, anchor chamber, latch bars, right margin – floor, right margin – profile, boot wall, beam capital

Raw text data extracted from CAD file:

\A1;0.60 \A1;0.60 \A1;2.10 \A1;1.70 \A1;5.00 \A1;2.70 \A1;3.00 \A1;2.00 \A1;2.80 \A1;9.80 \A1;1.05 \A1;0.40 \A1;2.10 \A1;1.05 \A1;0.40 \A1;4.56 \A1;5.24 \A1;3.75 \A1;7.50 \A1;7.00 \A1;3.00 \A1;2.70 \A1;6.69 \A1;9.80 \A1;2.00 \A1;5.00 \A1;2.80 \A1;2.00 \A1;0.50 \A1;0.81 \A1;0.75 \A1;3.00 \A1;2.30 \A1;5.00 \A1;0.75 \A1;3.00 \A1;7.50 \A1;2.70 \A1;1.90 \A1;11.25 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.71 \A1;1.00 \A1;0.60 \A1;0.20 \A1;3.00 \A1;0.20 \A1;0.60 \A1;0.40 \A1;3.00 \A1;2.50 \A1;2.50 \A1;2.50 \A1;0.60 \A1;0.40 \A1;5.00 \A1;5.74 \A1;\U+22051/2", @.15 \A1;\U+22051/2", @.20 \A1;\U+22051/2", @.30 \A1;0.60 \A1;0.40 \A1;5.74 \A1;0.55 \A1;0.74 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.71 \A1;2.10 \A1;1.70 \A1;2.00 \A1;0.30 \A1;0.36 \A1;0.30 \A1;0.36 \A1;0.60 \A1;2.70 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.13 \A1;0.13 \A1;0.40 \A1;0.71 \A1;0.30 \A1;0.10 \A1;5.00 \A1;0.75 \A1;3.00 \A1;7.50 \A1;11.25 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;.20 \A1;0.25 \A1;1.00 \A1;2.90 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.20 5 5 TUBOd2" .25 X .25 X 3/4" TUBOd6 1/2" PLACA CONCRETO ARMADO Ø 3/8" @ 0.10 Ø 3/8" @ 0.10 DETALLE DE SOKETS PLACA MARGEN IZQUIERDA ESC: 1/20 A 5 5 5 5 5 5 5 5 5 5 5 5 5 A CIMENTACION Y PLACA Esc:1/50 MARGEN IZQUIERDA - PLANTA 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 5 CIMENTACION Y PLACA Esc:1/50 MARGEN IZQUIERDA - FRONTAL 5 5 5 5 5 5 5 5 concreto fc=280kg/cm2 concreto de bloque fc=140kg/cm2 Ø1/2"@0.25 concreto de bloque fc=140kg/cm2 Ø1/2"@0.25 \W7.54059; concreto de bloque \W7.57603; fc=140kg/cm2 5 5 Ø1/2@0.20 Ø5/8"@0.30 Ø5/8"@0.30 Ø1/2"@0.30 Ø1/2"@0.30 Ø3/8" @ 0.45 5 8Ø1" 8Ø1" 2Ø3/4" 5 5 5 5 5 Ø1/2@0.20 Ø5/8"@0.30 Ø5/8"@0.30 Ø1/2"@0.30 Ø1/2"@0.30 Ø3/8" @ 0.45 5 8Ø1" 8Ø1" 2Ø3/4" 5 5 Ø3/8" @ 0.45 C C B B 5 \U+22051/2", @.15 \U+22051/2", @.20 \U+22051/2", @.30 Ø1/2@0.20 Ø5/8"@0.30 Ø5/8"@0.30 Ø1/2"@0.30 Ø1/2"@0.30 Ø3/8" @ 0.45 5 8Ø1" 8Ø1" 2Ø3/4" 5 5 Ø3/8" @ 0.45 A A 5 5 E=0.15cm VIGA DE APOYO CIMENTACION Y PLACA Esc:1/50 MARGEN IZQUIERDA - PERFIL 5 5 5 5 5 5 5 5 5 5 5 PANTALLA DE ARRIOSTRE E=0.15cm VIGA DE APOYO PANTALLA DE ARRIOSTRE 5 SECCION(PLACA) A-A ESC: 1/20 SECCION(PLACA) B-B ESC: 1/20 SECCION(PLACA) C-C ESC: 1/20 5 3d5/8" 5d5/8" 5d5/8" 5 5 5 0.15 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E Ø1/2"@0.15 Ø1/2"@0.15 SECCION(PLACA) F-F ESC: 1/20 PUNTOS DE APOYO (SOKETS) ESC: 1/20 5 5 5 5 5 5 5 VIGA DE AMARRE PLACA CONCRDETO ARMADO 5 5 5 5 CIMENTACION Y PLACA Esc:1/50 SECCION A-A C C 5 5 5 5 CIMENTACION Y PLACA Esc:1/50 MARGEN IZQUIERDA - FRONTAL 5 C C 5 5 5 5 d1/2", @.20 \A1;\W0.7;4d 3/4" \A1;\W0.7;4d 3/4" VIGA DINTEL concreto fc=280kg/cm2 concreto fc=280kg/cm2 concreto de bloque fc=140kg/cm2 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 d1/2", @.20 d1/2", @.20 4Ø1"+1Ø3/4" 2Ø1" 4Ø1"+1Ø3/4" \A1;\W0.7;2d1/2" \A1;\W0.7;2d1/2" \A1;\W0.7;2d1/2" 4Ø1"+1Ø3/4" 2Ø1" 3Ø5/8" 5Ø5/8" 5Ø5/8" d1/2", @.15 Ø1/2"@0.25 F F \A1;\W0.7;2d1/2" \A1;\W0.7;2d1/2" \A1;\W0.7;2d1/2" F F \A1;\W0.7;8d 3/4" 5 5 CORTE C - C VIGA DINTEL Esc:1/20 Ø1/2@0.20 d 5/8" = 55.00 cm GANCHOS : 10db a 135° d 1/2" = 15.00 cm DOBLEZ : Mayor 6db a 90° d 3/4" = 25.00 cm d 5/8" = 20.00 cm d 1/2" = 15.00 cm \LESPECIFICACIONES TECNICAS CONCRETO: \A1;3.50 \A1;3.50 \A1;0.20 \A1;0.57 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.30 \A1;0.57 \A1;0.20 \A1;2.74 \A1;2.63 \A1;0.12 \A1;0.12 \A1;0.09 \A1;1.34 \A1;0.09 \A1;1.52 \A1;0.06 \A1;1.46 \A1;1.46 \A1;0.06 \A1;5" \A1;1.13 \A1;5" \A1;1.37 \A1;0.13 \A1;1.13 \A1;0.13 \A1;0.06 \A1;1.25 \A1;0.06 \A1;1.37 \A1;0.23 \A1;0.09 \A1;1.19 \A1;0.09 \A1;1.37 \A1;0.06 \A1;1.31 \A1;1.31 \A1;0.06 \A1;2.59 \A1;2.59 \A1;2.59 \A1;2.59 \A1;2.59 \A1;2.59 \A1;2.59 \A1;2.59 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 El curado de las piezas habilitadas de madera sera por inmersion, utilizando como preservante la Creosota. Emin. : Corte Paralelo: Compresion Perpendicular Compresion Paralela Traccion (ft) : Flexion (fm) : (fv) : (fc) : (fc'') : ESFUERZOS ADMISIBLES: 55,000 Kg/cm2. 8 Kg/cm2. 15 Kg/cm2. 80 Kg/cm2. 75 Kg/cm2. 150 Kg/cm2. MADERA ESTRUCTURAL: \fArial|b0|i0|c0|p34;TIPO "B"- HUAYRURO O ANACASPI \LESPECIFICACIONES TECNICAS Entablado 1 1/2" x 8 " 1.5" 60° Largueros Duos Intermedio 1 1/2"x10" DETALLE DE MADERA 1 1/2" 10" 0.585 .11 0.585 .10 .20 .20 .10 .10 .20 .20 .10 2.5" 2.5" Cordon Superior Intermedio 3"x5" Diagonal 2"x5" 5" Viga de Madera 6"x18" 6" 4" 4" 1.5" 1.5" Cordon Superior Extremo 3"x5" .60 1.39 .60 2.59 3" ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 8" 5 5 5 5 2" 5" 5 5 5 <> 5 5 5 5 5" 1.13 5" 1.37 2" 2" 5 1.13 5 5 1.25 5 1.37 2" 2" 4" 5 Montante 4"x4" 1.40 0.70 1.99 2.59 5" 3" 3" 1.5" 1.5" .10 .20 .20 .10 2.5" 2.5" 1.5" 1.5" .60 .05 .10 .11 18% Contenido Máximo de Humedad. : Arriostre 2"x5" 1/2" 5" 5 5 5 <> 5 5 5 5 5 5 Largueros Duos Extremos 1 1/2"x10" 1 1/2" 10" 5 5 Largueros Duos Intermedio en Rampa de Acceso 2"x10" 1 1/2" 16" 5 5 Largueros Duos Extremos en Rampa de Acceso 2"x10" 1 1/2" 5 6" 5 4" 4" 5 5 5 5 6" 10" Enchape en rampa de acceso4"x6" Enchape 4"x10" 78.00 39.00 39.00 SOBRE EL RIO SISA LUZ: 78.00 m 06-2007 FONDO DE COMPENSACION Y DESARROLLO SOCIAL PROY. No. PLANO No. DIB. FCH. ESC. DAGO INDICADA OCT. 2009 PUENTE COLGANTEPEATONAL NUEVO PUCACACA(Reconst.) F O N C O D E S EVAL. DISEÑO: ING. J. HERMITAÑO DESCRIPCION: PLANO: TORRE MARGEN IDERECHA PROYECTO: ING. M. VILLOSLADA T. UBICACION: Prov. EL DORADO Región. SAN MARTIN Dist. SAN MARTIN DE ALAO Loc. NUEVO PUCACACA ESTRUCTURA DE SOPORTE 38,49 82,39 3,27 2,97 2,7 2,45 2,25 2,07 1,97 1,9 1,87 1,89 1,95 2,07 2,21 2,4 2,58 2,83 3,12 3,45 3,83 4,24 4,7 5,21 5,75 6,34 6,97 7,65 8,37 9,13 9,94 10,8 11,7 12,65 13,65 14,7 15,79 16,94 18,14 BM(roca) 500.410 1 esquina 500.110 2 centro 500.310 3 esquina 501.140 4 esquina 501.050 5 tronco 500.040 6 cruce 500.150 8 altura 499.840 10 altura 499.290 11 altura 498.260 12 canto 496.910 13 canto 497.250 14 canto 497.540 15 canto 497.780 16 centro 496.580 17 centro 496.930 18 centro 496.900 19 canto 495.980 20 canto 496.540 22 E2 500.510 23 E1 500.000 24 esquina 500.210 25 linea 499.760 26 orilla 497.660 27 orilla 498.010 28 orilla 498.570 29 orilla 501.220 30 esquina 500.870 31 esquina 501.110 32 esquina 500.890 33 esquina 500.810 34 cruce 500.310 35 centro 497.330 36 centro 497.500 37 centro 497.700 38 centro 497.750 39 orilla 498.060 40 orilla 497.790 41 orilla 497.170 42 orilla 496.600 43 E3 506.580 44 E2 500.510 45 parte 503.310 46 parte 503.530 47 cerca 504.770 48 parte 501.850 49 parte 503.290 50 parte 502.980 51 pasto 504.830 52 cerca 503.610 53 esquina 506.180 54 esquina 506.750 55 esquina 507.130 56 parte 508.980 57 parte 510.920 58 pasto 506.330 59 pasto 503.780 60 falta 502.820 61 parte 500.600 62 esquina 506.270 63 pasto 501.480 64 pasto 501.780 65 E4 501.270 66 PARTE 499.830 67 PARTE 500.400 68 PARTE 500.160 69 PARTE 500.380 70 PARTE 499.800 71 PARTE 499.250 72 CERCA 499.480 73 PASTO 499.740 74 ALAMBRADO 501.670 75 ESQ 501.650 76 ALAMBRADO 502.530 77 CRUCE 503.280 78 ALAMBRADO 503.420 79 PARTE 500.710 80 PARTE 501.690 81 PARTE 501.910 82 OKEY PUCA PARTE 500.400 68 orilla 496.600 43 canto 496.420 21 PARTE 500.380 70 PARTE 500.380 70 orilla 496.600 43 orilla 496.600 43 parte 503.530 47 orilla 497.790 41 orilla 498.060 40 parte 500.600 62 orilla 497.660 27 esquina 500.610 7 PARTE 501.690 81 E4 501.270 66 PASTO 499.740 74 E3 506.580 44 centro 496.580 17 esquina 500.870 31 centro 497.500 37 esquina 500.040 9 COTA TERRENO KILOMETRAJE 499.639 0+007.000 499.372 0+013.700 0+016.200 0+018.980 0+020.280 0+029.480 0+038.780 0+047.280 0+051.280 0+058.280 0+059.580 0+062.540 0+065.040 0+068.140 0+071.240 0+076.370 0+078.690 490.000 490.000 500.000 500.000 510.000 510.000 0+000 0+078.690 499.697 498.665 496.905 496.597 498.000 496.192 496.232 496.327 495.932 499.512 497.382 498.922 496.212 500.142 500.382 500.317 500.307 490.000 0+020 0+040 0+060 0+080 HITO MARGEN HITO MARGEN RIO- SISA 497 501 501 502 502 503 504 504 504 500 502 501 503 501 504 505 500 499 506 505 497 498 499 497 498 499 500 N.M. 499 500 BM En roca Pintado EJE MARGEN 496 496 500 IZQUIERDO EJE MARGEN DERECHA 78.00m IZQUIERDO DERECHO BORDE DE RIO NIVEL MINIMA COTA 496.240 m.s.n.m. FONDO RIO COTA 500.590 m.s.n.m.(Segun inform.de moradores) COTA: 496.640 m.s.n.m. Km. 0+78.00 (MARGEN DERECHA) Km. 0+00 (MARGEN IZQUIERDA) DE AGUA L C 496.240 0+039.340 Eje de rìo 496 H=5.50m Calicata 01 Cota T= 501.65 Cota F = 496.15 eje de via 501.65 m.s.n.m. N.F.Z.=494.34 m.s.n.m. 495.89 m.s.n.m. N.T.=520.90 m.s.n.m. N.F.Z.=507.14 m.s.n.m. 500.000 viga de superior 80x40 78.00 N.F.Z.= 39.00 39.00 1 eje 2 eje 3 eje N.F.Z.=499.25 m.s.n.m. N.F.Z.=502.25 m.s.n.m. H=4.00m Calicata 02 Cota T= 500.30 Cota F = 496.30 H=3.00m Calicata 03 Cota T= 500.62 Cota F = 497.62 NUEVO PUCACACA NIVEL DE VIA= ESC: 1:250 PERFIL DEL PUENTE COLGANTE PEATONAL NUEVO PUCACACA (Reconst.) H=5.50m Calicata 01 Cota T= 501.65 Cota F = 496.15 H=4.00m Calicata 02 Cota T= 500.30 Cota F = 496.30 H=3.00m Calicata 03 Cota T= 500.62 Cota F = 497.62 ESC: 1:250 PLANTA DEL PUENTE COLGANTE PEATONAL NUEVO PUCACACA (Reconst.) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.43 \A1;0.57 \A1;0.37 \A1;0.11 \A1;0.43 \A1;0.02 \A1;0.36 \A1;0.28 \A1;0.60 \A1;0.63 \A1;0.69 \A1;0.51 \A1;0.59 \A1;0.94 \A1;0.70 \A1;0.28 \A1;0.14 \A1;0.06 \A1;0.64 \A1;0.01 \A1;0.39 \A1;0.19 \A1;0.49 \A1;0.89 \A1;0.73 \A1;0.05 \A1;0.45 \A1;0.29 \A1;0.03 \A1;0.63 \A1;0.32 \A1;0.72 \A1;0.02 \A1;0.67 \A1;0.01 \A1;0.41 \A1;0.31 \A1;0.91 \A1;0.61 \A1;0.42 \A1;0.60 \A1;0.02 \A1;0.93 \A1;0.10 \A1;0.93 \A1;0.02 \A1;0.53 \A1;0.43 \A1;2.15 \A1;0.25 \A1;1.90 \A1;0.05 \A1;0.90 \A1;3.05 \A1;0.90 \A1;1.25 \A1;0.100 \A1;0.400 \A1;0.25 \A1;0.25 \A1;1.90 \A1;0.25 \A1;0.25 \A1;0.400 \A1;0.100 \A1;1.25 \A1;0.90 \A1;3.05 \A1;0.90 \A1;0.08 \A1;0.25 \A1;0.08 \A1;0.40 \A1;6" \A1;6" \A1;8" \A1;6" \A1;6" \A1;8" \A1;8" \A1;17" \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.08 \A1;0.08 \A1;d5" \A1;d2 1/8" \A1;d1 7/8" \A1;0.130 \A1;5" \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.05 \A1;0.01 \A1;0.15 \A1;0.05 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.90 \A1;1.00 \A1;2.40 \A1;1.90 \A1;1.492 \A1;0.491 \A1;1.000 \A1;0.250 \A1;0.874 \A1;0.127 \A1;0.20 \A1;0.40 \A1;0.21 \A1;0.63 \A1;0.62 \A1;0.63 \A1;0.21 \A1;0.40 \A1;0.20 \A1;2.15 \A1;1.75 \A1;1.75 \A1;3.50 \A1;0.203 \A1;3" \A1;2" \A1;0.60 \A1;2.30 \A1;0.60 \A1;2.05 \A1;1 1/2" \A1;7" \A1;10" \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;2.30 \A1;6" \A1;1.90 \A1;1.392 \A1;1.000 \A1;0.150 \A1;0.874 \A1;0.127 \A1;0.20 \A1;0.61 \A1;0.63 \A1;0.62 \A1;0.63 \A1;0.61 \A1;0.20 \A1;2.15 \A1;1.75 \A1;1.75 \A1;3.50 \A1;0.203 \A1;3" \A1;2" \A1;2.05 \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;1.90 \A1;1.392 \A1;0.391 \A1;1.000 \A1;0.150 \A1;0.874 \A1;0.127 \A1;2.15 \A1;0.203 \A1;3" \A1;2" \A1;2.05 \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;1.90 \A1;1.392 \A1;0.391 \A1;1.000 \A1;0.150 \A1;0.874 \A1;0.127 \A1;2.15 \A1;0.203 \A1;3" \A1;2" \A1;2.05 \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;0.20 \A1;7" \A1;10" \A1;7" \A1;10" \A1;1 1/2" \A1;4" \A1;1 1/2" \A1;7" \A1;6" \A1;1 1/2" \A1;4" \A1;2.07 \A1;2.07 \A1;0.05 \A1;1.90 \A1;0.25 \A1;2.15 \A1;0.25 \A1;0.25 \A1;0.400 \A1;0.100 \A1;3.05 \A1;0.90 \A1;1.25 \A1;0.90 \A1;1.90 \A1;0.90 \A1;3.05 \A1;0.90 \A1;1.25 \A1;0.100 \A1;0.400 \A1;0.25 \A1;0.25 \A1;0.08 \A1;0.25 \A1;0.08 \A1;0.40 \A1;6" \A1;6" \A1;8" \A1;6" \A1;6" \A1;8" \A1;8" \A1;17" \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.08 \A1;0.08 \A1;d5" \A1;d2 1/8" \A1;d1 7/8" \A1;0.130 \A1;5" \A1;0.20 \A1;0.20 \A1;2.07 \A1;0.15 \A1;0.30 \A1;0.05 \A1;0.01 \A1;0.15 \A1;0.05 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.90 \A1;1.00 \A1;2.40 \A1;1.90 \A1;1.492 \A1;0.491 \A1;1.000 \A1;0.250 \A1;0.874 \A1;0.127 \A1;0.20 \A1;0.40 \A1;0.21 \A1;0.63 \A1;0.62 \A1;0.63 \A1;0.21 \A1;0.40 \A1;0.20 \A1;2.15 \A1;1.75 \A1;1.75 \A1;3.50 \A1;0.203 \A1;3" \A1;2" \A1;0.60 \A1;2.30 \A1;0.60 \A1;2.05 \A1;1 1/2" \A1;7" \A1;10" \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;2.30 \A1;6" \A1;1.90 \A1;1.392 \A1;1.000 \A1;0.150 \A1;0.874 \A1;0.127 \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;0.20 \A1;0.61 \A1;0.63 \A1;0.62 \A1;0.63 \A1;0.61 \A1;0.20 \A1;2.15 \A1;1.75 \A1;1.75 \A1;3.50 \A1;0.203 \A1;3" \A1;2" \A1;2.05 \A1;1.90 \A1;1.392 \A1;0.391 \A1;1.000 \A1;0.150 \A1;0.874 \A1;0.127 \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;2.15 \A1;0.203 \A1;3" \A1;2" \A1;2.05 \A1;1.90 \A1;1.392 \A1;0.391 \A1;1.000 \A1;0.150 \A1;0.874 \A1;0.127 \A1;1.88 \A1;0.63 \A1;0.62 \A1;0.63 \A1;2.15 \A1;0.203 \A1;3" \A1;2" \A1;2.05 \A1;0.20 \A1;2.07 \A1;7" \A1;10" \A1;7" \A1;10" \A1;1 1/2" \A1;4" \A1;1 1/2" \A1;4" \A1;1 1/2" \A1;7" \A1;6" d 5/8" = 55.00 cm GANCHOS : 10db a 135° d 1/2" = 15.00 cm DOBLEZ : Mayor 6db a 90° d 3/4" = 25.00 cm d 5/8" = 20.00 cm d 1/2" = 15.00 cm \LESPECIFICACIONES TECNICAS -353.0608908983918 -353.0608908983918 -353.0608908983918 -353.0608908983918 2Ø1/2" 2Ø1/2" SECCION A-A ESC. 1/10 A A 2Ø1/2" Ø3/8":1@.05, 6@.10, Rto.@.20 B B VIGAS DE AMARRE CADA 3 METROS 2Ø1/2" 2Ø1/2" SECCION B-B ESC. 1/10 B B .25 Ø3/8":1@.05, 6@.10, Rto.@.20 2.75 3.00 ESC. 1/25 Ø3/8":1@.05, 6@.10, Rto.@.20 Ø3/8":1@.05, 6@.10, Rto.@.20 2Ø1/2" Ø3/8":1@.05, 6@.10, Rto.@.20 A B B A .25 Ø3/8":1@.05, 6@.10, Rto.@.20 Ø3/8":1@.05, 6@.10, Rto.@.20 DISPOSICION DE PLANTA 2Ø1/2" -353.0608908983918 -353.0608908983918 Zapata -353.0608908983918 -353.0608908983918 -353.0608908983918 -353.0608908983918 -353.0608908983918 -353.0608908983918 C C D 4Ø1/2" Ø3/8":1@.05, 6@.10, Rto.@.20 4Ø1/2" Ø3/8":1@.05, 6@.10, Rto.@.20 Topografìa H variable segun Hmìnimo= 1.67 m. 4Ø1/2" 4Ø1/2" 2Ø1/2" 2Ø1/2" SECCION C-C ESC. 1/10 SECCION D-D ESC. 1/10 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" -353.0608908983918 Ø3/8":1@.05, 6@.10, Rto.@.20 2Ø1/2" 2Ø1/2" A A CONCRETO: \A1;0.43 \A1;0.57 \A1;0.37 \A1;0.11 \A1;0.43 \A1;0.02 \A1;0.36 \A1;0.28 \A1;0.60 \A1;0.63 \A1;0.69 \A1;0.51 \A1;0.59 \A1;0.94 \A1;0.70 \A1;0.28 \A1;0.14 \A1;0.06 \A1;0.64 \A1;0.01 \A1;0.39 \A1;0.19 \A1;0.49 \A1;0.89 \A1;0.73 \A1;0.05 \A1;0.45 \A1;0.29 \A1;0.03 \A1;0.63 \A1;0.32 \A1;0.72 \A1;0.02 \A1;0.67 \A1;0.01 \A1;0.41 \A1;0.31 \A1;0.91 \A1;0.61 \A1;0.42 \A1;0.60 \A1;0.02 \A1;0.93 \A1;0.10 \A1;0.93 \A1;0.02 \A1;0.53 \A1;0.43 \A1;5.70 \A1;4.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.38 \A1;0.40 \A1;2.14 \A1;0.40 \A1;1.38 \A1;3.26 \A1;0.66 \A1;5.10 \A1;0.30 \A1;26.56 \A1;0.50 \A1;1.90 \A1;2.70 \A1;0.20 \A1;0.20 \A1;3.06 \A1;3.06 \A1;0.30 \A1;3.07 \A1;0.30 \A1;3.07 \A1;0.30 \A1;0.30 \A1;0.40 \A1;1.36 \A1;0.40 \A1;0.30 \A1;1.00 \A1;5.70 \A1;4.50 \A1;0.40 \A1;0.50 \A1;d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E \A1;d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E \A1;d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E \A1;d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E \A1;d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E \A1;d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E \A1;0.20 \A1;0.20 \A1;1.50 \A1;0.40 \A1;1.90 \A1;0.40 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.01 \A1;0.40 \A1;0.88 \A1;0.40 \A1;0.75 \A1;2.30 \A1;1.90 \A1;5" \A1;0.20 \A1;5" \A1;2.34 \A1;3.66 \A1;0.25 \A1;1.04 \A1;3.10 \A1;5.80 \A1;3.63 \A1;3.00 \A1;0.87 \A1;1.76 \A1;0.97 \A1;0.41 \A1;0.10 \A1;0.40 \A1;1.15 \A1;0.40 \A1;1.15 \A1;5.00 \A1;5.80 \A1;3.00 \A1;0.10 \A1;1.15 \A1;0.40 \A1;1.90 \A1;0.40 \A1;1.15 \A1;3.00 \A1;0.10 \A1;3.10 \A1;5.00 \A1;0.87 \A1;0.80 \A1;0.74 \A1;0.60 \A1;4.50 \A1;0.40 \A1;0.79 \A1;5.10 \A1;5.50 \A1;0.40 \A1;2.07 \A1;0.80 \A1;0.74 \A1;1.54 \A1;0.40 \A1;5.10 \A1;5.50 \A1;2.40 \A1;1.63 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.24 \A1;0.42 \A1;2.05 \A1;0.05 \A1;0.100 \A1;0.400 \A1;0.330 \A1;0.30 \A1;0.30 \A1;0.66 \A1;0.60 \A1;0.26 \A1;0.34 \A1;0.63 \A1;2.10 \A1;0.40 \A1;1.50 \A1;0.30 \A1;3.26 \A1; 0+160 -40 -30 -20 -10 0 10 20 30 40 1032 1034 1036 1038 1040 0+170 1033.02 1033.018 -30 -40 -10 -20 1036 1033.018 1033.02 10 0 0+160 30 20 1034 1032 40 0+170 1040 1038 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 1032.00 1028.00 1030.00 1038.00 1034.00 1036.00 1040.00 1042.00 1046.00 1048.00 1050.00 1052.00 1054.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2" @ .15 Ø 1/2" @ .15 ACERO SUPERIOR Ø 5/8" @ .25 Ø 5/8" @ .25 ACERO INFERIOR 5 5 2d5/8" 8d1" VIGA 101 a8 - a8 4 Ø 5/8" d3/8", 1@.05, 4@.08,4@.15, Rto,@.20 A/E 5 5 ESC: 1/20 4 Ø 5/8" 5 5 5 Ø3/8":1@.05,4@.08, 4@.10, Rto.@.20 A/E a8 VIGA 101(40x30) a8 8 Ø 5/8" Ø3/8":1@.05,4@.08, 4@.10, Rto.@.20 A/E a8 VIGA 101(40x30) a8 8 Ø 5/8" Ø3/8":1@.05,4@.08, 4@.10, Rto.@.20 A/E a8 VIGA 101(40x30) a8 8 Ø 5/8" Ø3/8":1@.05,4@.08, 4@.10, Rto.@.20 A/E a8 VIGA 101(40x30) a8 8 Ø 5/8" Ø3/8":1@.05,4@.08, 4@.10, Rto.@.20 A/E a8 VIGA 101(40x30) a8 8 Ø 5/8" Ø1/2":1@.05,4@.08, 4@.10, Rto.@.20 A/E VIGA CAPITEL(60x66) 4 Ø 5/8" Ø 1/2" @ .15 Ø 1/2" @ 0.15 Ø 5/8" @ .25 Ø 5/8" @ 0.25 8d1" 2d5/8" 5 5 8d1" 8d1" 4d5/8" Ø 1/2" @ .15 Ø 1/2" @ 0.15 Ø 5/8" @ .25 Ø 5/8" @ 0.25 d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E d1/2", 1@.05,4@.08,4@.10,6@.15,Rto,@.20 A/E 4Ø1"+2Ø5/8" 4Ø1" 4Ø1" 4Ø1"+2Ø5/8" 4Ø1"+2Ø5/8" 4Ø1"+2Ø5/8" 2Ø1"+2Ø5/8" 2Ø1"+2Ø5/8" 4Ø1" 4Ø1" 2Ø5/8" 4Ø1" 4Ø1" 2Ø5/8" 4Ø1" 4Ø1" 2Ø1" 2Ø1" 2Ø1"+2Ø5/8" 2Ø1"+2Ø5/8" 2Ø1" 2Ø1" 2Ø1"+2Ø5/8" 2Ø1"+2Ø5/8" 2Ø1" 2Ø1" 2Ø1"+2Ø5/8" 2Ø1"+2Ø5/8" 2Ø1" 2Ø1" 4Ø1" 4Ø1" 2Ø5/8" 4Ø1" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 4Ø1" 2Ø5/8" 5 5 PLANTA ZAPATA MARGEN IZQUIERDA ESC: 1/50 5 5 5 5 5 5 5 5 EJE DE PUENTE B A A B CORTE A - A ESC: 1/50 PERPENDICULAR AL EJE DEL PUENTE CORTE B - B ESC: 1/50 PERPENDICULAR AL EJE DEL PUENTE a1 a1 a1 a1 a3 a3 a4 a4 a5 a5 a6 a6 a7 a7 a3 a3 a4 a4 a5 a5 a6 a6 a7 a7 5 5 2d5/8" 8d1" 8d1" 2d5/8" 5 5 2d5/8" 8d1" 8d1" 2d5/8" 5 5 2d5/8" 8d1" 8d1" 2d5/8" 5 5 2d5/8" 8d1" 8d1" 2d5/8" SECCION(TORRE) a2 - a2 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E SECCION(TORRE) a3 - a3 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E SECCION(TORRE) a4 - a4 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E SECCION(TORRE) a5 - a5 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E SECCION(TORRE) a6 - a6 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E SECCION(TORRE) a7 - a7 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E 5 5 Detalle B .40 Rell. con Zinc Barra de Acero A-50 Roscado d 2" \U+2205 2" 2" 5" 0.20 .55 .35 .35 Rell. con Zinc 2" 5" .25 2.34 5 Principal Eje Cable 5 5 Detalle A 5 MARGEN DERECHA - FRONTAL CAMARA DE ANCLAJE Esc:1/50 5 5 5 5 5 5 5 Tipo BOA 1 3/4" 3 Cables de Acero Estribos de sujeción fierro corrugado 1/2"@.30 Barras de anclaje 2" 5 5 5 5 5 5 5 5 5 SOLADO e= 10.00 cm SOLADO e= 10.00 cm 5 5 5 5 5 5 5 5 5 BARRAS DE ENCASTRE ESC: 1/10 CAMARA DE ANCLAJE 5 Esc:1/50 CAMARA DE ANCLAJE MARGEN DERECHA - PLANTA Esc:1/50 CAMARA DE ANCLAJE MARGEN DERECHA - PERFIL MURO DE ARRANQUE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BARRAS DE ENCASTRE Esc:1/50 MARGEN DERECHA - PERFIL MURO DE ARRANQUE Esc:1/50 MARGEN DERECHA - PLANTA MURO DE ARRANQUE Esc:1/50 MARGEN DERECHA - FRONTAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .03 5 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E 4d5/8" 2d1/2" 3d5/8" 4d5/8" VIGA CAPITEL ESC: 1/20 5 2 Ø 1/2" 3 Ø 5/8" 4 Ø 5/8" Ø3/8":1@.05,4@.08, 4@.10, Rto.@.20 A/E a8 VIGA 101(40x30) a8 8 Ø 5/8" a2 a2 a2 a2 5 5 2d5/8" 8d1" 8d1" 2d5/8" SECCION(TORRE) a1 - a1 ESC: 1/20 d1/2",1@.05, 4@.08,4@.10, 6@.15,Rto, @.20A/E 5 5 d 5/8" = 55.00 cm GANCHOS : 10db a 135° d 1/2" = 15.00 cm DOBLEZ : Mayor 6db a 90° d 3/4" = 25.00 cm d 5/8" = 20.00 cm d 1/2" = 15.00 cm \LESPECIFICACIONES TECNICAS CONCRETO:

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, bridge, DWG, hanging, locality, martin, PERU, san, suspension