Corridor With Metal Cover DWG Section for AutoCAD

CORRIDOR WITH METAL COVER;INCLUDE DRAWING IN PLANT; DETAILS; SECTIONS

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

superintendence of engineering of terrestrial installations, production exploration, engineering assistant of scsm., download path, crosswalk, boards, constructive board, the seal, cover of, detail, see, n.t.c., verify in the field, existing foundation, plane note, concrete column cm, license plate, column, grout, hollow in the soul, license plate, rolled plates, motherboard, onstructora restadora de, echnical services, s.a., residence of urbanization works buildings, production exploration, n.p.t, n.t.e., concrete column cm, esc:, structural plant, esc:, longitudinal elevation, agros from mmø, motherboard, column, for anchors, of anchors, esc., esc:, detail, grout, the upper face, to weld better, around the drill, chamfering in cone, welding, motherboard, detail, esc., concrete column cm, license plate, license plate, esc:, detail, esc:, detail, column, column, grout, rolled plates, n.p.t, concrete column cm, esc:, transverse elevation, hollow in the soul, license plate, rolled plates, motherboard, motherboard, rolled plates, rolled plates, n.t.c., location, see detail, rolled plates, license plate, esc:, detail, grout, anchor detail, esc., n.d.e., n.t.c., detail, n.p.t, column, kind, slot for plate passage, motherboard, concrete, anchor, cover projection, sides, of the plate, see plan, smooth acrylic of mm. from, cover glass base, see plan, smooth acrylic of mm. from, cover glass base, description, profile table, secc., plates, element, steel, Three-plate section table, north

Raw text data extracted from CAD file:

SUPERINTENDENCIA DE INGENIERÍA DE INSTALACIONES TERRESTRES EXPLORACION Y PRODUCCION SUBGERENCIA DE INGENIERÍA DE PROYECTOS, GIC, SCSM. 1 1 10 32 45 50 64 75 99 151 122 124 145 144 138 164 188 172 235 240 254 242 260 272 279 111 149 170 220 229 01 02 03 04 05 06 08 07 09 11 12 14 13 15 16 17 18 21 19 20 23 24 22 26 25 28 27 29 31 30 33 37 38 39 41 42 44 40 43 47 46 49 48 51 53 52 54 56 55 57 59 58 62 61 60 63 65 66 67 68 69 70 71 93 94 90 92 91 89 87 88 86 85 84 83 81 82 78 80 77 79 76 109 107 108 106 105 104 102 101 103 100 98 97 96 95 114 113 115 116 150 152 154 153 118 117 121 123 128 130 129 131 132 146 142 143 139 141 140 136 137 157 155 156 158 159 161 160 162 163 165 166 167 184 185 183 182 181 187 186 180 178 179 177 175 176 173 174 194 196 197 198 201 199 200 203 202 215 212 213 195 211 209 214 231 210 230 232 233 234 227 228 226 237 239 238 250 251 248 249 247 255 253 246 244 243 241 245 236 259 263 261 257 264 258 256 271 265 270 268 267 274 275 266 273 262 269 278 277 276 281 280 282 284 283 285 34 35 36 72 73 74 112 110 126 125 127 133 134 148 135 169 147 168 171 193 192 191 190 189 205 204 206 208 207 223 225 221 222 219 218 224 217 216 252 ANDEN DE DESCARGA PASO PEATONAL 0 A-000 2.318395069800317 3.037499999947613 3.600000000034925 3.600000000034925 3.69899999993504 S 02 03 04 05 06 07 09 10 11 08 01 12 TABLEROS S JUNTA CONSTRUCTIVA 4″ B 5 B D F H J L N O P R 2 4 6 11 14 16 16′ 17 \A1;2.318 \A1;3.037 \A1;3.600 \A1;3.600 \A1;3.699 \A1;0.097 \A1;6536 \A1;4850 \A1;4850 \A1;5064 \A1;2700 \A1;21300 \A1;300 \A1;300 \A1;4764 \A1;300 \A1;4550 \A1;300 \A1;4550 \A1;5975 \A1;260 \A1;300 \A1;21300 \A1;150000 -84967.36616686708 1 2 3 A B \A1;8000 \A1;603 \A1;316 \A1;8000 \A1;8016 \A1;24016 \A1;3490 3.492117162369482 3.492117162369482 H J L N 3.492117162369482 3.492117162369482 3.492117162369482 3.492117162369482 V-A V-A V-A V-A V-A V-A V-A V-A V-A C-A C-A C-A C-A LOSACERO CUBIERTA DE DETALLE 3 VER N.T.C. VERIFICAR EN CAMPO CIMENTACION EXISTENTE N.P.T.+10.75 3.492117162369482 N.T.E.+14.24 (VER NOTA 9) EN PLANO G-001 \A1;300 \A1;2400 \A1;300 \A1;2700 \A1;2700 \A1;3400 \A1;3588 \A1;1350 \A1;1350 \A1;300 \A1;2700 \A1;1350 \A1;1350 \A1;444 \A1;444 140 140 200 200 48 25 150 25 d=13 300 \A1;550 b a c d e I II \A1;100 \A1;560 6 COLUMNA DE CONCRETO 30 CM d 6 PLACA e = 6 mm COLUMNA L C GROUT HUECO EN EL ALMA PLACA e = 6 mm IR-3 PLACAS ROLADAS (T-1) PLACA BASE e = 13 mm T-2 OC-114×8.56 ONSTRUCTORA Y RESTADORA DE ERVICIOS ECNICOS C P S T S.A. RESIDENCIA DE OBRAS DE URBANIZACION Y EDIFICACIONES EXPLORACION Y PRODUCCION 5 5 5 5 5 T-2 T-2 T-2 5 T-2 N.P.T + 10.60 N.T.E. + 14.00 COLUMNA DE CONCRETO 30 CM d 5 5 5 5 5 5 5 5 5 5 5 ESC: 1:50 PLANTA ESTRUCTURAL ESC: 1:50 ELEVACION LONGITUDINAL 6 4 AGROS. DE 19 mmØ PLACA BASE e = 13 mm COLUMNA L C PARA ANCLAS 13mmd DE ANCLAS ESC. 1:15 6 ESC: 1:15 DETALLE 3 GROUT LA CARA SUPERIOR PARA SOLDAR MEJOR A ALREDEDOR DEL TALADRO ACHAFLANAR EN CONO SOLDADURA PLACA BASE e = 13 mm OC-114 x 8.56 mm DETALLE 4 ESC. 1:15 6 COLUMNA DE CONCRETO 30 CM d T-2 6 PLACA e = 6 mm PLACA e=6 mm 6 ESC: 1:15 DETALLE 2 ESC: 1:15 DETALLE 1 COLUMNA L C COLUMNA L C GROUT GROUT 5 5 5 5 5 T-I IR- 3 PLACAS ROLADAS T-2 N.P.T + 10.60 N.T.E.+ 14.00 COLUMNA DE CONCRETO 30 CM d (C-1) ESC: 1:50 ELEVACION TRANSVERSAL 5 5 5 5 (TIPO) T-2 5 HUECO EN EL ALMA PLACA e = 6 mm 6 IR-3 PLACAS ROLADAS (T-1) IR-3 PLACAS ROLADAS (T-1) PLACA BASE e=13 mm PLACA BASE e = 13 mm T-I PLACAS ROLADAS (TIPO) T-I PLACAS ROLADAS 5 5 5 5 5 N.T.C. + 13.30 \A1; LOCALIZACION 5 5 5 5 VER DETALLE 3 (TIPO) (TIPO) (TIPO) 5 5 IR-3 PLACAS ROLADAS (T-1) T-2 PLACA e = 6 mm ESC: 1:15 DETALLE 5 DETALLE 1 DETALLE 2 DETALLE 5 GROUT 5 DETALLE DE ANCLA 5 ESC. 1:15 d=13 5 N.D.E. N.T.C. DETALLE 3 b a c d e I II T-1 T-1 T-1 T-1 B a b c d e 5 5 N.P.T + 10.45 5 T-2 T-2 T-2 OC-114×8.56 COLUMNA 6 TIPO RANURAR T-2 PARA PASO DE PLACA PLACA BASE e=13mm CONCRETO ANCLA PROYECCION DE CUBIERTA 3 LADOS DE LA PLACA D-849-247-D-050 ESPESOR, VER PLANO ACRILICO LISO DE 16 mm. DE CUBIERTA A BASE DE VIDRIO D-849-247-D-050 ESPESOR, VER PLANO ACRILICO LISO DE 16 mm. DE CUBIERTA A BASE DE VIDRIO DESCRIPCION OC-114 x 8.56 mm (4″d) T-2 TABLA DE PERFILES bf (mm) SECC. 3 PLACAS T-1 ELEMENTO A-36 160 ACERO d (mm) tf (mm) 6 102 10 tw (mm) TABLA DE SECCION DE TRES PLACAS b f t w d t f t f b f NORTE