The document provides technical specifications for building foundations and structures, including: - Dimensions for lateral beams, footings, columns, primary beams, cross beams, and slabs. - Requirements for soil bearing capacity, steel yield strength, and concrete compressive strength. - A table showing the dimensions of individual footings. - Details for reinforcement and finishing of the foundation.

1. ESPECIFICACIONES TECNICAS
-LATERAL 7.50 cm
ZAPATAS -FONDO 7.50 cm
COLUMNAS 3.00 cm
VIGAS P 3.00 cm
VIGAS CH 3.00 cm
VIGAS 3.00 cm
LOSAS 2.50 cm
RECUBRIMIENTO
- CAPACIDAD PORTANTE DEL TERRENO Vt = 1.0 Kg/cm2
- LIMITE DE FLUENCIA DEL ACERO F'y = 4200 Kg/cm2
- RESISTENCIA A LA COMPRESION DEL CONCRETO F'c = 210 Kg/cm2
3.00
3.00
2.954.502.28
4.004.004.002.754.004.00
4.004.004.004.004.002.75
PRIMER NIVEL
2.80
1.40
2.80
1.40
1.80
1.40
3.10
1.40
3.80
1.20
3.10
1.20
3.80
1.00
4.80
1.80
1.10
1.10
2.80
1.40
2.80
1.40
2.80
1.40
2.80
1.40
2.80
1.40
2.80
1.40
2.80
1.40
2.80
1.40
1.00
2.00
1.10
4.80
1.10
CUADRO DE ZAPATAS
1.600.602.00 x 1.00
1.60
1.60
0.60
0.60
1.40 x 2.80
1.10 x 1.10
3.10 x 1.20
3.10 x 1.40
0.60
0.60
1.60
1.60
1 @ .05, 9 @ .10, 1 @ .15, R @ .20
C/EXTREMO
VAR.
VARIABLE
.075
VARIABLE VARIABLE
VER CUADRO DE ZAPATAS
esc. 1:20
.10
SOLADO
NPT= +-0.00
.30 .30
.15
.40
.60
.30
.50
.60
.50.50
esc. 1:20
.20
.50
.40
.50
.25
.20
.10
.20
.60
.60
4.00
.50 .50
.60
.50
.25
.20
.10
.20
VER CUADRO DE ZAPATAS
NPT= +-0.00
SOLADO
esc. 1:25
.30
.60
FORTALECIMIENTO DE CAPACIDADES DE GESTION COMUNITARIA EN LA LOCALIDAD DE