Structure For Pluvial Render DWG Block for AutoCAD

Scheme of structure for for stormwaters render from country residence or condominium

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

Esc., Delivery header schematic, plant, raised, section, The lengths of the final heights the angle with respect, To the face of the, Topography of the final site., The guards must be emptied monolithically with the walls, The concrete use mpa., Cast iron, pipeline, Cast iron, Dock docking, natural terrain, ground, cut, Concrete of f’c, Delivery head detail, both senses, departure, front view, Batter, general plant, Concrete of f’c, both senses, Sewage system

Raw text data extracted from CAD file:

\A1;.10 \A1;3.20 \A1;1.00 \A1;.20 \A1;.40 \A1;.20 \A1;.50 \A1;1.00 \A1;1.20 \A1;.25 \A1;1.20 \A1;.20 \A1;1.15 \A1;.21 \A1;.20 \A1;.40 \A1;.14 \A1;1.10 \A1;Ø.40 \A1;.20 \A1;.20 \A1;.70 \A1;.75 \A1;.25 \A1;1.00 \A1;.20 \A1;.10 \A1;1.00 \A1;.30 \A1;.10 \A1; \A1; ESC. 1:50 Esquema Cabezote De Entrega Planta Alzado Seccion 1- LAS LONGITUDES DE LAS ALETAS, LAS ALTURAS FINALES Y EL ANGULO CON RESPECTO AL PARAMENTO DEL CABEZOTE, DEPENDEN DE LA TOPOGRAFIA DEL SITIO FINAL. 2- LOS GUARDARUEDAS DEBEN SER VACIADOS MONOLITICAMENTE CON LOS MUROS 3- EL CONCRETO A UTILIZAR F’c= 14 Mpa. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø.40 5 5 5 5 5 5 5 5 5 5 5 5 Enrocado de fondo tuberia Ø400mm Enrocado de fondo Atraque tuberia Ø400 mm Terreno Natural TERRENO CORTE A-A CONCRETO DE F’c =210 Kgf/Cm2 Detalle Cabezote De Entrega AMBOS SENTIDOS # 4C/.20Mtrs SALIDA VISTA FRONTAL TALUD PLANTA GENERAL # 4 C/.20Mtrs CONCRETO DE F’c =210 Kgf/Cm2 AMBOS SENTIDOS A A Alcantarillado Pluvial