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PLANO No.

PROYECTO:

No CONTRATO:

DE

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

FECHA: OBSERVACIONES

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

INDICADA

FEBRERO 2016

10

PLANTA DE CIMENTACION

DETALLES ZAPATAS

NOTAS GENERALES

(2)

CIMENTACION

Es 1

40 x 60

0.40 8.00 0.40 2.54 0.40 2.78 0.40

4#6L=11.00 4#6L=6.00

32

55

80#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

20#3

c/12.5

10#3

c/12.5

10#3

c/12.5

VCIM-02 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 8.00 0.40 2.54 0.40 7.05 0.40

A

B

C

D

4#6L=6.00 4#6L=11.00 4#6L=5.00

4#6L=11.00 4#6L=9.75

32 10

55

96#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

20#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

4.35

VCIM-03 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 8.00 0.40 2.54 0.40 7.05 0.40 2.05 0.40 2.85 0.40

A

B

C

D

E

4#6L=6.00 4#6L=10.50 4#6L=11.00

4#5L=3.00 4#6L=9.00 4#6L=7.00 4#6L=9.50

32 10

55

132#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

20#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

16#3

c/12.5

10#3

c/12.5

10#3

c/12.5

1.40 1.00

4.35

VCIM-04 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 8.00 0.40 2.54 0.40 7.05 0.40 2.05 0.40 7.00 0.40

A

B

C

D

E

F

4#6L=6.00 4#6L=10.00 4#6L=11.00 4#6L=6.00

4#6L=11.00 4#6L=7.25 4#6L=11.00 4#6L=3.50

32 10

55

148#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

20#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

16#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

.95 4.26

4.35 2.01

VCIM-05 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 8.00 0.40 2.54 0.40 7.05 0.40 2.05 0.40 7.00 0.40

A

B

C

D

E

F

4#6L=6.00 4#6L=10.00 4#6L=11.00 4#6L=6.00

4#6L=11.00 4#6L=7.25 4#6L=11.00 4#6L=3.50

32 10

55

148#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

20#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

16#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

.95 4.26

4.35 2.01

VCIM-06 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 8.00 0.40 2.54 0.40 7.05 0.40 2.05 0.40 7.00 0.40

A

B

C

D

E

F

4#6L=6.00 4#6L=10.00 4#6L=11.00 4#6L=6.00

4#6L=11.00 4#6L=7.25 4#6L=11.00 4#6L=3.50

32 10

55

148#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

20#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

16#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

.95 4.26

4.35 2.01

VCIM-07 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 2.05 0.40 7.00 0.40

D

E

F

4#6L=10.75

4#6L=10.75

32 10

55

52#3(32x55) L=194

40

60

16#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

VCIM-08 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 3.19 0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

1

2

3

4

5

4#6L=3.00 4#6L=6.00 4#6L=6.00 4#6L=6.00 4#6L=8.25

4#6L=6.50 4#6L=6.00 4#6L=9.50 4#6L=6.25

32 10

55

134#3(32x55) L=194

40

60

10#3

c/12.5 2#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

4#3

c/27.5

10#3

c/12.5

1.26 1.47

1.37 2.77 2.98

VCIM-09 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 3.19 0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

1

2

3

4

5

4#6L=3.00 4#6L=6.00 4#6L=6.00 4#6L=6.00 4#6L=8.25

4#6L=6.50 4#6L=6.00 4#6L=9.50 4#6L=6.25

32 10

55

134#3(32x55) L=194

40

60

10#3

c/12.5 2#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

4#3

c/27.5

10#3

c/12.5

1.26 1.47

1.37 2.77 2.98

VCIM-10 (40X60)

CIMENTACION

1

2

3

4

5

4#6L=3.00 4#6L=6.00 4#6L=6.00 4#6L=6.00 4#6L=8.25

10

55 60

1.37 2.77 2.98

CIMENTACION

Es 1

40 x 60

0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40 4.08 0.40

4#6L=10.00 4#6L=6.00 4#6L=9.75 4#6L=3.50

32

55

138#3(32x55) L=194

40

60

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

4#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

3.55 1.34

VCIM-11P (40X60)

CIMENTACION

Es 1

40 x 60

0.40 5.18 0.40

5#5L=6.40

4#6L=6.50

32 10

55

30#3(32x55) L=194

40

60

10#3

c/12.5

10#3

c/27.5

10#3

c/12.5

VCIM-12 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 6.80 0.40 4.42 0.40 3.50 0.40 4.08 0.40

3

4

5

6

4#6L=5.00 4#6L=11.00 4#6L=7.50

4#6L=11.00 4#6L=11.50

32 10

55

112#3(32x55) L=194

40

60

10#3

c/12.5

16#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

4#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

3.35

VCIM-13 (40X60)

CIMENTACION

Es 1

40 x 60

0.40 7.91 0.40 4.42 0.40 3.50 0.40 4.08 0.40

3

4

5

6

4#6L=5.00 4#6L=11.00 4#6L=8.60

4#6L=6.00 4#6L=7.50 4#6L=11.00

32 10

55

116#3(32x55) L=194

40

60

10#3

c/12.5

20#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

10#3

c/12.5

4#3

c/27.5

10#3

c/12.5

10#3

c/12.5

6#3

c/27.5

10#3

c/12.5

4.35 3.35

PROYECTO:

No CONTRATO:

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

INDICADA

FEBRERO 2016

(3)

Columna A-7

Es 1

1.00

2.80

0.50

2.80

0.40

NE+3.30 NE+6.50

f'c=21MPa

25

4#6L=3.00

25

4#6L=6.50

25

4#6L=6.00

25

4#6L=2.50

0.40x0.5

59#3(34x44)-L=171

59#3(46)-L=61

59#3(36)-L=51

34 7.5

44

7.5 7.5

46

7.5 7.5

36

6#3C/10

6#3C/10

8#3C/20

10#3C/10

6#3C/10

6#3C/10

8#3C/20

5#3C/10

4#3C/10

.70

1.10

.90

1.10

(40 x 50)

Son 29

1.00

2.80

0.50

2.80

0.40

NE+3.30 NE+6.50

f'c=21MPa

25

4#6L=3.00

25

4#6L=6.50

25

4#6L=6.00

25

4#6L=2.50

0.40x0.5

59#3(34x44)-L=171

59#3(46)-L=61

59#3(36)-L=51

34 7.5

44

7.5 7.5

46

7.5 7.5

36

6#3C/10

6#3C/10

8#3C/20

10#3C/10

6#3C/10

6#3C/10

8#3C/20

5#3C/10

4#3C/10

.70

1.10

.90

1.10

(40 x 50)

Columnas E-5, C-7

Son 2

1.00

2.80

0.50

NE+3.30

f'c=21MPa

20 20

4#5L=4.60

20 20

4#5L=4.60

0.35x0.3

35#3(29x29)-L=131

70#3(31)-L=46

29 7.5

29

7.5 7.5

31

7.5 7.5

31

6#3C/10

6#3C/10

8#3C/20

10#3C/10

5#3C/10

(35 x 35)

Columna E-1

Es 1

1.00

2.80

0.50

2.80

0.40

NE+3.30 NE+6.50

f'c=21MPa

20

4#5L=3.50

20

4#5L=6.50

20

4#5L=5.50

20

4#5L=2.50

0.35x0.3

59#3(29x29)-L=131

118#3(31)-L=46

29 7.5

29

7.5 7.5

31

7.5 7.5

31

6#3C/10

6#3C/10

8#3C/20

10#3C/10

6#3C/10

6#3C/10

8#3C/20

5#3C/10

4#3C/10

1.15

1.20

.85

1.20

(35 x 35)

Columnas F-5, D-7

Son 2

1.00

2.80

0.50

NE+3.30

f'c=21MPa

25 25

4#6L=4.70

25 25

4#6L=4.70

0.40x0.5

35#3(34x44)-L=171

35#3(46)-L=61

35#3(36)-L=51

34 7.5

44

7.5 7.5

46

7.5 7.5

36

6#3C/10

6#3C/10

8#3C/20

10#3C/10

5#3C/10

(40 x 50)

Columnas B-7, A-6, B-6, C-6, D-6, A-5, B-5, C-5, D-5, A-4, B-4, C-4, D-4, E-4,

F-4, A-3, B-3, C-3, D-3, E-3, F-3, D-1, F-1, A-2, B-2, C-2, D-2, E-2, F-2

PLANO No.

PROYECTO:

No CONTRATO:

DE

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

FECHA: OBSERVACIONES

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

INDICADA

FEBRERO 2016

10

PLANTA COLUMNAS

Y BORDE PLACA

CONTRAPISO

DESPIECE COLUMNAS

(4)

PROYECTO:

No CONTRATO:

CONTIENE:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

PLANTA NE+3.30

DETALLES LOS STEEL DECK

(5)

PLANO No.

PROYECTO:

No CONTRATO:

DE

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

FECHA: OBSERVACIONES

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

INDICADA

FEBRERO 2016

10

PLANTA NE+6.50

DETALLE PERLINES

349-ES-005

(6)

PROYECTO:

No CONTRATO:

CONTIENE:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

PLANTA CUBIERTA

PRINCIPAL

(7)

PLANO No.

PROYECTO:

No CONTRATO:

DE

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

FECHA: OBSERVACIONES

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

INDICADA

FEBRERO 2016

10

PLANTA CUBIERTA

SECUNDARIA

DETALLES CUBIERTA

(8)

NE+3.10

Es 1

40 x 50

0.50 7.90 0.50 2.49 0.40 2.73 0.50

4#5L=8.00 4#5L=8.50

32

91#3(32x45) L=174

40

10#3

c/10

26#3

c/22.5

10#3

c/10

10#3

c/10 1#3

c/22.5 11#3

c/10

10#3

c/10 2#3

c/22.5 11#3

c/10

NE+3.10

Es 1

15 x 50

0.40 2.54 0.40 2.81 0.35

2#5L=6.86

7

46#3(7x45) L=124

15

10#3

c/10 1#3

c/22.5 11#3

c/10

10#3

c/10 3#3

c/22.5 11#3

c/10

V-02 (40X50)

NE+3.10

Es 1

40 x 50

0.50 2.76 0.35 3.85 0.50

C

D

4#6L=3.00 2#7L=3.00

4#5L=4.00

4#6L=3.30 2#6L=3.00

4#6L=5.25 4#6L=4.25

32 10

45

51#3(32x45) L=174

40

50

10#3

c/10 2#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

1.40

V-02P (40X50)

NE+3.10

Es 1

40 x 50

0.50 7.90 0.50

A

B

3#6L=9.40

2#5L=3.00 2#5L=3.00

4#5L=9.30

32 10

45

46#3(32x45) L=174

40

50

10#3

c/10

26#3

c/22.5

10#3

c/10

V-03 (40X50)

NE+3.10

Es 1

40 x 50

0.50 7.90 0.50 2.44 0.50 2.76 0.35 3.85 0.50 2.00 0.40 2.80 0.50

A

B

C

D

E

4#6L=6.00 1#6L=3.00

4#6L=9.00 2#6L=6.00

4#6L=4.50 4#6L=9.00 2#6L=3.00

4#5L=3.00 4#6L=9.00 4#6L=7.00

1#6L=6.00

4#5L=9.40

32 10

45

163#3(32x45) L=174

40

50

10#3

c/10

26#3

c/22.5

10#3

c/10

10#3

c/10 1#3

c/17.5 11#3

c/10

10#3

c/10 2#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

20#3

c/10

10#3

c/10 3#3

c/22.5 11#3

c/10

1.30 .90

4.25 6.62 .91 2.60

V-04 (40X50)

NE+3.10

Es 1

40 x 50

0.50 7.90 0.50 2.44 0.50 6.95 0.50

A

B

C

D

4#6L=6.00 1#6L=3.00

4#6L=10.00 1#5L=6.00

4#6L=6.00

4#5L=3.00 4#5L=6.00 4#5L=10.00 4#5L=3.75

32 10

45

110#3(32x45) L=174

40

50

10#3

c/10

26#3

c/22.5

10#3

c/10

10#3

c/10 1#3

c/22.5 11#3

c/10

10#3

c/10

22#3

c/22.5

10#3

c/10

1.25 6.25

4.26 5.20

V-04P (40X50)

NE+3.10

Es 1

40 x 50

0.50 2.83 0.35 3.72 0.50

E

F

2#8L=3.00(2da fila) 4#7L=3.00

4#7L=7.00

2#7L=3.00(2da fila)

4#7L=6.50 4#7L=3.00

32 10

45

52#3(32x45) L=174

40

50

4.0 1a fila 5.0 2a fila

10#3

c/10 3#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

V-05 (40X50)

NE+3.10

Es 1

45 x 50

40 x 50

0.50 4.79 0.20 2.91 0.50 2.44 0.50 5.88 0.10 0.97 0.50

45x50 40x50

A

B

C

D

4#6L=3.50 2#8L=3.00(2da fila)

1#8L=3.00

4#6L=5.50

2#8L=6.00(2da fila) 2#8L=6.00

4#7L=9.00 4#7L=6.25

4#7L=5.00

2#7L=11.00 4#7L=11.00

4#7L=7.25

37

81#3(37x45) L=184 41#3(32x45) L=174

45

10#3

c/10

12#3

c/22.5

10#3

c/10

10#3

c/10 3#3

c/153#3 c/12.5

11#3

c/10

10#3

c/10 1#3

c/20 11#3

c/10

10#3

c/10

21#3

c/22.5

10#3

c/10

2.50

1.75 .13 .66

V-05P (40X50)

NE+3.10

Es 1

40 x 50

0.50 2.83 0.35 3.72 0.50

E

F

2#8L=3.25

3#6L=2.50 4#5L=5.00

2#7L=3.00 3#6L=2.50

3#6L=6.50 1#6L=4.00

4#5L=2.75

32 10

45

52#3(32x45) L=174

40

50

10#3

c/10 3#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

1.02 .93

V-06 (40X50)

NE+3.10

Es 1

40 x 50

0.50 4.79 0.20 2.91 0.50 2.44 0.50 5.86 0.15 0.94 0.50 1.95 0.50 2.83 0.35 3.72 0.50

A

B

C

D

E

F

4#7L=3.50

2#6L=3.00 4#7L=6.00 4#7L=9.00 1#8L=4.50

1#7L=4.50

4#7L=11.00 4#7L=6.50

4#7L=4.75 4#7L=8.50 4#6L=7.25 4#6L=6.00 4#6L=9.50

32 10

45

196#3(32x45) L=174

40

50

10#3

c/10

12#3

c/22.5

10#3

c/10

10#3

c/10 3#3

c/22.5

11#3

c/10

10#3

c/10 1#3

c/17.5 11#3

c/10

10#3

c/10

16#3

c/22.5

10#3

c/10

10#3

c/10

20#3

c/10

10#3

c/10 3#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

2.25 .65 3.26

1.00 .31 .91 1.26

V-07 (40X50)

NE+3.10

Es 1

40 x 50

0.15 0.94 0.50 2.00 0.40 2.88 0.35 3.72 0.50

D

E

F

4#7L=6.00 4#5L=7.50

4#6L=9.00 4#6L=4.00

32 10

45

82#3(32x45) L=174

40

50

10#3

c/10

20#3

c/10

10#3

c/10 3#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

V-08 (40X50)

NE+3.10

6

5

4

3

2

4#6L=3.00

4#7L=6.00 4#7L=7.00 1#6L=4.50

4#7L=8.00

1#6L=4.50

4#6L=8.00

10

45 50

.67 1.37 2.35 1.88 4.75

V-09 (40X50)

NE+3.10

Es 1

40 x 50

0.15 1.09 0.40 3.19 0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

6

5

4

3

2

4#6L=4.50 4#7L=6.00 4#7L=6.00 2#6L=4.50

4#7L=9.00

2#6L=4.50

4#6L=8.00

4#6L=7.00 4#6L=9.00 4#6L=10.00 4#6L=3.50

32 10

45

162#3(32x45) L=174

40

50

10#3

c/10

10#3

c/10

4#3

c/22.5

11#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

10#3

c/10

20#3

c/22.5

10#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

10#3

c/10

6#3

c/22.5

11#3

c/10

.53 3.73

.93 1.64 2.35 1.14 4.75

V-10 (40X50)

NE+3.10

Es 1

40 x 50

0.15 1.09 0.40 3.19 0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

6

5

4

3

2

4#6L=4.50 4#7L=6.00 4#7L=6.00 4#7L=9.00 4#6L=8.00

4#6L=7.00 4#6L=9.00 4#6L=10.00 4#6L=3.50

32 10

45

162#3(32x45) L=174

40

50

10#3

c/10

10#3

c/10

4#3

c/22.5

11#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

10#3

c/10

20#3

c/22.5

10#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

10#3

c/10

6#3

c/22.5

11#3

c/10

.53 3.73

.93 1.64 1.14

V-11 (40X50)

NE+3.10

Es 1

40 x 50

0.40 4.40 0.40 6.80 0.40 4.42 0.40 0.90 0.15 2.44 0.40 4.08 0.40 1.23 0.15

5

4

3

2

1

4#6L=4.50 4#7L=6.00 4#7L=9.00 4#7L=6.00 4#6L=8.75

4#6L=7.00 4#6L=8.50 4#6L=10.50 4#6L=4.50

32 10

45

173#3(32x45) L=174

40

50

10#3

c/10

10#3

c/22.5

10#3

c/10

10#3

c/10

20#3

c/22.5

10#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

5#3

c/101#3 c/22.5

5#3

c/10

10#3

c/10 1#3

c/22.5 11#3

c/10

10#3

c/10

8#3

c/22.5

10#3

c/10

12#3

c/10

.55 .86

2.17 1.66 1.77

V-12 (40X50)

NE+3.10

Es 1

40 x 50

0.40 6.80 0.40 4.42 0.40 0.90 0.15 2.44 0.40 4.08 0.40 1.23 0.15

4

3

2

1

4#6L=4.50 4#6L=7.00 1#6L=4.50

4#6L=9.00 4#6L=5.25

4#5L=6.00 4#5L=10.50 4#5L=8.25

32 10

45

143#3(32x45) L=174

40

50

10#3

c/10

20#3

c/22.5

10#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

5#3

c/101#3 c/22.5

5#3

c/10

10#3

c/10 1#3

c/22.5 11#3

c/10

10#3

c/10

8#3

c/22.5

10#3

c/10

12#3

c/10

4.40

2.87 4.75 1.66

V-13 (35X50)

NE+3.10

4

3

2

1

3#6L=4.50 2#6L=3.00

3#5L=7.00 1#5L=3.00

3#5L=9.00 3#5L=5.00

10

45 50

2.87 5.50 1.66

V-14 (40X50)

NE+3.10

Es 1

40 x 50

0.40 4.42 0.40 3.50 0.40 4.08 0.40 1.23 0.15

3

2

1

4#5L=8.00

1#5L=3.00

4#5L=8.25

1#5L=3.00

4#5L=4.25 4#5L=7.50 4#5L=5.50

32 10

45

97#3(32x45) L=174

40

50

10#3

c/10

10#3

c/22.5

10#3

c/10

10#3

c/10

6#3

c/22.5

11#3

c/10

10#3

c/10

8#3

c/22.5

10#3

c/10

12#3

c/10

2.65 3.12

V-15 (35X50)

NE+3.10

Es 1

35 x 50

0.15 1.09 0.40 3.19 0.40 4.40 0.40

6

5

4

3#5L=10.45 2#6L=3.75

3#5L=10.45

27 10

45

65#3(27x45) L=164

35

50

10#3

c/10

10#3

c/10

4#3

c/22.5

11#3

c/10

10#3

c/10

10#3

c/22.5

10#3

c/10

NE+3.10

Es 1

20 x 50

0.40 3.50 0.40

2#7L=4.90

12

27#3(12x45) L=134

20

10#3

c/10

6#3

c/22.5

11#3

c/10

V-17 (15X50)

NE+3.10

Es 1

15 x 50

0.40 4.08 0.40 1.23 0.15

1

2#5L=3.50 2#5L=4.00

2#5L=6.65

7

10#3

c/10

8#3

c/22.5

10#3

c/10

12#3

c/10

V-18 (15X50)

NE+3.10

Es 1

15 x 50

0.15 1.00 0.40 2.05 0.40 2.88 0.35 3.78 0.40

D

E

F

2#5L=11.80

2#5L=11.80

7

10#3

c/10

21#3

c/10

10#3

c/10 3#3

c/22.5 11#3

c/10

10#3

c/10

7#3

c/22.5

11#3

c/10

PROYECTO:

No CONTRATO:

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

(9)

V-19 (15X50)

NE+3.10

Es 1

15 x 50

0.40 2.05 0.40

D

E

2#5L=3.25

2#5L=3.23

7

21#3

c/10

V-20 (30X40)

NE+6.20

Es 1

30 x 40

0.50 7.90 0.50 2.44 0.50 6.95 0.50

A

B

C

D

4#5L=5.95 4#5L=10.00 4#5L=5.95

3#5L=3.00 3#5L=6.00 4#5L=10.00 3#5L=3.75

22 10

35

136#3(22x35) L=134

30

40

11#3

c/7.5

36#3

c/17.5

11#3

c/7.5

11#3

c/7.5 4#3

c/17.5 11#3

c/7.5

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

1.25 6.25

4.26

V-21 (30X40)

NE+6.20

Es 1

30 x 40

0.50 7.90 0.50

A

B

2#5L=9.30 1#5L=3.25

1#5L=2.25

1#5L=3.25 1#5L=2.25

3#5L=9.30

22 10

35

58#3(22x35) L=134

30

40

11#3

c/7.5

36#3

c/17.5

11#3

c/7.5

V-21P (30X40)

NE+6.20

Es 1

30 x 40

0.50 6.95 0.50

C

D

2#5L=8.35 1#5L=3.00

1#5L=2.25

1#5L=3.00 1#5L=2.25

3#5L=8.35

22 10

35

52#3(22x35) L=134

30

40

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

V-22 (30X40)

NE+6.20

Es 1

30 x 40

0.50 7.90 0.50

A

B

2#5L=9.30 1#5L=3.25

1#5L=2.25

1#5L=3.25 1#5L=2.25

3#5L=9.30

22 10

35

58#3(22x35) L=134

30

40

11#3

c/7.5

36#3

c/17.5

11#3

c/7.5

V-22P (30X40)

NE+6.20

Es 1

30 x 40

0.50 6.95 0.50 1.95 0.50 6.90 0.50

C

D

E

F

2#5L=5.00 1#5L=2.25

2#5L=10.25 1#5L=6.00

2#5L=4.50

1#5L=2.25

3#5L=7.00 3#5L=6.00 3#5L=7.00

22 10

35

128#3(22x35) L=134

30

40

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

11#3

c/7.5 2#3

c/17.5 11#3

c/7.5

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

5.42

3.47 5.42

V-23 (30X40)

NE+6.20

Es 1

30 x 40

0.50 7.90 0.50 2.44 0.50 6.95 0.50 1.95 0.50 6.90 0.50

A

B

C

D

E

F

3#5L=6.00 3#5L=10.25 3#5L=10.00 3#5L=6.00

3#5L=3.00 3#5L=9.00 3#5L=8.00 3#5L=10.50 3#4L=3.00

22 10

35

212#3(22x35) L=134

30

40

11#3

c/7.5

36#3

c/17.5

11#3

c/7.5

11#3

c/7.5 4#3

c/17.5 11#3

c/7.5

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

11#3

c/7.5 2#3

c/17.5 11#3

c/7.5

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

1.30 .90 5.01

4.55 2.46

V-24 (30X40)

NE+6.20

Es 1

30 x 40

0.50 7.90 0.50 2.44 0.50 5.13 0.15 1.67 0.50 1.95 0.50 6.90 0.50

A

B

C

D

E

F

3#5L=6.00 3#5L=10.25 3#5L=10.00 3#5L=6.00

3#5L=3.00 3#5L=9.00 3#5L=8.00 3#5L=10.50 3#4L=3.00

22 10

35

224#3(22x35) L=134

30

40

11#3

c/7.5

36#3

c/17.5

11#3

c/7.5

11#3

c/7.5 4#3

c/17.5 11#3

c/7.5

11#3

c/7.5

20#3

c/17.5

11#3

c/7.5

22#3

c/7.5

11#3

c/7.5 2#3

c/17.5 11#3

c/7.5

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

1.30 .90 5.01

4.55 2.46

V-25 (30X40)

NE+6.20

Es 1

30 x 40

0.15 1.67 0.50 2.03 0.35 2.13 0.10 4.75 0.50

D

E

F

2#5L=9.00 1#5L=6.25

1#5L=4.00

2#5L=4.50

1#5L=2.25

3#5L=4.00 3#5L=9.50

22 10

35

97#3(22x35) L=134

30

40

22#3

c/7.5

11#3

c/7.5 2#3

c/17.5 11#3

c/7.5

11#3

c/7.5

7#3

c/17.5

22#3

c/17.5

11#3

c/7.5

V-26 (30X40)

NE+6.20

Es 1

30 x 40

0.50 7.90 0.50

A

B

2#5L=9.30 1#5L=3.25

1#5L=2.25

1#5L=3.25 1#5L=2.25

2#5L=9.30

22 10

35

58#3(22x35) L=134

30

40

11#3

c/7.5

36#3

c/17.5

11#3

c/7.5

V-27 (15X40)

NE+6.20

Es 1

15 x 40

0.15 1.77 0.30 2.15 0.30 7.10 0.30

D

E

F

2#5L=8.75 2#5L=4.50

2#5L=4.25 2#5L=9.00

7

11#3

c/7.5

11#3

c/7.5

11#3

c/7.5 2#3

c/17.5 11#3

c/7.5

11#3

c/7.5

30#3

c/17.5

11#3

c/7.5

V-28 (15X40)

NE+6.20

Es 1

15 x 40

0.30 1.33 0.10 2.75 0.30 0.98 0.15

6

2#5L=6.30

2#5L=4.00 2#5L=3.00

7

11#3

c/7.5 2#3

c/17.5

10#3

c/17.5

11#3

c/7.5

12#3

c/7.5

V-29 (30X40)

NE+6.20

Es 1

30 x 40

0.40 3.19 0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

6

5

4

3

2

3#5L=3.00 3#5L=6.00 3#5L=6.00 3#5L=6.00 4#6L=7.75

3#5L=6.00 3#5L=5.75 3#5L=5.00 3#5L=11.00

22 10

35

188#3(22x35) L=134

30

40

11#3

c/7.5

8#3

c/17.5

11#3

c/7.5

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

28#3

c/17.5

11#3

c/7.5

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

10#3

c/17.5

11#3

c/7.5

1.01 1.16

1.42 3.02 3.43

V-30 (30X40)

NE+6.20

Es 1

30 x 40

0.40 3.19 0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

6

5

4

3

2

3#5L=3.00 3#5L=6.00 3#5L=6.00 3#5L=6.00 4#6L=7.75

3#5L=6.00 3#5L=5.75 3#5L=5.00 3#5L=11.00

22 10

35

188#3(22x35) L=134

30

40

11#3

c/7.5

8#3

c/17.5

11#3

c/7.5

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

28#3

c/17.5

11#3

c/7.5

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

10#3

c/17.5

11#3

c/7.5

1.01 1.16

1.42 3.02 3.43

V-31 (30X40)

NE+6.20

Es 1

30 x 40

0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40

5

4

3

2

3#5L=9.00 3#5L=7.00 3#5L=7.50

3#5L=10.75 3#5L=11.50

22 10

35

159#3(22x35) L=134

30

40

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

28#3

c/17.5

11#3

c/7.5

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

11#3

c/17.5

11#3

c/7.5

2.70

V-32 (30X40)

NE+6.20

Es 1

30 x 40

0.40 4.40 0.40 6.80 0.40 4.42 0.40 3.50 0.40 4.08 0.40 0.93 0.15

5

4

3

2

1

3#5L=10.00 3#5L=6.00 3#5L=9.25 3#5L=4.00

3#5L=10.75 3#5L=6.00 3#5L=5.50 3#5L=7.25

22 10

35

206#3(22x35) L=134

30

40

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

28#3

c/17.5

11#3

c/7.5

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

10#3

c/17.5

11#3

c/7.5

11#3

c/7.5

14#3

c/17.5

11#3

c/7.5

12#3

c/7.5

4.54 2.53

3.81 1.86

V-33 (30X40)

NE+6.20

Es 1

30 x 40

0.40 4.42 0.40 3.50 0.40 4.11 0.35 0.95 0.15

3

2

1

3#5L=7.50 3#5L=8.25

3#5L=11.00 3#5L=5.00

22 10

35

118#3(22x35) L=134

30

40

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

10#3

c/17.5

11#3

c/7.5

11#3

c/7.5

14#3

c/17.5

11#3

c/7.5

12#3

c/7.5

V-34 (30X40)

NE+6.20

Es 1

30 x 40

0.40 4.42 0.40 3.50 0.40 4.08 0.40 0.93 0.15

3

2

1

3#5L=7.50 3#5L=8.25

3#5L=11.00 3#5L=5.00

22 10

35

118#3(22x35) L=134

30

40

11#3

c/7.5

16#3

c/17.5

11#3

c/7.5

11#3

c/7.5

10#3

c/17.5

11#3

c/7.5

11#3

c/7.5

14#3

c/17.5

11#3

c/7.5

12#3

c/7.5

PLANO No.

PROYECTO:

No CONTRATO:

DE

CONTIENE:

ESCALA:

FECHA:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

FECHA: OBSERVACIONES

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

INDICADA

FEBRERO 2016

10

DESPIECE VIGAS

ENTREPISOS 2/2

(10)

3

1

3 1

2 2

5

5

6 6

5

5

6 6

4

4

7 7

7 7 7 7 7 7

C5 C5

C7

PROYECTO:

No CONTRATO:

CONTIENE:

LOCALIZACION:

GRUPO 10

PAF-JU10-G10DC-2015

INTERVENTORIA

CONSORCIO

JORNADA UNICA BCG-GR10

INGENIERO ESTRUCTURAL:

LOCALIZACION

ING. JUAN CARLOS CORTES CORTES MATRICULA PROF: 25202-121612 CND

DIRECTOR

ING. SIGIFREDO OSPINA CASTRO MATRICULA PROF: 25202-70077 CND.

Findeter

Financiera del Desarrollo

FINDETER - FINANCIERA DEL DESARROLLO TERRITORIAL

R EPB L I C A

E D

C O OLM BI A

CONSTRUCCIONES RUBAU - SUCURSAL COLOMBIA

RUBAU

Colombia

ESTRUCTURA

DIRECCION

CHOCO - UNION PANAMERICANA

349

IE - AGROECOL SAN

RAFAEL

REV. 00

PROYECTO

Referencias

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