I4 Level Post Foundation And Lightweight Structures DWG Block for AutoCAD

I4 Level Post Foundation And Lightweight Structures DWG Block for AutoCAD

MAP structures; FOUNDATION AND lightened a health post LEVEL I4

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

axes two digits, variable, locality :, district :, province :, region :, specialty :, structures, floor plan :, roof – details, date :, cad :, scale :, format :, sheet :, project :, specialist :, lightened, lightened daniel, double joist, entry, beams box, description, longitudinal steel, section, stirrups, observations, structural columns table, table of confinement columns, table of plates, as. vertical, as. horizontal, estr of confinam., as. confinement, overlapping length in beams, the lower steel will be spliced ​​over the supports, h any, consult the designer., in the same section, note: vertical, typical splice, obstetric station, puerperium room, neonatology room , being of patients – visiting, visiting, lobbying, newborn care, stretcher station, washing surgical equipment, induction and anesthesia, delivery room, sterilization center and equipment, rigid area, nurses station, pastry, corridor, recovery room, ss.hh, semi rigid area, cto. septic, will be placed in the concrete with standard hooks, which, the specified dimensions in foundations, columns, plates, and beams, should end in, in longitudinal form, in beams, the reinforcing steel used, the table shown ., rmax, standard hooks on corrugated iron rods, typical shoe detail, mismatched joints, vertical joints must not coincide, in consecutive courses., foundation run, overlay, overlap detail in beams, outside the area of, of the total area in the same, the joints will be located in, different parts trying to, confinement., detail of typical confinement column, dilatation room, detail of secondary column, k ”, guardhouse , a ”, pump room, projection of columns, corrido foundation, affirmed, garden, sidewalk, patio, for embedded pipe, reinforcement detail, tube, filling with, concrete, drainage, z z cut, parameters that define in seismic strength, compacted terrain, foundations

Raw text data extracted from CAD file:

EJES DOS DIGITOS EJES DOS DIGITOS C EJES DOS DIGITOS EJES DOS DIGITOS 4.575 1.45 3.30 1.40 4.575 2.10 2.10 1.30 3.35 3.55 4.45 1.45 4.575 4.575 1.45 3.30 2.80 4.25 3.45 1.575 0.05 0.875 1.15 2.00 1.85 2.35 2.05 1.40 2.35 2.30 2.425 4.25 3.45 1.575 0.05 2.425 2.30 2.10 2.10 1.30 3.35 3.55 4.45 1.45 0.875 1.15 2.00 1.85 2.35 2.90 2.90 5.125 4.65 4.45 2.68 1.05 1.05 0.35 0.35 0.65 0.65 0.65 1.35 1.10 0.85 1.10 0.25 0.40 0.70 1.10 0.40 0.50 0.80 0.70 0.50 0.60 0.60 0.50 0.50 0.85 1.10 0.70 1.10 0.50 0.65 0.40 0.25 0.40 0.80 0.70 0.50 0.65 0.70 1.05 1.05 1.10 1.05 0.70 0.35 0.35 0.65 0.65 1.35 1.10 0.80 0.70 0.50 1.05 0.70 0.80 0.70 0.50 1.10 1.05 1.05 1.35 1.10 2.800 2.325 1.05 1.05 0.35 0.35 0.90 0.90 0.90 0.65 0.65 0.90 0.90 0.90 1.15 1.05 0.35 0.35 0.50 0.70 1.00 1.00 1.00 1.00 0.50 0.70 0.50 0.70 0.50 0.50 0.50 0.70 0.70 1.15 0.50 0.70 0.60 0.65 0.65 0.65 1.10 0.95 0.95 3.85 1.95 0.55 0.30 0.30 0.90 0.50 1.05 0.35 0.65 0.65 0.65 0.50 1.00 0.35 1.05 0.85 1.05 4.45 1.45 0.50 1.35 0.85 1.35 1.00 1.05 1.05 0.50 0.90 0.50 1.05 0.35 0.65 0.85 0.65 0.65 0.25 0.35 0.70 0.70 1.00 0.35 0.90 0.50 0.85 1.05 0.65 0.25 0.70 1.10 1.10 0.65 0.65 1.05 0.50 0.35 1.00 1.15 0.35 0.50 1.00 0.35 0.50 1.05 1.00 0.35 0.85 0.25 2.10 2.10 1.30 3.35 3.55 4.45 1.45 4.575 1.225 2.10 1.30 3.35 3.55 4.45 1.45 4.575 0.875 1.15 2.35 5.125 4.45 2.68 1.05 1.05 0.85 1.10 0.70 1.10 0.50 0.85 1.10 0.70 1.10 0.50 1.05 1.05 1.10 1.05 0.70 1.05 0.70 1.10 1.05 2.675 2.325 1.05 1.05 1.125 1.025 0.80 1.05 4.65 0.35 0.35 0.65 0.65 0.65 1.35 1.10 0.40 0.25 0.40 0.80 0.70 0.50 0.60 0.60 0.65 0.40 0.25 0.40 0.80 0.70 0.50 0.65 0.70 0.35 0.35 0.65 0.65 1.35 1.10 0.80 0.70 0.50 0.80 0.70 0.50 1.05 1.35 1.10 0.35 0.35 0.90 0.90 0.90 0.65 0.65 0.50 0.70 1.00 1.00 1.00 1.00 0.50 0.70 0.50 0.70 0.875 0.975 0.675 0.625 0.575 1.05 1.05 0.675 1.175 1.20 1.175 1.025 1.05 1.05 1.325 1.325 1.05 1.05 0.275 0.875 0.875 0.975 0.325 2.025 0.80 0.55 0.95 0.25 0.40 0.25 0.60 0.40 0.25 0.50 0.25 0.25 0.40 0.35 0.25 0.25 0.40 0.25 0.40 0.30 0.25 0.30 0.15 0.20 0.15 0.25 0.15 0.30 0.30 0.15 0.15 0.30 0.35 0.15 0.15 0.25 0.25 1 1 a c EJES DOS DIGITOS 0.20 0.60 0.10 0.20 0.10 \A1;.40 \A1;.40 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 0.875 1.85 2.35 2.30 2.425 4.575 1.45 3.30 2.80 4.25 3.45 4.575 1.45 3.30 2.80 4.25 3.45 1.575 0.50 1.15 1.05 0.95 1.95 1.00 0.85 1.35 1.05 1.00 1.05 0.85 0.50 1.35 0.35 1.00 0.35 1.05 0.50 1.00 1.00 1.00 0.35 1.15 2.00 2.35 2.10 1.35 1.575 0.50 0.90 0.90 0.90 0.35 0.35 0.50 0.50 0.50 0.70 0.70 1.15 0.50 0.60 0.70 0.65 0.65 0.65 1.10 0.95 3.85 0.55 0.30 0.30 0.90 0.50 1.05 0.35 0.65 0.65 0.65 0.50 0.35 1.05 1.05 4.45 1.45 0.50 0.85 0.90 0.50 0.35 0.65 0.85 1.05 0.85 0.65 0.65 0.25 0.70 0.70 0.90 0.50 0.85 1.05 0.65 0.25 0.70 1.10 1.10 0.65 0.65 0.35 1.15 0.35 0.50 1.05 0.35 0.50 0.85 0.25 3.85 8.45 4.20 2.35 3.05 3.80 1.50 4.50 5.65 3.50 4.75 2.85 4.20 3.25 4.20 6.35 2.45 0.15 0.40 1.65 2.80 2.05 2.55 1.25 1.20 2.10 1.40 4.95 4.00 2.45 1.50 4.65 4.00 3.45 2.45 1.55 4.80 3.45 2.45 1.55 4.00 3.30 4.50 1.95 1.85 2.45 1.55 5.95 2.20 4.80 21.40 15.50 16.40 15.50 2.35 1.15 4.20 0.40 0.15 0.25 0.15 0.30 0.50 0.40 0.25 0.15 0.30 0.35 0.35 0.15 0.15 0.50 0.25 0.15 0.15 0.15 Lp Lp 0.15 0.15 Lp 0.15 0.15 0.15 Lp2 Lp1 0.15 0.15 Lp1 0.15 Lp2 0.55 0.25 0.20 0.35 0.20 0.30 0.20 0.20 0.20 0.25 0.25 2/3H H/6 H/6 0.25 0.40 0.45 0.45 0.40 0.40 0.25 0.25 0.40 0.55 2.95 0.50 2.20 0.40 2.45 0.40 2.55 0.40 0.25 3.50 0.25 2.20 0.25 2.60 0.25 2.70 0.70 0.60 0.90 0.25 0.45 0.45 0.20 0.30 0.20 0.30 0.80 0.20 0.30 0.20 0.30 0.20 0.30 0.20 0.30 1.20 0.95 0.60 0.75 0.45 0.45 0.60 0.20 0.45 0.60 0.60 0.95 0.25 2.40 0.30 2.05 0.25 1.90 0.30 1.75 0.25 4.40 0.25 3.30 0.25 2.75 0.25 1.20 0.25 1.20 0.25 1.20 0.25 2.75 0.25 1.40 0.25 0.40 EJES DOS DIGITOS 0.25 0.40 0.25 0.40 0.15 0.40 0.15 0.40 0.15 0.40 2.05 0.25 1.90 0.20 1.85 0.25 4.40 0.25 3.30 0.25 1.20 0.25 4.20 0.60 0.95 1.20 0.80 0.25 2.40 0.30 0.25 4.20 0.25 0.95 0.60 0.15 0.40 0.25 0.40 0.25 0.40 0.25 0.40 0.25 0.40 0.20 0.25 0.60 0.60 0.60 0.60 0.60 0.875 2.35 2.30 2.425 4.575 1.45 3.30 1.40 4.25 3.45 0.05 2.425 2.30 2.100 2.10 1.30 3.35 3.55 4.45 1.45 4.575 2.10 2.10 1.30 3.35 3.55 4.45 1.45 4.575 4.575 1.45 3.30 2.80 4.25 3.45 1.575 0.05 0.875 1.15 2.90 2.90 2.800 2.80 2.325 1.95 3.525 1.40 1.15 2.35 3.45 1.575 0.95 2.90 2.35 3.85 1.20 c c 0.25 VARIABLE 0.50 0.40 0.25 0.50 0.13 0.15 0.40 0.80 0.25 0.10 0.10 0.05 0.45 0.20 G 0.24 0.40 0.80 0.25 0.10 0.10 0.10 0.05 0.13 0.45 0.80 0.25 0.15 0.10 0.10 0.05 0.45 0.10 0.05 0.60 0.70 0.60 0.15 0.80 0.25 0.10 0.10 0.10 0.10 0.05 0.45 0.60 0.10 0.20 0.55 0.10 0.10 0.05 0.50 0.13 0.24 0.80 0.25 0.10 0.60 0.45 0.10 0.10 0.05 EJES DOS DIGITOS 0.24 0.40 0.80 0.25 0.10 0.60 0.40 0.10 0.10 0.05 0.07 0.07 0.25 0.50 0.10 0.10 0.05 0.40 0.30 0.40 0.50 0.25 0.10 0.10 0.05 0.50 0.80 0.25 0.10 0.10 0.05 0.50 0.45 0.80 0.40 0.40 0.13 0.25 0.30 0.80 0.10 0.10 0.05 0.25 0.50 0.10 0.10 0.05 0.75 0.90 0.90 0.90 1.00 1.00 1.00 1.20 1.20 0.90 0.55 0.25 0.25 0.50 0.10 0.10 0.05 0.25 0.50 0.25 0.50 0.10 0.10 0.05 0.40 0.25 0.40 0.25 0.40 0.25 0.25 0.50 0.10 0.10 0.05 0.25 0.50 0.10 0.10 0.05 0.25 0.50 0.10 0.10 0.05 1.20 2.375 1.00 1.65 1.00 1.85 1.20 1.80 0.90 0.50 0.40 0.50 0.40 0.50 0.45 0.125 2.075 1.20 1.175 1.425 0.875 1.95 1.80 2.10 0.075 2.225 1.20 2.225 1.325 0.75 0.75 1.25 1.575 2.375 0.75 0.75 0.45 1.45 0.925 0.975 1.45 1.025 1.075 0.75 0.75 0.75 0.75 1.40 1.00 1.65 2.05 2.20 0.425 2.65 2.825 1.50 0.875 0.90 0.875 2.00 0.87 0.90 0.88 0.925 0.125 EJES DOS DIGITOS 2.10 1.40 1.45 1.40 2.05 0.875 1.475 0.75 0.75 0.75 0.75 0.975 1.025 1.00 1.30 0.75 0.75 0.85 0.975 0.75 1.025 1.325 1.85 1.85 2.90 0.875 1.225 0.875 1.225 1.45 1.45 1.45 1.45 0.125 2.075 1.20 1.175 1.05 1.20 1.175 1.175 1.20 1.175 1.125 2.225 1.075 0.875 1.95 EJES DOS DIGITOS 0.90 1.88 1.00 1.60 0.90 0.875 1.475 1.125 1.05 1.275 0.825 1.05 1.20 1.175 2.325 1.93 1.02 0.125 1.02 1.05 1.20 1.175 1.175 1.20 1.05 1.025 1.175 1.20 1.175 0.675 1.05 1.20 1.05 0.675 0.73 1.375 0.75 0.75 0.75 0.75 1.975 0.925 1.975 1.05 0.925 0.925 1.975 X X 0.40 0.25 0.05 0.10 0.05 0.10 0.10 0.10 0.10 0.15 0.20 0.20 0.10 0.10 0.10 0.10 0.10 0.10 0.25 0.25 0.25 0.10 0.10 0.10 0.15 0.05 0.10 0.10 0.20 0.20 0.20 0.20 0.20 0.30 0.40 0.40 0.40 0.40 0.40 0.30 0.40 0.15 0.40 0.65 0.10 0.15 EJES DOS DIGITOS 0.85 1 1 EJES DOS DIGITOS 0.95 0.125 0.75 0.05 E-03 Localidad: Distrito: Provincia: Región: Especialidad: ESTRUCTURAS Plano de: TECHO - DETALLES Fecha: Cad: Escala: 1/75 Formato: A - 1 Lámina: Proyecto: Especialista: \LTECHO - SISTEMA DE DRANJE PLUVIAL \H0.66667x;\lESC: 1/50 \LTECHO: CUARTO DE BOMBAS \H0.66667x;\lESC: 1/25 0.80 0.70 2.60 0.40 X X 0.10 0.10 0.10 0.20 0.20 0.25 0.05 0.10 0.10 0.10 0.10 0.20 0.10 0.05 0.10 0.10 0.10 0.10 0.27 0.13 X 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 X 0.60 0.55 0.10 0.10 2.50 0.27 0.015 0.015 0.20 0.25 X 0.60 0.35 0.05 0.80 0.70 0.25 0.25 0.10 0.20 0.20 0.20 0.20 1.00 0.10 0.67 0.10 1.10 EJES DOS DIGITOS 0.15 3.15 0.15 3.45 3.15 3.45 0.125 3.15 0.125 3.25 3.30 0.075 0.075 0.225 2.00 3.00 3.00 3.35 EJES DOS DIGITOS 0.13 0.75 0.15 0.10 0.50 0.10 0.10 0.05 0.40 0.13 0.75 0.20 0.10 0.50 0.10 0.10 0.40 0.075 3.85 0.075 0.075 3.01 0.075 0.075 1.75 0.075 0.075 1.90 1.95 0.075 4.00 4.00 0.875 1.85 2.35 2.30 2.425 4.575 1.45 3.30 2.80 4.25 3.45 0.05 2.425 2.30 2.10 2.10 1.30 3.35 3.55 4.45 1.45 4.575 2.10 2.10 1.30 3.35 3.55 4.45 1.45 4.57 4.575 1.45 3.30 2.80 4.25 3.45 1.575 0.05 2.025 2.90 2.90 2.325 2.80 2.80 2.325 2.350 1.15 2.00 2.35 2.05 1.40 1.575 2.00 1.85 2.35 1.45 1.10 1.25 3.00 2.80 1.80 0.425 0.30 0.90 0.90 0.30 0.90 0.95 0.85 1.00 0.15 0.70 0.15 0.15 1.50 0.15 0.75 1.80 0.15 0.45 0.15 0.275 1.50 1.20 0.55 0.95 1.00 1.50 0.15 1.20 0.15 0.15 0.70 0.15 1.20 0.15 1.00 1.50 0.15 0.15 0.70 0.15 0.15 0.70 0.15 1.20 1.00 0.15 0.90 0.15 1.20 2.10 2.35 2.10 2.35 2.375 2.125 0.075 1.00 2.35 1.775 2.325 1.975 1.225 2.225 0.95 1.15 1.90 1.35 4.00 3.15 3.15 EJES DOS DIGITOS EJES DOS DIGITOS E-02 Localidad: Distrito: Provincia: Región: Especialidad: ESTRUCTURAS Plano de: ALIGERADOS Fecha: Cad: Escala: 1/50 Formato: A - 0 Lámina: Proyecto: Especialista: \LALIGERADOS: BLOQUE 1 - BLOQUE2 \H0.66667x;\lESC: 1/50 4.00 3.16 45° 0.30 0.20 0.20 0.30 0.15 0.30 0.30 0.20 0.40 45° 0.20 0.40 0.30 0.20 0.30 2.15 0.70 0.40 0.80 0.25 0.20 0.13 0.15 0.10 0.10 0.05 0.45 0.13 0.40 0.80 0.25 0.20 0.70 0.15 0.10 0.10 0.05 0.45 0.10 0.70 0.70 0.10 0.40 1.80 0.40 1.70 0.30 0.15 0.15 0.10 0.15 0.10 0.10 0.10 0.15 0.10 0.05 0.10 0.10 0.10 0.10 0.40 0.10 0.05 0.20 0.10 0.15 0.10 0.15 0.30 0.05 0.10 0.30 0.10 0.05 0.10 0.15 0.10 0.05 0.30 0.10 0.10 0.10 0.35 0.05 0.09 0.03 0.10 0.10 0.10 0.10 0.30 0.10 0.05 0.575 0.90 0.725 3.45 3.40 0.15 0.025 4.60 0.025 3.00 0.10 0.30 0.70 0.95 0.30 0.05 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.05 0.30 0.30 0.25 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 0.85 0.10 0.75 0.10 0.075 2.85 0.075 0.20 0.60 0.275 0.075 1.85 1.875 0.15 2.025 1.80 0.125 1.775 0.50 0.55 0.55 0.55 0.55 0.50 \A1;.40 \A1;.40 \A1;.13 \A1;.08 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 0.90 0.60 0.10 0.10 0.10 0.05 0.40 0.25 0.15 0.55 0.25 2.025 1.925 1.90 0.25 0.13 1 1' 2 2' 3 4 6 7 8 A B C D E F G EJES DOS DIGITOS EJES DOS DIGITOS I J K L K' M N O P 1 1' 2 2' 3 4 4' 5 6 7 8 A B C D E F G EJES DOS DIGITOS EJES DOS DIGITOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALIGERADO DANIEL DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA VB 0.10x0.20 VB 0.10x0.20 VB 0.10x0.20 VB 0.10x0.20 VA 15x40 VCH-4: 20x20 VA-1 (15x40) VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA-1 (15x40) VA 15x40 VA-1 (15x40) VP 25x40 VA 15x40 VA 15x40 VCH -1 35X20 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VS 25x40 VS 25x40 VA 15x40 VP 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS1 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VA-1 (15x40) VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 5 5 5 VP 25x40 1d1/2" 1d1/2" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 5 1d1/2" 5 5 1d1/2" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d3/8" 5 5 5 VP 25x40 VCH-2 30x20 J I H A B C D G VCH 20x20 E F K L M O F 1d3/8" 1d3/8" 1d1/2" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 1d1/2" 5 5 1d1/2" 5 5 1d1/2" 5 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 1d1/2" VA 15x40 VA 15x40 N 1d3/8" 5 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d1/2" 1d1/2" 5 5 1d1/2" 5 1d1/2" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 5 5 1d1/2" 5 VS 25x40 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" BLOQUE Nº 2 VCH-3 25x20 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 1d3/8" 1d1/2" 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d1/2" 1d3/8" 1d1/2" 5 1d1/2" 5 5 5 1d1/2" 5 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 5 5 1d1/2" 5 1d3/8" 5 1d1/2" 1d1/2" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d1/2" BLOQUE Nº 1 5 5 5 5 1d3/8" 1d3/8" 5 1d1/2" 5 1d3/8" 5 1d1/2" 5 1d1/2" 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 1d1/2" 5 5 5 5 1d3/8" 5 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d3/8" 5 1d1/2" 5 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 5 5 5 1d1/2" 5 5 1d1/2" 1d3/8" 5 5 1d3/8" 5 5 5 5 5 1d3/8" 1d1/2" 1d3/8" 5 1d1/2" 1d3/8" 1d1/2" 5 1d3/8" 1d3/8" 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 5 1d1/2" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 1 1' 2 2' 3 4 4' 5 6 EJES DOS DIGITOS I J K L K' M N O P EJES DOS DIGITOS I J K L K' M N O P 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INGRESO 5 5 5 5 DOBLE VIGUETA DOBLE VIGUETA VB 0.10x0.20 VB 0.10x0.20 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VP 25x40 VA 15x40 VA 15x40 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VCH 25x20 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VS 25x40 VS 25x40 VS 25x30 VS 25x30 VA 15x40 VA 15x40 VA 15x40 5 5 5 VP 25x40 1d1/2" 1d1/2" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 5 1d1/2" 5 5 1d1/2" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d3/8" 5 5 5 VP 25x40 VCH 30x20 VCH 30x20 VCH 30x20 VCH 30x20 K L M O F 1d3/8" 1d3/8" 1d1/2" 5 5 VA 15x40 VA 15x40 1d3/8" 5 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 1d1/2" 5 5 1d1/2" 5 5 1d3/8" 5 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 1d1/2" VA 15x40 VA 15x40 N 1d3/8" 5 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 5 1d3/8" 1d1/2" 1d1/2" 5 5 1d1/2" 5 1d1/2" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 5 5 1d1/2" 5 VS 25x40 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" BLOQUE Nº 2 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1' 2 2' 3 4 4' 5 6 5 5 5 5 14X PL 13X PL 15X PL 17X PL 20X PL 27X PL 30X PL 5X PL 6X PL VS1 25x40 VA 15x40 CUADRO DE VIGAS DESCRIPCIÓN ACERO LONGITUDINAL VP 4Ø5/8"+1Ø3/4" 1 Ø3/8" Rto.@0.20 C/E 1@0.05 7@0.10, 1@0.15 0.25 x 0.40 SECCIÓN ESTRIBOS 5 5 OBSERVACIONES PL-1 PL-1 VS 25x40 VS 25x40 VS 25x40 PL-2 PL-10 C-2 CUADRO DE COLUMNAS ESTRUCTURALES DESCRIPCIÓN ACERO LONGITUDINAL C1 4Ø5/8"+ 4Ø1/2" 1 Ø3/8" Rto.@0.20 C/E 1@0.05 7@0.10, 1@0.15 0.25 x 0.55 SECCIÓN C2 0.25 x 0.50 1 Ø3/8" Rto.@0.20 C/E 1@0.05 7@0.10, 1@0.15 ESTRIBOS C3 0.25 x 0.60-25x40 5 5 5 5 4Ø5/8"+8Ø1/2" 2 Ø3/8" Rto.@0.20 C/E 1@0.05 7@0.10, 1@0.15 5 5 2Ø5/8" 2Ø5/8" 4Ø5/8"+4Ø1/2" C-3 C-1 C-4 Rto.@0.20 C/E 1@0.05 7@0.10, 1@0.15 1 Ø3/8" 4Ø5/8"+2Ø1/2" 5 5 C4 25x40 2Ø5/8" 2Ø5/8" C-4 C-5 5 5 Rto.@0.20 C/E 1@0.05 7@0.10, 1@0.15 1 Ø3/8" C5 25x35 6Ø1/2" 5 5 VS1 0.25 x 0.40 6Ø1/2" 1 Ø3/8" Rto.@0.20 C/E 1@0.05 6@0.10, 1@0.15 5 5 VS 0.25 x 0.40 Rto.@0.20 C/E 1@0.05 5@0.10, 1@0.15 4Ø1/2"+2Ø3/8" OBSERVACIONES F'c = 210 kg/cm2 F'c = 210 kg/cm2 F'c = 210 kg/cm2 F'c = 210 kg/cm2 F'c = 210 kg/cm2 F'c = 210 kg/cm2 5 5 Rto.@0.20 C/E 1@0.05 4@0.10, 1@0.15 6Ø1/2" C6 25x30 C-6 C-6 C-6 C-6 C-6 VA 15x40 VA 15x40 C-11 5 5 Rto.@0.20 C/E 1@0.05 1 Ø1/4" 4Ø1/2" DESCRIPCIÓN ACERO LONGITUDINAL SECCIÓN ESTRIBOS OBSERVACIONES CUADRO DE COLUMNAS DE CONFINAMIENTO C7 25x25 C9 15x30 1 Ø1/4" F'c = 210 kg/cm2 VA 15x40 VA-1 (15x40) VA-1 (15x40) C-11 C-12 VA 15x40 VA 15x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 5 5 Rto.@0.20 C/E 1@0.05 1 Ø1/4" 4Ø3/8" F'c = 175 kg/cm2 C-9 5 5 Rto.@0.20 C/E 1@0.05 1 Ø1/4" 4Ø1/2" 15x25 F'c = 210 kg/cm2 C12 15x20 C-10 5 5 5 Rto.@0.20 C/E 1@0.05 2 Ø1/4" 5 C-8 5 5 5 5 Rto.@0.20 C/E 1@0.05 2 Ø1/4" 4Ø1/2" + 4Ø3/8" 8Ø3/8" C8 15x35-15x30 5 5 Rto.@0.20 C/E 1@0.05 1 Ø1/4" 15x30-15x30 C10 C11 PL-12 PL-3 PL-4 PL-4 C-10 C-10 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 C-10 C-10 C-10 C-10 C-10 C-10 C-6 VA 15x40 VA 15x40 VA 15x40 VA 15x40 PL-4 C-10 C-10 C-10 C-10 C-10 C-10 C-10 VA 15x40 VA 15x40 C-7 C-6 C-6 C-6 C-6 5 5 5 VB VA 5 5 \LCORTE TÍPICO EN TECHO BAJO\H1.6x; \fArial|b0|i0|c0|p34;\H0.5x;\lESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 \LDETALLE TÍPICO DE LOSA ALIGERADA\H0.8x; \fArial|b0|i0|c0|p34;\lESCALA: 1/10 C-6 C-6 C-6 C-6 C-6 C-6 C-6 VS 25x40 VS 25x40 VA 15x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 C-11 C-10 C-11 PL-4 PL-8 VS 25x40 VS 25x40 VS 25x40 VS 25x40 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 PL-6 PL-6 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 C-6 C-6 C-6 VS 25x40 C-11 C-11 VA 15x40 VA 15x40 C-11 C-11 VA 15x40 VA 15x40 VA 15x40 F'c = 210 kg/cm2 F'c = 210 kg/cm2 F'c = 210 kg/cm2 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 F'c = 210 kg/cm2 F'c = 210 kg/cm2 1d3/8" A B C D E F G EJES DOS DIGITOS 1 1' 2 2' 3 4 4' 5 6 7 8 A B C D E F G EJES DOS DIGITOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA VB 0.10x0.20 VA-1 0.15x0.40 VB 0.10x0.20 VCH 35X20 VA 15x40 VCH 20x20 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VCH 35X20 VA-1 0.15x0.40 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VS 25x40 VS 25x40 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VP 25x40 VS 25x40 VS 25x40 VP 25x40 VS 25x40 VP 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 J I H A B C D G VCH 20x20 VCH 20x20 E F 1d3/8" 1d3/8" 5 5 1d3/8" VCH 25x20 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 1d3/8" 1d1/2" 1d3/8" 5 5 1d3/8" 5 5 1d1/2" 1d3/8" 1d1/2" 5 1d1/2" 5 5 5 1d1/2" 5 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 5 5 1d1/2" 5 1d3/8" 5 1d1/2" 1d1/2" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d1/2" BLOQUE Nº 1 5 5 5 5 1d3/8" 1d3/8" 5 1d1/2" 5 1d3/8" 5 1d1/2" 5 1d1/2" 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 1d1/2" 5 5 5 5 1d3/8" 5 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d3/8" 5 1d1/2" 5 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d1/2" 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 1d1/2" 5 5 1d1/2" 1d3/8" 5 5 1d3/8" 5 5 5 5 5 1d3/8" 1d1/2" 1d3/8" 5 1d1/2" 1d3/8" 1d1/2" 5 1d3/8" 1d3/8" 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 5 1d1/2" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 5 5 X-1 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-11 X-12 X-13 X-14 X-15 X-16 VCH 25x20 VCH 25x20 X-17 X-18 X-19 X-20 X-21 X-22 X-23 PL X-24 X-25 PL PL X-26 Y-1 Y-2 Y-3 Y-4 Y-5 Y-6 Y-7 Y-8 Y-9 Y-10 Y-11 Y-12 Y-13 Y-14 Y-15 Y-16 Y-17 Y-18 Y-19 Y-20 Y-21 Y-22 Y-23 Y-24 5 5 5 5 5 X-2 5 5 5 5 5 5 5 5 5 5 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VA 15x40 VA 15x40 VS 25x40 VS 25x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VA 15x40 VA 15x40 5 5 F'c = 210 kg/cm2 Rto.@0.20 C/E 1@0.05 5@0.10, 1@0.15 4Ø1/2" VA-1 0.15 x 0.40 F'c = 210 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 5 PL 5 PL C-6 C-6 C-6 C-6 VS 25x40 C-6 PL-4 VA 15x40 PL-6 C-7 VA 15x40 C-11 C-11 C-10 C-10 C-11 VA 15x40 VA 15x40 C-11 C-7 C-7 C-7 C-7 C-7 C-10 C-11 VA 15x40 VA 15x40 VA 15x40 C-11 C-11 C-6 C-6 C-6 C-7 C-7 C-7 C-7 PL-10 VS 25x40 VA-1 (15x40) VA 15x40 C-7 C-7 C-9 C-7 C-7 C-7 C-7 C-7 C-7 C-7 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VA 15x40 VA-1 (15x40) VA 15x40 VA-1 (15x40) VA 15x40 C-7 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 C-11 C-11 VA 15x40 VA 15x40 VA 15x40 C-11 C-11 C-11 C-11 C-7 VS 25x40 VS 25x40 VS 25x40 C-11 C-11 VS 25x40 VS 25x40 C13 15x40 5 5 Rto.@0.20 C/E 1@0.05 1 Ø1/4" 4Ø1/2"+2Ø3/8" F'c = 210 kg/cm2 C-11 C-11 C-13 C-13 VS 25x40 VS 25x40 VA 15x40 VS 25x40 C-8 C-13 VA 15x40 VA 15x40 VA-1 (15x40) C-11 C-11 C-5 C-5 VS 25x40 VS 25x40 C-7 C-7 VA 15x40 VA 15x40 VA 15x40 C-4 5 5 C14 15x50 - 30x25 5 5 Rto.@0.20 C/E 1@0.05 2 Ø1/4" 4Ø1/2"+4Ø3/8" F'c = 210 kg/cm2 C-14 C-14 5 5 C15 5 5 Rto.@0.20 C/E 1@0.05 2 Ø1/4" 4Ø1/2"+4Ø3/8" F'c = 210 kg/cm2 15x40 - 30x25 C-15 C-13 C-15 C-15 VA 15x40 VA 15x40 VCH-4: 20x20 C-11 5 5 5 Rto.@0.20 C/E 1@0.05 2 Ø1/4" 5 8Ø3/8" F'c = 210 kg/cm2 C16 15x35 - 15x35 4@0.10, 1@0.15 4@0.10, 1@0.15 4@0.10, 1@0.15 4@0.10, 1@0.15 4@0.10, 1@0.15 4@0.10 4@0.10, 1@0.15 4@0.10, 1@0.15 4@0.10, 1@0.15 4@0.10, 1@0.15 C-16 C-7 PL-9 C-7 CUADRO DE PLACAS DESCRIPCIÓN SECCIÓN As. VERTICAL As. HORIZONTAL Ø3/8"@0.20 Ø3/8" 1@0.05, Rto.@0.20 Ø3/8"@0.20 Ø3/8" 1@0.05, Rto.@0.20 Ø3/8" 1@0.05, Rto.@0.20 5 5 5 5 Estr. de Confinam. 4Ø3/8" Ø1/4" 1@0.05, Rto.@0.20 As. CONFINAMIENTO Gancho 180º 1Ø3/8" 5 Lp 5 Lp PL-4 \U+2192 Lp=0.90 PL-1 \U+2192 Lp=1.10 PL-5 \U+2192 Lp=0.95 PL-8 \U+2192 Lp=1.05 5 Lp 5 5 PL-7 \U+2192 Lp=1.25 PL-6 \U+2192 Lp=1.20 PL-7 C-7 4Ø1/2" + 2Ø3/8" PL-5 PL-9 \U+2192 Lp=1.20 5 Lp2 Lp1 Gancho 90º Ø3/8"@0.20 PL-2 \U+2192 Lp=0.45 PL-3 \U+2192 Lp=0.55 PL-10 \U+2192 Lp=0.60 Ø3/8"@0.20 Ø3/8" 1@0.05, Rto.@0.20 Gancho 180º 1Ø3/8" \U+2192 Lp1=0.40 \U+2192 Lp2=0.40 PL-11 PL-12 5 \U+2192 Lp1=0.60 \U+2192 Lp2=0.55 PL-2 PL-11 PL-13 \U+2192 Lp1=1.15 \U+2192 Lp2=0.70 PL-13 5 Lp1 5 Lp2 Ø3/8"@0.20 Ø3/8" 1@0.05, Rto.@0.20 4Ø3/8" Ø1/4" 1@0.05, Rto.@0.20 PL-14 PL-14 2Ø3/8"@0.20 Ø3/8" 1@0.05, Rto.@0.20 Gancho 90º C-1 5 5 2Ø5/8" 2Ø5/8" C-1 5 5 Rto.@0.20 C/E 1@0.05 5@0.10, 1@0.15 F'c = 210 kg/cm2 4Ø1/2"+1Ø3/8" VCH-1 0.35x 0.20 5 5 Rto.@0.20 C/E 1@0.05 5@0.10, 1@0.15 F'c = 210 kg/cm2 4Ø5/8"+1Ø1/2" VCH-2 0.30x 0.20 VCH-2 30x20 VCH-2 30x20 VCH-2 30x20 1 Ø1/4" 1 Ø1/4" 1 Ø3/8" 5 5 VCH-4 0.20x 0.20 VCH -1 35X20 Rto.@0.20 C/E 1@0.05 4@0.10 F'c = 210 kg/cm2 4Ø1/2" 1 Ø1/4" VCH-4: 20x20 VCH-4: 20x20 VCH-4: 20x20 5 5 Rto.@0.20 C/E 1@0.05 5@0.10 F'c = 210 kg/cm2 VCH-3 0.25x 0.20 LONGITUD DE TRASLAPE EN VIGAS EL ACERO INFERIOR SE EMPALMARÁ SOBRE LOS APOYOS, PARA Ø 1/2" Y 70 cm PARA Ø 5/8". SIENDO LA LONGITUD DE EMPALME IGUAL A 50 cm. PARA Ø 3/8", 60 cm. h CUALQUIERA REFUERZO INFERIOR (B) * NO EMPALMAR MÁS DEL 50% DEL ÁREA TOTAL CONSULTAR AL PROYECTISTA. * PARA ALIGERADOS Y VIGAS CHATAS Y DE CONFINAMIENTO AUMENTAR LA LONGITUD DE EMPALME EN UN 70% Y/O * EN CASO DE EMPLALMARSE EN LAS ZONAS INDICADAS EN UNA MISMA SECCIÓN 0.65 3/4" NOTA: 0.55 5/8" 0.45 1/2" 0.30 3/8" Ø 0.90 0.65 REFUERZO SUPERIOR (A) 0.55 0.45 0.30 h < 0.30 h > 0.30 0.75 0.45 0.45 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 VS 25x40 4Ø1/2"+1Ø3/8" 1 Ø1/4" 2Ø3/8" 5 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VS1 (25x40) C-2 C-3 C-1 C-4 C-4 6 4'' 4'' 4 3 2 ø 3/8 " 1 @ 0.05, 6@ 0.10, 1@ 0.15, Rto. @ 0.20 \A1;X DETALLE "L" DETALLE "T" \A1;X \A1;X 5/8" 0.30 3/8" 1/2" Ø 0.20 0.25 X 2/3H 0.60 3/4" \A1;X H/6 0.40 0.45 X 0.50 d 3/8" 5/8" 1/2" H/6 EMPALME VERTICAL 5 5 1 1 VS1 25x40 VS1 25x40 VS1 25x40 VS1 25x40 VS1 25x40 VS1 25x40 1 Ø1/4" 5 5 ø 3/8 " 1 @ 0.05, 6@ 0.10, 1@ 0.15, Rto. @ 0.20 ø 3/8 " 1 @ 0.05, 6@ 0.10, 1@ 0.15, Rto. @ 0.20 ø 3/8 " 1 @ 0.05, 6@ 0.10, 1@ 0.15, Rto. @ 0.20 5 SECCIÓN 1-1 \LDETALLE DE VIGAS EJE " H' " ESCALA: 1/25 2 2 5 5 SECCIÓN 2-2 3 3 5 5 SECCIÓN 3-3 Q VP 25x40 C-4 C-5 VCH-2 30x20 VP 25x40 VP 25x40 ø 3/8 " 1 @ 0.05, 8@ 0.10, 1@ 0.15, Rto. @ 0.20 VCH-2 30x20 ø 3/8 " 1 @ 0.05, 5@ 0.10, 1@ 0.15, Rto. @ 0.20 6 4'' 4 3 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 a c a c 5 5 5 5 5 SECCIÓN 4-4 5 5 SECCIÓN 5-5 5 VCH-2 30x20 ø 3/8 " 1 @ 0.05, 5@ 0.10, 1@ 0.15, Rto. @ 0.20 VCH-2 30x20 ø 3/8 " 1 @ 0.05, 5@ 0.10, 1@ 0.15, Rto. @ 0.20 a c a c a c a c a c a c a c 5 5 SECCIÓN 6-6 5 5 SECCIÓN 7-7 a c 5 5 SECCIÓN 8-8 5 5 SECCIÓN 9-9 \LDETALLE DE VIGAS EJE " I " ESCALA: 1/25 VP 25x40 VA 15x40 PL-1 C-9 PL-6 C-4 C-6 C-6 C-6 C-6 C-7 C-7 C-6 C-11 C-11 ø 3/8 " 1 @ 0.05, 8@ 0.10, 1@ 0.15, Rto. @ 0.20 10 10 I J K K' M N O P Q \LDETALLE DE VIGAS EJE " 4 " ESCALA: 1/25 H 5 5 5 C-11 5 5 ø 1/4 " 1 @ 0.05, 4@ 0.10, Rto. @ 0.20 5 5 5 5 5 5 5 I J K L K' M N O P Q 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VA 15x40 VCH-3 25x20 VCH-3 25x20 VS 25x40 D' 5 5 5 SECCIÓN 10-10 11 11 5 5 SECCIÓN 11-11 12 12 5 5 SECCIÓN 12-12 13 13 SECCIÓN 13-13 5 5 SECCIÓN 14-14 5 5 16 16 14 14 14 14 14 14 14 14 14 14 14 14 15 15 SECCIÓN 15-15 5 5 14 14 VP 25x40 C-9 C-4 C-6 C-6 C-6 C-6 C-7 C-7 C-6 ø 3/8 " 1 @ 0.05, 8@ 0.10, 1@ 0.15, Rto. @ 0.20 10 10 I J K L K' M N O P Q \LDETALLE DE VIGAS EJE " 4'' " ESCALA: 1/25 H 5 5 5 5 ø 1/4 " 1 @ 0.05, 5@ 0.10, Rto. @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 11 11 17 17 VA 15x40 VA-1 (15x40) ø 1/4 " 1 @ 0.05, 5@ 0.10, 1@ 0.15, Rto. @ 0.20 VA-1 (15x40) ø 1/4 " 1 @ 0.05, 5@ 0.10, 1@ 0.15, Rto. @ 0.20 VA 15x40 SECCIÓN 16-16 5 5 16 16 a c 5 5 SECCIÓN 10-10 5 5 SECCIÓN 11-11 5 5 SECCIÓN 12-12 5 5 SECCIÓN 17-17 5 5 SECCIÓN 18-18 VCH-3 (25x20) ø 1/4 " 1 @ 0.05, 5@ 0.10, Rto. @ 0.20 VCH-3 (25x20) 5 5 ø 1/4 " 1 @ 0.05, 5@ 0.10, Rto. @ 0.20 VCH-3 (25x20) ø 1/4 " 1 @ 0.05, 5@ 0.10, Rto. @ 0.20 VCH-3 (25x20) ø 1/4 " 1 @ 0.05, 5@ 0.10, Rto. @ 0.20 VCH-3 (25x20) ø 1/4 " 1 @ 0.05, 5@ 0.10, Rto. @ 0.20 VCH-3 (25x20) 5 5 5 a c a c a c a c a c 1 1' 2 2' 3 4 6 7 8 A B C D E F G EJES DOS DIGITOS EJES DOS DIGITOS I J K L K' M N O P 1 1' 2 2' 3 4 4' 5 6 7 8 A B C D E F G EJES DOS DIGITOS EJES DOS DIGITOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL-1 PL-2 PL-10 C-2 C-6 C-3 C-1 C-4 C-4 C-5 C-6 C-6 C-6 C-6 C-11 C-11 C-9 C-10 C-8 PL-12 PL-3 PL-4 PL-4 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-6 PL-4 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-7 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-11 C-10 C-11 PL-4 PL-8 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 PL-6 PL-6 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-6 C-6 C-6 C-11 C-11 C-11 C-11 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-6 C-6 C-6 C-6 C-6 PL-4 PL-6 C-7 C-11 C-10 C-10 C-11 C-11 C-7 C-7 C-7 C-7 C-7 C-11 C-11 C-11 C-6 C-6 C-6 C-7 C-7 C-7 C-7 PL-10 C-7 C-7 C-9 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-11 C-11 C-11 C-11 C-11 C-7 C-11 C-11 C-11 C-11 C-13 C-13 C-12 C-8 C-13 C-11 C-11 C-5 C-5 C-7 C-7 C-4 C-14 C-14 C-15 C-13 C-15 C-15 C-11 C-16 C-7 PL-9 C-7 PL-7 C-7 PL-5 PL-2 PL-11 PL-13 C-1 C-1 4'' Q C-11 I J K L K' M N O P Q D' 5 VS 25x40 VS 25x40 VC-1 PL-1 C-12 VC-1 VC-1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 C-12 C-12 5 5 TÍPICO VARIABLE 5 5 5 NFP=+0.10 ESTACIÓN DE OBSTETRICA NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 NFP=+0.10 \W0.69863; INTERNAMIENTO \W0.69863; MUJERES \W0.69863; INTERNAMIENTO \W0.69863; MUJERES SALA DE PUERPERIO \W1.17296; INTERNAMIENTO \W4.09320; NIÑOS SALA DE NEONATOLOGIA ESTAR DE PACIENTES - VISITA NFP=+0.10 NFP=+0.10 ESTAR DE VISITAS VESTÍBULO NFP=+0.10 ATENCIÓN AL RECIÉN NACIDO NFP=+0.10 ESTACIÓN DE CAMILLAS NFP=+0.10 \W1.71429; SALA DE \W1.71429; OPERACIONES LAVADO DE MATERIAL QUIRÚRGICO INDUCCIÓN Y ANESTESIA SALA DE PARTOS NFP=+0.10 CENTRAL DE ESTERILIZACIÓN Y EQUIPOS ZONA RÍGIDA NFP=+0.10 ZONA RÍGIDA 2 2 ESTACIÓN DE ENFERMERAS \W2.34782; TÓPICO DE \W1.40856; ENFERMERAS REPOSTERO NFP=+0.10 CORREDOR 3 3 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 \W0.8;CN-1 \W1.16667; SS.HH \W1.16667; HOMBRES \W0.97619; SS.HH \W0.97619; MUJERES NFP=+0.10 NFP=+0.10 VC-1 VC-1 SALA DE RECUPERACIÓN SS.HH SS.HH SS.HH SS.HH SS.HH SS.HH SS.HH SS.HH SS.HH VC-1 3 3 3 3 3 3 3 3 ZONA SEMI RÍGIDA VA 15x40 CTO. SÉPTICO C-12 C-12 C-12 5 5 5 5 5 5 5 5 2 2 5 DF=1.15 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 5 \LESPECIFICACIONES TÉCNICAS \A1;\LCONCRETO SIMPLESIMPLE \W3.75000; \A1;\C5;CIMIENTO CORRIDO : C-H 1:10 + 30% \W3.75000; \A1;\C5;PG \W3.75000; \A1;\C5;SOBRECIMIENTO : C-H 1:8 + \W3.75000; \A1;\C5;25% PM \W3.75000; \A1;\C5;FALSO PISO : C-H 1:8 \W3.75000; \A1;\C5;VEREDAS, RAMPAS Y GRADAS : f'c = 140 \W3.75000; \A1;\C5;Kg/cm\A1;² \W3.75000; \A1;\C5;FALSA ZAPATA : C-H 1:6 + 30% PG \W1.25000; \A1;\LCONCRETO ARMADOARMADO \W3.75000; \A1;\C5;ZAPATAS : f'c = 210 Kg/cm\A1;² \W3.75000; \A1;\C5;COLUMNAS : f'c = 210 Kg/cm\A1;² \W3.75000; \A1;\C5;PLACAS : f'c = 210 Kg/cm\A1;² \W3.75000; \A1;\C5;VIGAS : f'c = 210 Kg/cm\A1;² \W3.75000; \A1;\C5;LOSA ALIGERADA : f'c = 210 \W3.75000; \A1;\C5;Kg/cm\A1;² \W3.75000; \A1;\C5;CISTERNA : f'c = 210 Kg/cm\A1;² \W3.75000; \A1;\C5;COLUMNETAS : f'c = 175 Kg/cm\A1;² \W3.75000; \A1;\C5;SOBRECIMIENTO REFORZADO : f'c = 140 \W3.75000; \A1;\C5;Kg/cm\A1;² \W3.75000; \A1;\C5;LOSA MACIZA (TECHOS BAJOS) : f'c = 175 \W3.75000; \A1;\C5;Kg/cm\A1;² \W1.25000; \A1;\LMATERIALES \W3.75000; \A1;\C5;CEMENTO TIPO V : \W3.75000; \A1;\C5;CIMIENTOS CORRIDOS, ZAPATAS Y \W5.00000; \A1;\C5; SOBRECIMIENTOS \W3.75000; \A1;\C5;CEMENTO TIPO IP PUZOL\A1;Á\A1;\C5;NICO : DEMAS ELEMENTOS \W3.75000; \A1;\C5;ESTRUCTURALES \W3.75000; \A1;\C5;ACERO : f'y = 4 200 Kg/cm\A1;² \W3.75000; \A1;\C5;PIEDRA CHANCADA CON T.M.N 1/2" : COLUMNAS, PLACAS, \W3.75000; \A1;\C5;VIGAS Y LOSAS \W3.75000; \A1;\C5;PIEDRA CHANCADA CON T.M.N 3/4" : ZAPATAS, VEREDAS, \W3.75000; \A1;\C5;RAMPAS \W1.25000; \A1; \A1;\LALBA\A1;\LÑ\A1;\LILER\A1;\LÍ\A1;\LA \W3.75000; \A1;\C5;LADRILLO DE ARCILLA KK : 9 x 13 x 24 cm \W3.75000; \A1;\C5;(M\A1;á\A1;\C5;x. 30% vacios) \W3.75000; \A1;\C5;MORTERO : C-A 1:4 \W3.75000; \A1;\C5;f'b : 130 Kg/cm\A1;² \W3.75000; \A1;\C5;f'm : 65 Kg/cm\A1;² \W3.75000; \A1;\C5;JUNTAS H. y V. M\A1;Á\A1;\C5;X. : 1.5 cm \A1; \A1;\LRECUBRIMIENTOS \W3.75000; \A1;\C5;ZAPATAS : 7 cm \W3.75000; \A1;\C5;COLUMNAS Y VIGAS PERALTADAS : 4.0 cm \W3.75000; \A1;\C5;PLACAS : 2.0 cm \W3.75000; \A1;\C5;LOSA ALIGERADA : 2.0 cm \W3.75000; \A1;\C5;COLUMNETAS : 2.0 cm \W3.75000; \A1;\C5;VIGAS CHATAS Y DINTELES : 2.0 cm \W1.25000; \A1;\C5; \A1;\LSOBRECARGAS \W3.75000; \A1;\C5;CORREDORES : 400 kg/cm2 \W3.75000; \A1;\C5;SALA DE OPERACI\A1;Ó\A1;\C5;N : 300 kg/cm2 \W3.75000; \A1;\C5;SALA DE PARTOS : 300 kg/cm2 \W3.75000; \A1;\C5;INTERNAMIENTO : 200 kg/cm2 \W3.75000; \A1;Á\A1;\C5;REAS DE SERVICIO : 300 kg/cm2 \W3.75000; \A1;\C5;TECHOS : 100 kg/cm2 \W1.25000; \A1;\LCAPACIDAD ADMISIBLE DEL TERRENOADMISIBLE DEL TERRENO \A1;\C5;DE ACUERDO AL ESTUDIO DE MEC\A1;Á\A1;\C5;NICA DE SUELOS \A1;\C5; Df (PARA CIMIENTOS CORRIDOS) : 1.15 m \A1;\C5; qa (PARA CIMIENTOS CORRIDOS) : 2.19 Kg/cm\A1;² \A1;\C5; Df (PARA ZAPATAS) : 1.25 m \A1;\C5; qa (PARA ZAPATAS) : 3.73 \A1;\C5;Kg/cm\A1;² \A1;\C5; \A1;\LNOTA \A1;\C5;LO NO ESPECIFICADO SE EJECUTARA DE ACUERDO AL REGLAMENTO \A1;\C5;NACIONAL DE EDIFICACIONES SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES LAS DIMENSIONES ESPECIFICADAS EN NOTA: DE CIMENTACION, COLUMNA, PLACAS Y VIGAS, DEBERAN TERMINAR EN EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO EL CUADRO MOSTRADO. ø 3/8" 15 1/4" 10 5/8" 25 1/2" 20 G(cm) G 3/4" 30 ESTRIBOS L L Ø L Rmax 5.0 cm 1/4" 1.5 cm 2.0 cm 10.0 cm 3/8" \W1.00000; DETALLE DE DOBLADO DE \W1.00000; ESTRIBOS EN COLUMNAS Y \W1.00000; VIGAS CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS SECCIÓN 1-1 5 5 5 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO SECCIÓN 2-2 DF=1.15 5 DF=1.15 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 SECCIÓN 3-3 5 5 5 5 3 3 3 3 3 3 3 3 3 3 DF=1.15 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 5 SECCIÓN 4-4 5 c c DF=0.80 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 SECCIÓN 5-5 5 5 2 2 5 5 5 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO SECCIÓN 6-6 DF=1.15 5 6 6 5 5 5 5 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO SECCIÓN 7-7 DF=1.15 5 5 5 6 6 6 6 c c 8 8 8 8 VC-1 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 8 8 9 9 9 9 SECCIÓN 8-8 9 9 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 SECCIÓN 11-11 C-12 C-11 C-12 C-12 C-11 11 11 DF=1.15 5 DF=0.75 8 8 11 11 11 11 11 11 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 SECCIÓN 10-10 DF=1.15 5 11 11 5 5 SECCIÓN 9-9 DF=0.75 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 VC-1 \W0.9;ESC: 1/25 DETALLE DE ZAPATA TÍPICA NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 DF=1.25 Z-1' (0.90x0.80) Z-1 Z-1 5 5 ø1/2" @0.15 ø1/2" @0.15 Z-2 5 5 ø1/2" @0.15 ø1/2" @0.15 Z-2 Z-2 Z-3 ø1/2" @0.15 ø1/2" @0.15 C-6 C-6 5 5 Z-3 Z-3 VC-1 Z-3 Z-2 Z-2 C-4 C-4 C-7 Z-4 Z-4 5 5 ø1/2" @0.15 ø1/2" @0.15 Z-4 C-3 C-7 5 5 ø1/2" @0.15 ø1/2" @0.15 Z-5 Z-5 5 5 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 5 5 5 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø 3/8 " 1 @ 0.05, 6@ 0.10, Rto. @ 0.20 VC-1 (30x40) ø 3/8 " 1 @ 0.05, 6@ 0.10, Rto. @ 0.20 VC-1 (30x40) ø 3/8 " 1 @ 0.05, 6@ 0.10, Rto. @ 0.20 VC-1 (30x40) ø 3/8 " 1 @ 0.05, 6@ 0.10, Rto. @ 0.20 VC-1 (30x40) 5 5 5 5 5 5 5 5 5 5 5 DF=1.25 5 5 \LDETALLE DE VIGAS DE CIMENTACIÓN EJE " H' " ESCALA: 1/25 Z-4 Z-3 Z-3 Z-4 Z-5 \LDETALLE DE CIMENTACIÓN CORRIDA ESCALA: 1/25 \LDETALLE DE ZAPATAS ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-11 C-12 JUNTAS NO COINCIDENTES. \LAPAREJO DE MUROS. LAS JUNTAS VERTICALES NO DEBEN COINCIDIR EN HILADAS CONSECUTIVAS. 5 X X 5 CIMENTACIÓN CORRIDA SOBRECIMIENTO L/4 L/4 L/4 A B L/4 L/3 L/3 L/3 h DETALLE DE TRASLAPE DE FIERRO EN VIGAS HACERLO FUERA DE LA ZONA DE DEL AREA TOTAL EN UNA MISMA LOS EMPALMES SE UBICARAN EN DIFERENTES PARTES TRATANDO DE NO SE EMPALMARAN MAS DEL 50% CONFINAMIENTO. NOTA: SECCIÓN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Rto.@0.20 C/E 1@0.05 4@0.10 4Ø1/2" VA 0.15 x 0.40 F'c = 210 kg/cm2 1 Ø1/4" VA-1 (15x40) VA-1 (15x40) VA-1 (15x40) VA 15x40 VA-1 (15x40) VA-1 (15x40) VA-1 (15x40) VA 15x40 VA 15x40 VA 15x40 VA 15x40 5 VA 15x40 C-14 C-14 \W0.9;MURO PORTANTE 5 5 VA 15x40 VA 15x40 VA 15x40 DETALLE DE COLUMNA DE CONFINAMIENTO TÍPICA ESCALA: 1/25 5 5 \A1;X 5 5 5 5 C-11 2 2 10 10 NFP=+0.10 10 10 10 10 SALA DE DILATACIÓN SALA DE RECUPERACIÓN 5 5 5 5 \W0.9;MURO PORTANTE 5 X X CIMENTACIÓN CORRIDA SOBRECIMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.9;MURO NO PORTANTE DETALLE DE COLUMNA SECUNDARIA ESCALA: 1/25 \W0.9;MURO NO PORTANTE 5 5 VA-2 0.13x 0.20 Rto.@0.20 C/E 1@0.05 4@0.10 F'c = 175 kg/cm2 4Ø3/8" 1 Ø1/4" X \W0.9;LOSA ALIGERADA \W0.9;LOSA ALIGERADA 5 5 5 5 5 5 5 5 X 5 5 5 5 5 5 5 5 5 5 \W0.9;VA-2 \W0.9;VA-2 X C-12 C-12 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 CIMENTACIÓN CORRIDA SOBRECIMIENTO 5 5 5 \LDETALLE DE AFÉIZAR ESCALA: 1/25 5 5 5 5 5 5 5 5 5 \W0.8;CN-1 \W0.8;CN-1 5 5 5 5 Rto.@0.20 C/E 1@0.05 1 Ø1/4" 2Ø3/8" F'c = 175 kg/cm2 \W0.8;CN-1 \W0.8;CN-1 \W0.8;CN-1 5 VA 15x40 VA 15x40 VA 15x40 VA 15x40 1d3/8" 1d1/2" 1d3/8" 1d1/2" \LALIGERADO DE CUARTO DE BOMBAS ESCALA: 1/50 8 6' 8 6' J J K'' K'' 5 5 5 5 5 CASETA DE VIGILANCIA VCH 25x20 VCH 25x20 1d3/8" 1d3/8" \LALIGERADO DE CASETA DE CONTROL ESCALA: 1/50 A' A' A'' A'' 7' 8' 8 6' 6' 5 8 K'' 5 5 5 5 5 5 5 C-11 L 5 5 5 5 M 5 NFP=+0.10 CUARTO DE BOMBAS NFP=+0.10 C-10 C-10 C-10 C-10 VCH 25x20 VCH 25x20 NTT=+2.75 NTT=+4.65 12 12 5 DF=1.00 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 SECCIÓN 12-12 5 12 12 12 12 12 12 12 12 5 DF=1.00 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 SECCIÓN 13-13 5 A' A' A'' A'' 7' 8' 13 13 12 12 7' 8' 7' 8' 5 5 5 5 5 5 5 5 5 5 5 5 5 13 13 5 5 ø 1/4 " 1 @ 0.05, 4@ 0.10, Rto. @ 0.20 ø 1/4 " 1 @ 0.05, 4@ 0.10, Rto. @ 0.20 VA 15x40 ø 1/4 " 1 @ 0.05, 4@ 0.10, Rto. @ 0.20 VA 15x40 ø 1/4 " 1 @ 0.05, 4@ 0.10, Rto. @ 0.20 A EJES DOS DIGITOS EJES DOS DIGITOS 1 1' EJES DOS DIGITOS EJES DOS DIGITOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BLOQUE Nº 2 5 5 VB 0.10x0.20 VB 0.10x0.20 VB 0.10x0.20 VB 0.10x0.20 VB VB VB VB VB VB VB VB VB VB 1d1/2" tdo.@0.20 C/E Ø1/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 5 C-12 C-12 5 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-12 5 C-12 C-12 C-12 PROYECCIÓN DE COLUMNAS 5 5 C-10 C-10 C-10 C-10 C-11 5 NTT=+3.40 VS1 (25x40) VS1 (25x40) VS1 (25x40) BLOQUE Nº 1 2 2' 3 4 4' 5 6 7 8 1 2 2' 3 4 5 6 7 8 B C D E F G I J K K' L M N O P Q A B C D E F G I J K K' L M N O P Q C-7 C-7 C-7 C-7 PL-14 5 5 MALLA d 3/8" @ 0.20 SOLADO E=0.05 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 1 d 1/2" DE MARCO d 3/8" 45° 5 5 5 5 5 5 5 5 \LDETALLE DE ACERO EN CISTERNA\H1.3333x; \fArial|b0|i0|c0|p34;\H0.5x;\lESCALA: 1/25 5 45° 5 5 5 5 5 MALLA d 3/8" @ 0.20 5 \LDETALLE DE CUARTO DE BOMBAS\H1.3333x; \fArial|b0|i0|c0|p34;\H0.5x;\lESCALA: 1/25 5 DF=1.15 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 5 5 5 DF=1.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 5 5 5 5 VA 15x40 VA 15x40 C-7 C-7 SOBRECIMIENTO CIMIENTO CORRIDO C-7 C-7 5 5 5 5 5 5 5 5 5 5 5 NTT=+4.65 T.E. PVC VOL. = 2.5 m3 T.E. PVC VOL. = 2.5 m3 5 5 \LCORTE A-A DETALLE DE SARDINEL Y PATIO\H1.6x; \fArial Narrow|b0|i0|c0|p34;\H0.5x;\lESCALA: 1/25 5 5 5 5 5 5 AFIRMADO 5 S=5 ‰ 5 5 AFIRMADO 5 5 5 5 5 AFIRMADO 5 AFIRMADO 5 5 JARDÍN \LVEREDA Y JARDÍN \H0.5x;\lESCALA: 1/25 5 \LCORTE B-B DETALLE DE VEREDAS Y PATIO\fArial Narrow|b0|i0|c0|p34;\H1.6x; \H0.5x;\lESCALA: 1/25 JARDÍN NPT=±0.00 5 AFIRMADO NPT=±0.00 NPT=+0.15 5 VEREDA PATIO PATIO 5 5 5 5 5 AFIRMADO 5 5 AFIRMADO RAMPA S=10% NPT=±0.00 PATIO \LDETALLE DE RAMPAS Y PATIO\fArial Narrow|b0|i0|c0|p34;\H1.6x; \H0.5x;\lESCALA: 1/25 5 5 5 5 5 5 5 5 NPT=+0.15 NFP=+0.10 AFIRMADO \LDETALLE DE TABIQUERÍA \fArial Narrow|b0|i0|c0|p34;\H0.8x;\lESCALA: 1/25 5 NPT=-0.40 5 5 5 5 NPT=±0.00 5 5 5 AFIRMADO \LDETALLE DE GRADAS \fArial Narrow|b0|i0|c0|p34;\H0.8x;\lESCALA: 1/25 5 5 5 S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% NTT=+3.40 S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% S=0.5% C-12 C-7 C-11 5 5 T.E. PVC VOL. = 2.5 m3 T.E. PVC VOL. = 2.5 m3 NTT=+4.65 5 5 5 5 \LDETALLE DE PATIO RÍGIDO\H1.6x; \fArial Narrow|b0|i0|c0|p34;\H0.5x;\lESCALA: 1/50 A A A A A A JARDÍN 5 VEREDA B B B B B B B B A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PARA TUBERIA EMPOTRADA DETALLE DE REFUERZO 0.40 TUBO DE DESAGÜE DE d2" Z 0.40 0.25 RELLENO CON CONCRETO Z a/c DOS HILERAS VARILLA DE Fc. DE Ø1/4" CONCRETO RELLENO CON 0.40 DESAGÜE TUBO DE CORTE Z - Z VARILLA DE Ø1/4" a/c DOS HILERAS 0.25 0.40 5 5 5 5 PARAMETROS QUE DEFINEN LA FUERZA SÍSMICA \LENCUENTRO DE PAÑOS EN VEREDAS \H0.66667x;\lESCALA: 1/25 NPT=+0.15 VEREDA TERRENO COMPACTADO C-6 C-7 5 5 5 5 5 5 1'' 1' 1'' 1' 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" P 5 5 5 5 5 5 5 5 5 5 \LDETALLE DE LOSA ALIGERADA TIPO "P"\H0.8x; \fArial|b0|i0|c0|p34;\lESCALA: 1/10 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 VCH-3 25x20 C-7 C-7 C-7 C-6 C-7 5 5 5 5 5 5 5 5 14 14 5 C-6 C-7 C-7 C-7 C-7 C-7 C-6 VCH-3 (25x20) VCH-3 (25x20) VCH-3 (25x20) VCH-3 (25x20) VCH-3 (25x20) VCH-3 (25x20) DF=0.80 NPT=+0.15 NFP=+0.10 NTN=±0.00 \W0.90000x;AFIRMADO \W0.90000x;RELLENO CON \W0.90000x;MAT. PROPIO 5 5 5 5 5 5 SECCIÓN 14-14 5 5 5 C17 15x55 - 25x25 5 Rto.@0.20 C/E 1@0.05 2 Ø1/4" 4Ø1/2"+6Ø3/8" F'c = 210 kg/cm2 4@0.10, 1@0.15 C-17 NTT=+3.20 1'' 1'' 1 1' 1' 2 C-17 5 5 5 5 C-11 C-11 S=5 ‰ 5 E-01 Localidad: Distrito: Provincia: Región: Especialidad: ESTRUCTURAS Plano de: CIMENTACIONES Fecha: Cad: Escala: 1/50 Formato: A - 0 Lámina: Proyecto: Especialista: \LCIMENTACIONES: BLOQUE 1 - BLOQUE2 \H0.66667x;\lESC: 1/50 2.80 1.80

Language	Spanish
Drawing Type	Block
Category	Hospital & Health Centres
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C, Garden / Park, Deck / Patio
Tags	autocad, block, CLINIC, DWG, FOUNDATION, health, health center, Hospital, Level, lightened, lightweight, map, medical center, post, structures