C-2

TIPO

C-1

PRIMERA PLANTA

C-4

.15X.45

0.15

0.45

0.15

0.45

0.45

.15

.15x.25

1@5,3@10,Resto @ .20

??????????????

0.15

0.25

??????????????

1@5,2@10,3@15,Resto @ .20

??????????????

1@5,2@10,3@15,Resto @ .20

Almacen Bidones

(ESCALA 1/25)

1.00

0.50

0.40

????????????

0.10

1.00

NIVEL TERRENO

ZAPATAf'c=210 Kg/cm2

??????????????????????????

N.F.P. Variable

Afirmado e = 10 cm.

(COMPACTADO)

Z-1

1.00

????????????

1.00

.10

0.45

N.F.P. Variable

1@10,3@15,Resto @.25??????

????????V.C'.15x.45

.10

.15

0.60

1@10,3@15,Resto @.25??????

????????V.C.15x.60

N.F.P. Variable

0.60

0.90

ESCALA 1/25

0.60

0.90

4.30 3.36 3.19

3.30

3.00

0.55

6.04

0.45

3.53

4.15 2.60 1.25

1.25

2.60

3.19

4.00

2.301.55

3.854.15

6.55

3.30

1.35 5.351.351.401.40

3.00

3.25

3.24

2.56

4.82

2.75 2.90 5.20

3.53

3.85

3.34

2.25

2.45

1.351.40

2.75

1.40 2.75

5.50

5.65 5.20

1.74

3.15

3.61

5.35

5.20

4.00

2.65

1.20

1.84

1.35

1.70

3.04

4.00

0.30

1.60

1.35

1.49

10.85

16.87

10.85 8.00

7.04

8.00

6.30

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

B B

B B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

Z-1 Z-1 Z-1

Z-1Z-1Z-1Z-1

Z-1 Z-1 Z-1 Z-1 Z-1

Z-1Z-1Z-1Z-1

Z-1

Z-1Z-1Z-1Z-1

Z-1 Z-1

Z-1

B

B

B

B

B

B

B

B

B

B

B

B

B

B

(ESCALA 1/50)

E-01

PROPIETARIO

DESCRIPCION:

LAMINA:

DEPARTAMENTO: CAJAMARCA

FECHA : MARZO 2015

1-DE-2

CIMENTACION - ESTRUCTURAS

ESPECIALIDAD INGENIERIA

DISTRITO: CAJAMARCA

PROVINCIA : CAJAMARCA

ESCALA: 1 / 50

PROFESIONAL :

???????Bach en ARQ. LEONARDO AVILA V.

DIRECCION:

ING. PEDRO ORLANDO RAMIREZ VASQUEZ CIP 79436

3.95

2.10

3.09

C-1

C-1

C-1C-1

C-1

C-1C-1

C-1C-1

C-1

C-1

C-1C-1

C-1

C-1

C-1

C-2

C-2C-2

C-2

C-2

C-2C-2

C-2

C-3.15x.35

1@5,3@10,Resto @ .20

???????????????????????

0.15

0.35

C-3

C-3

C-3

C-3

C-4

C-4

C-4

C-4

C-4

C-4

C-4

CUADRO DE COLUMNAS

??????????????????????????????????????

R ???.

( cm )? LR

( cm )

1.51/4 " 10.0

15.0 2.03/8 "

L

S/E

GRUPO EJ SRL