Suspension Bridge DWG Detail for AutoCAD

Suspension Bridge DWG Detail for AutoCAD

Detail Suspension Bridge

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

ing. eleazar palaces, pedestrian bridge, national fund of social compensation, foncodes, presidency of the republic, department :, consultant :, paullo, district :, scale :, project :, hamlet :, drawing :, sections, cañete, c. huaytan j., lima, plane :, date :, province :, lamina: woven mesh, non-skid, isometric of decking, beam, stringers, see detail of clamp of pendola, aa alevacion, detail of upper clamp of pendola, detail anchor fixing and lashing, detail of expansion cars, anchoring camera elevation, front elevation anchoring camera, anchor camera plant, crosby clips, alternating joints, slope of the entire surface, projection of the junction, datum elev, section aa, bb section, cc section, dd section, fill, foundation plant, right margin tower, left margin tower, column projection, containment wall projection, technical specifications, cement type i, indicated coatings, incosur, const. pedestrian bridge of the chillco community, chincho district municipality, chincho, indicated, pip :, foundation, angara, clg, huancavelica, anchoring chamber, minimum level of water, extraordinary level of water, normal water level, bridge axis , topographical, river axis, river limit, anchor dice

Raw text data extracted from CAD file:

ING. ELEAZAR PALACIOS PUENTE PEATONAL FONDO NACIONAL DE COMPENSACION SOCIAL FONCODES PRESIDENCIA DE LA REPUBLICA DEPARTAMENTO: CONSULTOR: PAULLO PAULLO 1:100 DISTRITO: ESCALA: PROYECTO: CASERIO: DIBUJO: DICIEMBRE 1998 SECCIONES CAÑETE C. HUAYTAN J. LIMA PLANO: FECHA: PROVINCIA: LAMINA: 01 \A1;1 1/2" \A1;4 1/2" \A1;6" \A1;6" \A1;20 cm \A1;12.00" \A1;4.00" \A1;2.00" \A1;0.38 \A1;1 1/4 \A1;0.015 \A1;0.015 \A1;0.025 \A1;0.075 \A1;0.500 \A1;0.350 \A1;4.50 \A1;0.50 \A1;4.50 \A1;0.80 \A1;4" \A1;PLATINA e=1/8" \A1;2.00 \A1;Largueros 3"x5"x4.20 \A1;3" \A1;0.575 \A1;6.00" \A1;0.575 \A1;0.575 \A1;6.00" \A1;6.00" \A1;3.00" \A1;3.00" \A1;2.00" \A1;4.00" \A1;3 \A1;0.50 \A1;2.50 \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;6.00" \A1;5.00" \A1;2.00" \A1;1.00 \A1;2.20 \A1;6.00" \A1;1.00 \A1;0.50 \A1;0.30 \A1;27.09° \A1;31.46° \A1;0.50 \A1;2.50 \A1;2.20 \A1;0.50 \A1;0.35 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.35 \A1;0.50 \A1;2.90 \A1;3.50 \A1;4.50 \A1;4.50 \A1;2.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;7.50" \A1;60.50" \A1;0.075 \A1;0.058 \A1;0.085 \A1;0.058 \A1;0.075 \A1;0.075 \A1;0.20 \A1; Malla tejida de alambre F°G° 1/8" 2 Arriostres de 3"x15" Varrilla lisa d 5/8" TABLA 1.5"x8"x2.0 LARGUERO 3"x4.5"x8.20` Antideslizante (excepto en el tercio central) VARILLA LISA DE d 5/8" 2 Arriostres de 3"x1.5" VIGUETA 5"X6.5"X2.5M 3 CLAVOS DE 2 1/2" -155.4698435895473 -155.4698435895473 -155.4698435895473 PLATINA 1/4"x1 1/2" \A1;d1/2'+1/32' 1 2 1 2 -155.4698435895473 A A C C \A1;VIGUETAS 5"x6.5"x2.5 m @ 2.00 ISOMETRICO DE ENTABLADO ESCALA 1:200 UNIDOS CON 3 CLAVOS DE 4" 03 CLAVOS DE 4" 03 CLAVOS DE 4" 5 PLATINA DE 1/8" UNIDOS CON TIRANTES DE 1/4"x1/2" TABLON DE 2"x8"x2.00 m VIGA 3 CLAVOS DE 4" LARGUEROS ESCALA 1:200 ELEVACION 1-1 ESCALA 1:200 ESCALA 1:200 CORTE 2-2' VER DETALLE DE ABRAZADERA DE PENDOLA ESCALA 1:200 ALEVACION A-A 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 DETALLE DE ABRAZADERA SUPERIOR DE PENDOLA ESCALA 1:125 ESCALA 1:25 DETALLE DE ANCLAJE FIJACION Y AMARRE ESCALA 1:100 DETALLE DE CARROS DE DILATACION ESCALA 1:5 ESCALA 1:25 ELEVACION CAMARA DE ANCLAJE ELEVACION FRONTAL CAMARA DE ANCLAJE ESCALA 1:25 PLANTA CAMARA DE ANCLAJE ESCALA 1:25 2 TUBOS MACIZOS DE 3" O 2 RIELES GUARDA CABO DE d 1 1/4" 2 CABLES 1 1/4" CON ALMA DE ACERO PLATINA DE 1/4"x4"x12" -155.4698435895473 -33.48822784881236 -33.00760541613204 -32.45151058990928 25.735790782393 5 RODILLO FIERRO MACIZO d 7.5 cm 0.20x0.25 15.68995245415772 RODILLO FIERRO MACIZO d 7.5 cm PENDOLAS DE 5/8" PERNOS DE 5/8"x3 Amarre con alambre No 16 Accesorio antideslizante (excepto en el tercio central) 3" 2" 5 5 grapas de 1 5/8" MALLA DE d 3/8" DE 0.5x0.5 15.19601512490954 -13.65051395872888 GRAPAS CROSBY EMPALMES ALTERNADOS -33.53501627189894 -33.53501627189894 5 2 CABLES DE 1 1/4" TIPO BOA 6x19 AMARRE ALAMBRE No 16 RADIO 28 cm 8 GRAPAS DE d 15/8" PENDIENTE DE TODA LA SUPERFICIE 2 CABLES PRINCIPALES DE 15/8" juntas de 2" sellada 2 TUBOS MACIZOS 3" o 2 RIEL 3 clavos de 3" 1 arriostre a cada lado de la vigueta Abrazadera platinada 1/4"x4"x24" amarre con alambre No 16 Malla tejida de alambre N°16 pernos de union 12" Tabla 2"x8"x2.00m 22.02415151881974 \A1;Proyeccion del ampalme Perno de 5/8"x3" con tuerca 22.02415151881974 20.36163600839473 22.02415151881974 20.36163600839473 20.36163600839473 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 0.0 0.0 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -33.53501627189894 -33.53501627189894 -33.53501627189894 1.00 3x4" 3x2" 3 clavos de 3" malla tejida de alambre No 1/8" tablas unidas a largueros con larguero de 4" proyeccion del empalme 20.36163600839473 22.02415151881974 20.36163600839473 20.36163600839473 juntas de 2" selladas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22.76214429297852 22.76214429297852 25.735790782393 25.735790782393 25.735790782393 25.735790782393 25.735790782393 5 5 LARGUERO 3"x4.5"x8.20` LARGUERO 3"x4.5"x8.20` TABLA 1.5"x8"x2.0 LARGUERO 3"x4.5"x8.20` ING. ELEAZAR PALACIOS PUENTE PEATONAL FONDO NACIONAL DE COMPENSACION SOCIAL FONCODES PRESIDENCIA DE LA REPUBLICA DEPARTAMENTO: CONSULTOR: PAULLO PAULLO 1:100 DISTRITO: ESCALA: PROYECTO: CASERIO: DIBUJO: DICIEMBRE 1998 SECCIONES CAÑETE C. HUAYTAN J. LIMA PLANO: FECHA: PROVINCIA: LAMINA: 01 DATUM ELEV 1 2321.794 . 2 2322.403 . 3 2322.279 . 4 2322.013 . 5 2322.540 . 6 2322.083 . 7 2322.137 . 8 2323.205 . 9 2321.962 . 10 2321.978 . 11 2323.045 . 12 2322.051 . 13 2321.948 . 14 2322.722 . 15 2322.150 . 16 2322.030 . 17 2322.101 . 18 2322.080 . 19 2322.332 . 20 2322.053 . 21 2322.037 . 22 2321.552 . 23 2321.797 . 24 2321.855 . 25 2321.853 . 26 2321.666 . 27 2321.732 . 28 2322.139 . 29 2321.804 . 30 2321.869 . 31 2322.623 . 32 2321.795 . 33 2321.771 . 34 2322.773 . 35 2321.775 . 36 2321.715 . 37 2321.472 . 38 2321.790 . 39 2321.764 . 40 2322.578 . 41 2321.852 . 42 2321.892 . 43 2322.600 . 44 2321.582 . 45 2321.613 . 46 2321.389 . 47 2321.641 . 48 2321.600 . 49 2322.637 . 50 2321.722 . 51 2321.831 . 52 2322.624 . 53 2321.755 . 54 2321.881 . 55 2322.323 . 56 2321.857 . 57 2321.792 . 58 2322.244 . 59 2320.896 . 60 2321.803 . 61 2321.701 . 62 2321.221 . 63 2321.314 . 64 2321.264 . 65 2321.264 . 66 2320.287 . 67 2321.229 . 68 2320.244 . 69 2320.329 . 70 2320.957 . 71 2321.715 . 72 2321.673 . 73 2321.507 . 74 2321.775 . 75 2321.736 . 76 2321.287 . 77 2321.792 . 78 2321.694 . 79 2321.340 . 80 2321.603 . 81 2321.594 . 82 2321.325 . 83 2321.435 . 84 2321.213 . 85 2321.337 . 86 2321.378 . 87 2321.208 . 88 2321.447 . 89 2321.380 . 90 2321.053 . 91 2321.184 . 92 2321.426 . 93 2321.248 . 94 2320.923 . 95 2321.189 . 96 2321.533 . 97 2321.345 . 98 2321.188 . 99 2320.564 . 100 2322.080 . 101 2321.523 . 102 2321.211 . 103 2321.138 . 104 2320.733 . 105 2321.910 . 106 2321.728 . 107 2321.151 . 108 2321.129 . 109 2320.631 . 110 2321.077 . 111 2319.914 . 112 2321.070 . 113 2321.008 . 114 2321.222 . 115 2320.877 . 116 2320.163 . 117 2320.668 . 118 2320.836 . 119 2320.105 . 120 2318.849 . 121 2320.011 . 122 2320.234 . 123 2319.054 . 124 2320.421 . 125 2321.978 . 126 2321.933 . 127 2322.084 . 128 2322.233 . 129 2322.500 . 130 2322.115 . 131 2322.223 . 132 2322.147 . 133 2321.785 . 134 2321.918 . 135 2321.917 . 136 2322.090 . 137 2321.505 . 138 2319.042 . 139 2318.952 . 140 2319.200 . 141 2319.124 . 142 2319.345 . 143 2319.708 . 144 2319.564 . 145 2319.581 . 146 2320.037 . 147 2319.946 . 148 2320.263 . 149 2320.358 . 150 2319.970 . 151 2320.043 . 152 2319.946 . 153 2320.665 . 154 2320.753 . 155 2320.438 . 156 2320.692 . 157 2319.886 . 158 2320.447 . 159 2320.072 . 160 2320.828 . 161 2320.817 . 162 2320.791 . 163 2320.100 . 164 2321.099 . 165 2320.980 . 166 2320.089 . 167 2321.627 . 168 2321.014 . 169 2320.117 . 170 2321.584 . 171 2321.160 . 172 2320.224 . 173 2321.441 . 174 2321.401 . 175 2320.675 . 176 2321.181 . 177 2321.492 . 178 2321.217 . 179 2321.496 . 180 2321.723 . 181 2321.880 . 182 2321.958 . 183 2321.674 . 184 2322.066 . 185 2322.562 . 186 2321.381 . 187 2322.304 . 188 2322.974 . 189 2322.011 . 190 2322.037 . 191 2322.582 . 192 2321.703 . 193 2322.039 . 194 2322.598 . 195 2321.479 . 196 2321.535 . 197 2322.424 . 198 2321.403 . 199 2321.210 . 200 2322.494 . 201 2321.329 . 202 2320.801 . 203 2321.966 . 204 2321.158 . 205 2320.525 . 206 2320.941 . 207 2320.974 . 208 2320.615 . 209 2321.033 . 210 2320.223 . 211 2320.422 . 212 2320.874 . 213 2320.115 . 214 2320.108 . 215 2320.911 . 216 2320.130 . 217 2319.576 . 218 2320.556 . 219 2319.265 . 220 2319.842 . 221 2320.431 . 222 2321.794 . 76,33m 106,88m \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.60 \A1;1.90 \A1;1 \A1;0.1 \A1;2.3 \A1;5.65 \A1;4 \A1;3.95 \A1;4.25 \A1;4.00 \A1;4.25 \A1;6.25 \A1;1.00 \A1;0.10 \A1;0.50 \A1;3.25 \A1;0.50 \A1;3.60 \A1;0.50 \A1;3.20 \A1;0.50 \A1;3.25 \A1;1.50 \A1;0.10 \A1;7.45 \A1;1.50 \A1;0.10 \A1;1.00 \A1;0.10 \A1;VARIABLE MAX=7.30 MIN=5.65 \A1;4.00 \A1;0.10 \A1;1.70 \A1;0.60 \A1;1.70 \A1;1.50 \A1;0.80 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;1.60 \A1;0.60 \A1;1.75 \A1;0.04 \A1;0.04 \A1;0.075 \A1;0.40 \A1;1.75 \A1;0.04 \A1;0.04 \A1;0.075 \A1;0.30 \A1;2.25 \A1;0.50 \A1;0.05 \A1;2.50 \A1;2.45 \A1;2.50 \A1;0.80 \A1;0.80 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.60 \A1;3.00 \A1;15.30 \A1;2.80 \A1;6.50 \A1;1.40 \A1;.60 \A1;.30 \A1;7.20 \A1;0.50 \A1;0.40 \A1;1.00 \A1;2.30 \A1;0.80 \A1;3.10 \A1;7.20 \A1;0.50 \A1;0.40 \A1;1.00 \A1;2.30 \A1;0.80 \A1;3.10 \A1;3.41 \A1;4.30 \A1;3.25 \A1;4.44 \A1;5.10 \A1;1.50 \A1;1.00 \A1;40.34 \A1;36.40 \A1;32.98 \A1;36.40 \A1;33.06 \A1;8.29 \A1;7.88 \A1;7.41 \A1;6.98 \A1;6.47 \A1;6.04 \A1;5.55 \A1;5.16 \A1;4.80 \A1;4.53 \A1;4.21 \A1;3.91 \A1;3.63 \A1;3.37 \A1;3.06 \A1;2.84 \A1;2.73 \A1;2.55 \A1;2.40 \A1;2.27 \A1;2.08 \A1;1.99 \A1;1.92 \A1;1.87 \A1;1.84 \A1;1.83 65 29,9 7,2 29,86 7,26 65 29,84 7,18 29,9 7,2 5 5 SECCION A-A ESCALA: 1:50 ESCALA: 1:50 SECCION B-B ESCALA: 1:50 SECCION C-C SECCION D-D ESCALA: 1:50 559.29 568.24 RELLENO B C D D B A A C 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 VARIABLE MAX=7.30 MIN=5.65 5 ESCALA: 1:50 SECCION A-A PLANTA CIMENTACION ESCALA: 1:50 TORRE MARGEN DERECHA 560.79 5 559.29 TORRE MARGEN DERECHA TORRE MARGEN IZQUIERDA 5 5 5 5 5 5 5 5 5 5 5 5 \A1;d 3/4" @ 0.40 d 1/2" @ 0.45 PROYECCION COLUMNA \A1;d 1/2" @ 0.45 \A1;d 1" @ 0.20 \A1;d 1/2" @ 0.25 H \A1;d 1/2" @ 0.40 V d 1/2" @ 0.25 H d 1/2" @ 0.45 V \A1;d 1/2" @ 0.35 H \A1;d 1" @ 0.40 V \A1;d 1/2" @ 0.45 5 5 5 5 \A1;d 1" @ 0.30 \A1;d 1/2" @ 0.45 5 \A1;d 3/4" @ 0.40 \A1;d 1/2" @ 0.30 d 3/4" @ 0.40 5 5 5 5 5 0.50 0.05 5 5 5 PROYECCION DE MURO DE CONTENCION 5 5 1 1 2 2 2 2 2 2 \A1;d 1/2" @ 0.45 \A1;d 1" @ 0.20 SECCION 1-1 ESCALA: 1:20 ESCALA: 1:20 SECCION 2-2 \A1;5 d 3/4" \A1;2 d 1/2" \A1;5 d 3/4" \A1;4 d 1" \A1;2 d 1" \A1;4 d 1" estribo d 3/8" 1 @ 0.05, 4@0.10, resto @ 0.20 C/cara 5 5 5 5 ARMADURA INFERIOR d 1", @ 0.20 ARMADURA INFERIOR d 1", @ 0.30 ESPECIFICACIONES TECNICAS CONCRETO ZAPATAS: f'c=210 Kg/cm2+aditivo acererante de fragua CONCRETO MUROS, COLUMNAS, VIGAS: f'c=210 Kg/cm2 ACERO: f'y=4200 Kg/cm2 CEMENTO TIPO I RECUBRIMIENTOS INDICADOS TARRAJEO DE SUPERFICIES: MORTERO 1:5 C:H estribo d 3/8" @ 0.05, 4@0.10, resto @ 0.20 C/cara d 1/2" @ 0.45 H d 1/2" @ 0.30 V 5 5 5 INCOSUR CONST. PUENTE PEATONAL DE LA COMUNIDAD DE CHILLCO municipalidad distrital de chincho DEPARTAMENTO: CONSULTOR: CHINCHO INDICADA DISTRITO: ESCALA: PIP: DIBUJO: ENERO - 2010 CIMENTACION ANGARAES C.L.G. HUANCAVELICA PLANO: FECHA: PROVINCIA: LAMINA: C 0+010 0+020 0+030 0+040 0+050 0+060 5 5 .60 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 25' 24' 23' 22' 21' 20' 19' 18' 17' 16' 15' 14' 12' 13' 11' 10' 9' 8' 7' 6' 5' 4' 3' 2' 1' 0' .30 5 5 5 5 5 5 5 CAMARA DE ANCLAJE 5 5 5 5 5 5 5 CAMARA DE ANCLAJE NIVEL MINIMA DE AGUA NIVEL EXTRAORDINARIO DE AGUA NIVEL NORMAL DE AGUA RAMPA C/ MURO SECO RAMPA CONCRETO CICLOPEO C:H: 1:12:+40% DE PG 5 5 5 0+000 L C EJE DE PUENTE (MARGEN IZQUIERDA) Km. 0+030 Km. 0+095 EJE DE PUENTE (MARGEN DERECHA) 0+070 0+080 0+090 0+100 0+110 0+120 0+124.73 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;6.00 \A1;6.00 \A1;4.00 \A1;2.35 \A1;5.50 \A1;3.00 5 5 5 5 5 5 5 5 5 5 INCOSUR CONST. PUENTE PEATONAL DE LA COMUNIDAD DE CHILLCO municipalidad distrital de chincho DEPARTAMENTO: CONSULTOR: CHINCHO INDICADA DISTRITO: ESCALA: PIP: DIBUJO: ENERO - 2010 TOPOGRAFICO ANGARAES C.L.G. HUANCAVELICA PLANO: FECHA: PROVINCIA: LAMINA: T EJE DE RIO LIMITE DE RIO LIMITE DE RIO LIMITE DE RIO LIMITE DE RIO EJE DE PUENTE (MARGEN IZQUIERDA) Km. 0+030 Km. 0+095 EJE DE PUENTE (MARGEN DERECHA) DADOS DE ANCLAJE DADOS DE ANCLAJE

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, bridge, DETAIL, DWG, suspension