0.15
0.20
4 Ø 3
8"
E 1
4" @ 15
T-L
1
2
2'
3
4
5
6
6'
7
A
B
B'
C
C'
D
E
CASTILLO
0.15
K-1
0.15
Est. del No. 2 (1/4") Ø @20cm.
4 Vars. No. 3 (3/8") Ø
CONCRETO f'c=150 Kg/cm2
4 Vars #3
1.00
0.20
Est #2 @20
0.30
ZC-1
ZAPATA CORRIDA ZC-1
1.00
4 Vars #3
1.00
0.20
Est #2 @20
ZAPATA CORRIDA ZC-2
CADENA
DC-1
0.15
0.15
Est. del No. 2 (1/4") Ø @20cm.
4 Vars. No. 3 (3/8") Ø
CONCRETO f'c=150 Kg/cm2
1.00
1.00
0.30
0.30
20.00
2.93
0.75
7.22
5.15
1.80
2.15
4.15
1.00
0.75
3.95
10.00
4.07 4.55
1.72
1.38
2.35 1.70 2.85
DALA DE DESPLANTE
Est. del No. 2 (1/4") Ø @20cm.
4 Varillas No. 3 (3/8") Ø
2.90 1.17
2.95
ESTRUCTURAL
CIMENTACIÓN
2''
DC-1DC-1
DC-1DC-1DC-1
DC-1
DC-1
DC-1 DC-1
DC-1 DC-1
DC-1
DC-1 DC-1
DC-1
DC-1
DC-1
DC-1 DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
DC-1
ZC-2
ZC-1
0.30
ZC-2
ZC-2 ZC-2
ZC-2
ZC-2
ZC-2
ZC-2
ZC-2
ZC-2
ZC-2
ZC-2
ZC-1
ZC-1
ZC-1ZC-1
ZC-1
ZC-1
ZC-1
ZC-1
ZC-1
ZC-1
ZC-1ZC-1
ZC-1
ZC-1
ZC-1 ZC-1
ZC-1
ZC-1
ZC-1
ZC-1
0.15
0.20
6 Ø 3
8"
E 1
4" @ 15
T-1
TRABE T-1
Est. del No. 2 (1/4") Ø @15cm.
6 Varillas No. 3 (3/8") Ø
0.15
0.20
6 Ø 3
8"
E 1
4" @ 20 CM
T-1
TRABE T-1
Est. del No. 2 (1/4") Ø @20cm.
6 Varillas No. 3 (3/8") Ø
DETALLES DE CIMENTACIÓN, CADENAS Y TRABES
DATOS GENERALES
CROQUIS DE LOCALIZACION
ALUMNO:
LAMINA
PROYECTO
MAESTRO:
GRADO:
TURNO
F. ENTREGA
CONTENIDO
CONTENIDO:
ARQ. JOSÉ PAVELT GÓMEZ SÁNCHEZ
LUIS DONALDO HERNÁNDEZ VELASCO
3°
MATUTINO
14/08/23
PLANTA
P-2
DE CIMENTACIÓN