Detail Entresol DWG Detail for AutoCAD

Detail Entresol DWG Detail for AutoCAD

Detail entresol – light slab – Technical specifications

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

variable, beams., structural notes, live load of design, according detail, diameter of the rod., no horizontal construction joints are allowed in the ribs, the length of the overlap for the longitudinal union of the reinforcement should be, the one stipulated by the aci regulations, the vertical reinforcement of the castles should be anchored the foundation, On all the walls of masonry should be placed a screed, slab according to your level., the dimensions take precedence over the scale., the design was made based on the provisions of the aci, When you place beams with tip on the supports you must, the masonry anger tied with cement mix sand in proportion, length each being the length of the joist., placed sticks as upper reinforcement rod with, The anchorage length of the flexion effort will not be less than, all hooks will have the minimum length of times the, roof offices, columns walls, beams soleras, castles shoes, beams columns, shoes, sera grade will meet the astm standards, The protection coating of the reinforcing rods will be:, Supportive capacity of the land used in the design:, all the concrete will have a minimum resistance the compression days like this:, the reinforcing steel will have a minimum yielding effort of, beam width, variable, ribbing, unscaled, nerves, detail typical mezzanine slab, on, each vault, prefabricated section, vault

Raw text data extracted from CAD file:

VARIABLE 15 15 12 7 5 7 52 40 \A1;65 \A1;50 \A1;50 \A1;50 \A1;65 \A1;15 \A1;VARIABLE \A1;65 \A1;50 \A1;65 \A1;50 \A1;50 \A1;15 \A1;15 \A1;12 \A1;7 \A1;5 \A1;15 \A1;7 \A1;52 \A1;40 o vigas. NOTAS ESTRUCTURALES 5. Carga viva de diseno segun detalle diametro de la varilla. 6. No se permitiran juntas de construccion horizontales en las losas, nervaduras 7. La longitud del traslape para la union longitudinal del refuerzo debera ser la estipulada por el reglamento ACI 318-89 10. El refuerzo vertical de los castillos debera anclarse a la cimentacion o a la 11. Sobre todas las paredes de mamposteria debera colocarse una solera de remate losa de entrepiso, segun sea su nivel. 15. Las cotas priman sobre la escala. 14. El diseno se hizo basado en las disposiciones del Reglamento ACI 318-89. 13. Cuando se coloquen viguetas punta con punta, sobre los apoyos debera 12. La mamposteria ira ligada con mezcla de cemento y arena en proporcion 1:5. longitud L/5 a cada lado, siendo L la longitud de la vigueta. colocarse bastones como refuerzo superior (negativo); 1 varilla No.4, con 9. La longitud de anclaje del esfuerzo por flexion no sera menos de 40cm. 8. Todos los ganchos a 90° tendran la longitud minima de 12 veces el Oficinas = 350Kg/m2 y 250Kg/m2 Azotea = 200Kg/m2 Columnas = 4.0cm. Paredes = 2.0cm. Vigas = 4.0cm. Soleras = 2.0cm. Zapatas = 7.5cm. Castillos = 2.0cm. Vigas y columnas f'c=280Kg/cm2 Zapatas f'c=210Kg/cm2 sera de grado 40 y cumplira las normas ASTM A-615 4. El recubrimiento de proteccion de las varillas de refuerzo sera: 3. Capacidad soportante del terreno utilizada en el diseno: 5.0Kg/cm2. 1. Todo el concreto tendra una resistencia minima a la compresion a los 28 dias asi: 2. El acero de refuerzo tendra un esfuerzo minimo cedente de fy=2800 Kg/cm2 ANCHO VIGA VARIABLE 65 Nervaduras = 2.0cm. SIN ESCALA 50 NERVIOS DETALLE TIPICO LOSA ENTREPISO 65 1#3 SOBRE 50 CADA BOVEDILLA SECCION PREFABRICADA 50 BOVEDILLA 15 15 12 7 5 15 #3 @ 30 7 52 40

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, cover, dach, DETAIL, DWG, entresol, hangar, lagerschuppen, light, roof, shed, slab, specifications, structure, technical, terrasse, toit