Plans Foundation Details DWG Plan for AutoCAD

Details – specifications – axonometric

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

pillar of, pillar of, pillar of, pillar of, pillar of, pillar of, pillar of, pillar of, pillar of, section, scale, cimentacion plant, scale, plant foundation, pillar of, concrete, armor, lower armor, vertical armor, position, characteristics of control levels, Notes:, the quota corresponds to the quota, top of the ship’s hearth., next, position ii, execution of the work, control, coefficient of increase of actions, walls, slabs, soles, element, structural, normal, test tube, control, concrete, kind, normal, test tube, normal, kind, control, materials, security coefficients adopted, lower armor, vertical armor, upper armor, steel, between the, splices, distance, two, the total section of steel, percentage of overlapping bars, working traction with relation, position, position ii, cm., covering, upper armor, scale, detail, detail, honeycomb, compression layer, scale, section, stairway slab, section, scale, prefabricated, beam, section, scale, compression layer, honeycomb, compression layer, honeycomb, Wall, as the slab is finished at the same level as, the plate is raised cm. it is necessary, compensate for those cm. on the stairway slab., section, scale, armor of the beam, ladder after anchoring your, concrete with the slab of, detail, scale, section, scale, section, detail, Wall, section, scale, concrete with the slab of, ladder after anchoring your, armor of the beam

Raw text data extracted from CAD file:

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PROXIMOS POSICION II EJECUCION DE LA OBRA CONTROL : H-250 H-250 H-250 COEFICIENTE DE MAYORACION DE LAS ACCIONES f= MUROS LOSAS SOLERAS ELEMENTO ESTRUCTURAL NORMAL 1.5 1.5 1.5 c PROBETA PROBETA PROBETA CONTROL HORMIGONES TIPO NORMAL PROBETA PROBETA PROBETA NORMAL NORMAL TIPO CONTROL MATERIALES Y COEFICIENTES DE SEGURIDAD ADOPTADOS > 10ø < 10ø 94 25 113 > 10ø 31 > 10ø > 10ø < 10ø < 10ø > 10ø < 10ø 41 60 72 36 49 43 20 16 14 < 10ø > 10ø < 10ø 26 37 31 12 10 145 185 122 169 103 113 132 150 132 132 158 188 172 158 238 211 185 94 264 118 44 34 37 40 43 47 53 108 78 74 65 66 40 57 45 84 50 49 72 96 43 66 58 59 84 101 51 71 61 57 84 120 50 82 72 ARMADURA INFERIOR ARMADURA VERTICAL 47 34 56 (cm.) 29 43 36 31 50 42 Y 37 53 44 36 62 52 57 62 48 53 109 106 77 151 92 66 65 92 56 83 71 101 134 61 94 82 71 83 118 168 71 118 102 60 41 36 48 79 67 (cm.) 62 52 44 70 59 41 ARMADURA SUPERIOR 52 88 74 31 (cm.) 26 Y ACERO 510 N/mm² ENTRE LOS EMPALMES DISTANCIA DOS 20 ø (mm) A LA SECCION TOTAL DE ACERO PORCENTAJE DE BARRAS SOLAPADAS TRABAJANDO A TRACCION CON RELACION 50 POSICION I 25 33 20 >50 S O L A P E S 50 33 25 >50 POSICION II 1.6 4 1.15 1.15 1.15 4 4 cm. RECUBRIMIENTO s 132 25 84 59 51 20 16 14 ARMADURA SUPERIOR 44 (cm.) 37 12 (mm) 10 ø -34.04077312165395 -34.04077312165396 5 C.Ø8/0.20 -34.04077312165396 ALZADO-SECCION ESCALA 1:25 5.765724716591038 5.765724716591038 DETALLE 1 7Ø10 B B B -33.99098608217604 5 -34.04077312165396 -34.54077312165396 5 B C.Ø8/0.20 -34.04077312165396 -34.04077312165396 -34.04077312165396 5.765724716591038 5 -34.14077312165396 -34.04077312165396 B -34.04077312165396 7Ø10 DETALLE 2 -34.04077312165396 B 5.765724716591038 A A -34.04077312165396 2C.Ø8/0.10 7Ø16 0.90 0.90 0.90 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.1723265642205689 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.4588273845713076 0.65 19.34324710924615 0.90 PLACA ALVEOLAR + CAPA DE COMPRESION 19.78100204365124 2 2 11Ø16 0.0 ESCALA 1:25 SECCION 2-2 19.34324710924615 19.34324710924615 19.34324710924615 2Ø16 -0.55 19.34324710924615 19.34324710924615 11Ø20 CØ12/0.20 2Ø16 19.34324710924615 5 Ø12/0.20 Ø12/0.20 Ø12/0.20 0.70 0.90 Ø12/0.20 Ø12/0.20 Ø12/0.20 C.Ø8/0.20 4Ø10+3Ø20 7Ø10 LOSA DE ESCALERA 3 3 3 3 4 4 -11.01452646219727 -11.01452646219727 -11.01452646219727 SECCION 3-3 ESCALA 1:25 -11.01452646219727 -11.11452646219727 0.90 Ø10/0.20 C.Ø8/0.10 -11.01452646219727 -11.01452646219727 -11.01452646219727 2Ø16 -11.01452646219727 -0.55 C.Ø8/0.10 0.70 Ø12/0.20 Ø12/0.20 Ø12/0.20 Ø12/0.20 CØ12/0.20 11Ø20 2Ø16 11Ø16 -11.01452646219727 -11.01452646219727 PREFABRICADA VIGA -11.01452646219727 -11.01452646219727 Ø12/0.20 -11.01452646219727 0.90 -11.01452646219727 -11.11452646219727 0.65 SECCION 4-4 ESCALA 1:25 -19.07995785952723 0.90 -19.07995785952723 -19.07995785952723 -19.07995785952723 -19.07995785952723 -19.07995785952723 2Ø16 -0.55 Ø12/0.20 0.65 Ø12/0.20 Ø12/0.20 2Ø16 11Ø20 CØ12/0.20 -19.07995785952723 11Ø16 Ø12/0.20 Ø12/0.20 Ø12/0.20 -19.07995785952723 3Ø12 CAPA DE COMPRESION PLACA ALVEOLAR + 0.05 CAPA DE COMPRESION PLACA ALVEOLAR + 5.765724716591038 MURO 0.05 COMO LA LOSA ESTA ACABADA AL MISMO NIVEL QUE LA PLACA Y ESTA SE LEVANTA 0.25 cm. ES PRECISO COMPENSAR ESOS 0.05 cm. EN LA LOSA DE ESCALERA. 5 5 C.Ø8/0.20 4Ø20 C.Ø8/0.20 4Ø20 4Ø10+3Ø20 7Ø10 -5.620819199289034 -5.620819199289034 C.Ø8/0.20 C.Ø8/0.20 4Ø20 4Ø10+3Ø20 7Ø10 C.Ø8/0.20 4Ø20 4Ø10+3Ø20 SECCION A-A -8.419351249577034 ESCALA 1:25 -8.419351249577034 2C.Ø8/0.10 7Ø10 7Ø16 4Ø10+3Ø20 ARMADURA A LA DE LA VIGA ESCALERA TRAS ANCLAR SU HORMIGONAR CON LA LOSA DE DETALLE 1 10.58269828246557 10.58269828246557 10.58269828246557 ESCALA 1:25 SECCION ESCALA 1:25 4Ø20 SECCION 10.58269828246557 10.58269828246557 7Ø10 4Ø20 4Ø10+3Ø20 DETALLE 2 10.58269828246557 10.58269828246557 10.58269828246557 0.05 7Ø10 4Ø10+3Ø20 10.58269828246557 7Ø10 10.58269828246557 10.58269828246557 10.58269828246557 MURO 5 4Ø10+3Ø20 A 7Ø10 A 2C.Ø8/0.10 2Ø10 7Ø10 C.Ø8/0.20 -16.27973718913053 SECCION B-B ESCALA 1:25 -16.27973718913053 -16.27973718913053 -16.27973718913053 2Ø10 C.Ø8/0.20 -16.27973718913053 -16.27973718913053 -16.27973718913053 4Ø20 3Ø20 7Ø10 HORMIGONAR CON LA LOSA DE ESCALERA TRAS ANCLAR SU ARMADURA A LA DE LA VIGA