Ribbed Slab DWG Section for AutoCAD

Ribbed slab with details – Canted beams . Slab sections, specifications

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

slab type cut, the nerves, mesh, beam, lightened box, Stair’s hole, high floor slab, scale, sense, esc.h esc.v., sense, esc.h esc.v., sense, esc.v., senses, anchor overlap, reinforcing nerve, fmla. gunsha zhangallimbay, high floor slab: cut type slab notes., draft:, contains:, architectural design:, resp. technique:, owner:, municipal seals:, cadastral code:, date:, scale:, sheet:, Mrs. maria zhangallimbay, graphing:, yellow, color, cyan, magenta, white, blue, green, general notes resistance materials: concrete f’c steel fy fy take cylinders on site for quality control f’c of the concrete minimum free coating: on foundations cm on beams columns cm on slabs stairs cm the stirrup hooks will go in shape indicated otherwise it will not fulfill its function the stirrups of the beams start no more than of the face of the columns the separations of the stirrups refer in the ends in the center of each section of beam column the in are indicated in meters the measures prevail over the drawing scale

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;1.00 \A1;0.80 \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;1.00 \A1;0.80 \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;3.95 \A1;3.69 \A1;2.81 \A1;1.14 \A1;3.48 \A1;0.73 \A1;0.46 \A1;16.25 \A1;3.52 \A1;3.91 \A1;7.43 CORTE TIPO DE LOSA 5 5 5 5 As de Nervios Malla d5.5 \Fsimplex.shx|c1;c/\Fsimplex.shx|c0;30 o M.E.d4 c/20 5 5 5 5 5 Viga \Fsimplex.shx|c1;entre \Fsimplex.shx|c0;C\Fsimplex.shx|c1;olumnas Cajoneta Alivianada 0.40×0.20×0.15 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 0.10 N1 0.10 N1 0.4\Fsimplex.shx|c1;0 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N2 0.4\Fsimplex.shx|c1;0 0.10 N2 0.4\Fsimplex.shx|c1;0 0.10 N3 0.4\Fsimplex.shx|c1;0 0.10 N3 0.4\Fsimplex.shx|c1;0 0.10 N3 0.4\Fsimplex.shx|c1;0 0.10 N3 0.4\Fsimplex.shx|c1;0 0.10 N3 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N4 0.4\Fsimplex.shx|c1;0 0.10 N4 0.4\Fsimplex.shx|c1;0 0.10 N4 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.10 N1 0.4\Fsimplex.shx|c1;0 0.20X0.40 VX1 0.20X0.40 VY1 0.20X0.40 VX2 0.20X0.40 VX3 0.20X0.40 VX4 0.20X0.40 VX5 0.20X0.40 VX6 0.20X0.40 VX7 0.20X0.40 VY2 0.20X0.40 VY3 0.20X0.40 VY4 0.20X0.40 VY5 0.10 N1 0.4\Fsimplex.shx|c1;0 Hueco de Escalera LOSA DE PLANTA ALTA Escala 1:50 VIGAS, Sentido X Esc.H 1:50 – Esc.V. 1:25 VIGAS, Sentido Y Esc.H 1:50 – Esc.V. 1:25 5 5 VX7 5 5 5 5 1d1\Fsimplex.shx|c0;2 2d12 1d1\Fsimplex.shx|c0;2 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VX6 5 5 5 5 1d1\Fsimplex.shx|c0;2 2d12 1d1\Fsimplex.shx|c0;2 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VX5 5 5 5 5 1d1\Fsimplex.shx|c0;2 2d12 1d1\Fsimplex.shx|c0;2 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VX4 5 5 5 5 1d1\Fsimplex.shx|c0;2 2d12 1d1\Fsimplex.shx|c0;2 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 1d1\Fsimplex.shx|c0;2 3d12 3d12 1d1\Fsimplex.shx|c0;2 5 5 VX3 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VX2 5 5 5 5 1d1\Fsimplex.shx|c0;2 2d12 1d1\Fsimplex.shx|c0;2 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VX1 5 5 5 5 1d1\Fsimplex.shx|c0;2 2d12 1d1\Fsimplex.shx|c0;2 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 5 5 5 5 5 5 3d12 3d12 1d12 2d12 2d12 1d12 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VY1 5 5 3d12 3d12 1d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 1d12 5 5 VY2 5 5 5 5 5 5 5 3d12 3d12 1d12 2d12 2d12 1d12 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VY3 5 5 5 3d12 3d12 1d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 1d12 5 5 VY4 5 5 5 5 5 5 5 3d12 3d12 1d12 2d12 2d12 1d12 3d12 3d12 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 Ed8\Fsimplex.shx|c1; c/1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;-20-1\Fsimplex.shx|c0;0\Fsimplex.shx|c1; En L/4-L/2-L/4 5 5 VY5 5 N1 NERVIOS, Sentido X Esc.H\Fsimplex.shx|c1; 1:\Fsimplex.shx|c0;50 – Esc.V. 1:12.5 5 5 5 5 5 5 1d8 1d8 1d8 1d10 N2 5 5 5 5 5 1d8 1d8 1d8 1d10 5 5 5 1d8 1d8 1d10 N3 5 5 N4 5 5 5 5 5 5 1d8 1d8 1d8 1d10 \Fsimplex.shx;d10 \Fsimplex.shx;d8 \Fsimplex.shx;d14 \Fsimplex.shx;d18 \Fsimplex.shx;d16 \Fsimplex.shx;d12 \Fsimplex.shx;d20 X Y SENTIDOS \H0.8x;f’c=\Fsimplex.shx|c0;24\Fsimplex.shx|c1;0Kg/cm2 fy=4200Kg/cm2 (d>8mm) \Fsimplex.shx;35cm \Fsimplex.shx;30cm \Fsimplex.shx;45cm \Fsimplex.shx;55cm \Fsimplex.shx;50cm \Fsimplex.shx;60cm \Fsimplex.shx;40cm ANCLAJE Y TRASLAPE Nervio de refuerzo 0.1\Fsimplex.shx|c1;0mx0.2\Fsimplex.shx|c0;0\Fsimplex.shx|c1;m As=\Fsimplex.shx|c0;2\Fsimplex.shx|c1;d1\Fsimplex.shx|c0;0\Fsimplex.shx|c1;mm E.d8mm c/\Fsimplex.shx|c0;20 5 NR10\H0.8x; 5 5 5 5 5 5 5 5 5 5 5 5 NR10 Fmla. GUNSHA ZHANGALLIMBAY JUNIO-2007 LOSA de PLANTA ALTA: Vigas, Nervios, Corte Tipo de Losa Notas. PROYECTO: CONTIENE: Diseño Arquitectónico: Resp. Técnica: Propietario: Sellos Municipales: Código catastral: Fecha: Escala: 1:50/A1 1:75/A2 A1 Lámina: Sra. Maria Zhangallimbay Graficación: yellow color 8 cyan magenta white blue green NOTAS GENERALES : \H0.3667x;USAR MATERIALES DE RESISTENCIA: HORMIGON f’c = 240 Kg/cm2 ACERO fy = 4200 Kg/cm2; fy = 2800 Kg/cm2 (d8mm o menor) TOMAR CILINDROS EN OBRA PARA CONTROL DE CALIDAD f’c DEL HORMIGON RECUBRIMIENTO LIBRE MINIMO: EN CIMIENTOS = 4.0 cm EN VIGAS Y COLUMNAS = 2.5 cm EN LOSAS Y ESCALERAS = 1.5 cm LOS GANCHOS DE LOS ESTRIBOS IRAN DOBLADAS, 10d, EN LA FORMA INDICADA Y NO A ESCUADRA, DE LO CONTRARIO NO CUMPLIRAN SU FUNCION LOS ESTRIBOS DE LAS VIGAS EMPIEZAN A NO MAS DE 5cm DE LA CARA DE LAS COLUMNAS LAS SEPARACIONES DE LOS ESTRIBOS SE REFIEREN A L/4 EN LOS EXTREMOS Y L/2 EN EL CENTRO DE CADA TRAMO DE VIGA O COLUMNA LAS MEDIDAS, EN GENERAL, ESTAN INDICADAS EN METROS (m.), Y LAS MEDIDAS PREVALECEN SOBRE LA ESCALA DEL DIBUJO 0.10 0.10 0.20 0.30 0.40 0.60 0.10