PLANOS ESTRUCTURAS PROYECTO EDIFICIO 7 PISOS 3 SOTANOS LINCE

RESUMEN DEL ANALISIS SISMICO CONFIGURACION ESTRUCTURAL : SISTEMA DE RESISTENCIA SISMICA EN BASE A PLACAS DE CONCRETO ARMADO - LA ESTRUCTURA ES REGULAR.

1.13

2.00

4.10

5.00

2.85

6.35

.73

4.25

9.33

FACTOR DE ZONA

U

FACTOR DE CATEGORIA DE EDIFICACION

U=1.00 (EDIFICACION)

S

PARAMETRO DE SUELO

S=1.00 (SUELO TIPO S1) TP= 0.4seg.

T

PERIODO FUNDAMENTAL DE LA ESTRUCTURA

0.38 Seg.

R

COEFICIENTE DE REDUCCION

R=6 ( DIRECC.Y) R=6 ( DIRECC.X)

DISTORSION MAXIMA DE ENTREPISO

DIRECC. X: 0.0017 DIRECC. Y: 0.0042

DESPLAZAMIENTO MAXIMO

DIRECCIÓN X = 3.11 cm DIRECCIÓN Y = 7.70 cm

.90

.90

1.20

3.61

VC-01

3.61

2.30

ZAPATAS AISLADAS Y/O COMBINADAS Y CIMIENTOS CORRIDOS

1

TIPO DE CIMENTACION

2

PROFUNDIDAD MINIMA DE CIMENTACION

INDICADA

3

ESFUERZO ADMISIBLE DE TERRENO

4.60 Kg/cm2

4

ASENTAMIENTO DIFERENCIAL MAXIMO

0.63 cm.

5

AGRESIVIDAD DEL SUELO

NO EXISTE AGRESIVIDAD DE SULFATOS Y CLORUROS

6

CEMENTO DE CONCRETO EN CONTACTO CON EL SUBSUELO.

PORTLAND TIPO I, IP ó IPM.

7

RESPONSABLE DEL ESTUDIO DE SUELOS

ING CLARK HUGO NOLASCO SEGURA

3.55

2.00

1.90

2.30

.70

1.00

ESPECIFICACIONES TÉCNICAS

.50

3.59

.70

CONCRETO

3.45

2.10

.70

3.45

.70

9.88

.90

CONDICIONES DE LA CIMENTACION

1.40

1.33

.50

1.60

1.70 .90

Z=0.4 (ZONA 3)

.60

2.60

1.60

1.20

.90

.06

2.50

Z

PLACAS Y COLUMNAS

.70

En sótanos: f'c = 280 kg/cm2 A partir del 1er piso en adelante: f'c = 210 kg/cm2

4.09 .90

.70 4.25

1.00

2.40

VIGAS Y LOSAS:

1.53

1.00

1.90

2.30

f'c = 210 kg/cm

.70

2.82

1.00

Losa de Montacoches

f'c = 350 kg/cm2

Solado y Falsa Zapata

f'c = 100 kg/cm2

Acero de refuerzo Grado 60 (ITINTEC 341-031) fy = 4,200 kg/cm2

Recubrimientos en elementos de concreto armado

.40

.90

1.10

1.20

1.40

f'c = 210 kg/cm2

ACERO

.20

.30

2.10

VC-01

2.82

.60

Zapatas y Cisterna

1.13

2.00

.05

1.60

1.27

2.85 .87

1.27

4.10

2.85

5.00

6.35

.73

4.25

Placas y Columnas

4.0 cm

Losas,vigas chatas y dinteles Vigas Muros de Contención Zapatas

2.0 cm 4.0 cm 4.0 cm 7.5 cm

Albañilería Tabiqueria : Ladrillos ceramicos Tipo III Cerco Perimetrico : Ladrillos ceramicos Tipo IV

CIMENTACION 3er SOTANO (CISTERNAS) ESCALA: 1/50

Ø3/8" 1@ 0.05,[email protected] var 6Ø3/4"

VC

6 Ø3/4"

CUADRO GENERAL DE COLUMNAS 2 Ø1/2"

1.20

2 Ø1/2" 2 Ø1/2"

2 Ø1/2"

2 Ø1/2" 2 Ø1/2"

.50 5 Ø3/4"

Ver cuadro de columnas

.30

VC

VC-VC

.10

.80

.30

.30

.80

.15

.70

.40

.15

.80

.25

.50

Esc: 1:25

5 Ø3/4"

VIGA CIMENTACION VC-01 (TÍPICA)

Ø3/8" [email protected],[email protected],[email protected]/e

Ø3/8" [email protected],[email protected],[email protected]



HZ

.20

Ver Acero de Refuerzo en Planta

.20

.20

Ø1/2" [email protected],[email protected], [email protected]/e

.10

NFP

1.75

NFZ

.25

PROPIETARIO:

SR. ARTURO WONG JO

.15

.30

.25

.40 .25

.30

NFFZ

Falsa Zapata o Solado 5cm

EDIFICIO DE OFICINAS 7 PISOS Y 3 SOTANOS

PROYECTO:

Solado e=0.05

ESCALA:

INDICADA

DIRECCION:



Ø3/8" [email protected],[email protected]


DETALLE DE ZAPATA

NRO. PLANO

Av. General Cesar Canevaro Nº 1332

Ver Planta PLANO:

ESPECIALIDAD:

CIMENTACIONES PROFESIONAL

ESTRUCTURAS

ING. SEBASTIAN JAIME ROMANI LOAYZA

COLABORACION:

D:\TRABAJO\JUST_IN_TIME_SAC\PROYECTO EDIFICIO LINCE 7 PISOS Y 2 ZOTANOS\ESTRUCTURAS CANEVARO DICIEMBRE (AUTOCAD 2010).dwg, 18/01/2017 01:23:42 a.m., DWG To PDF.pc3

01/10

EDUARDO PUMA A.

FECHA:

CIP: 64428 ARCHIVO CAD:

SET 2015

E-01

PL-05

PL-03 Ø3/8"@0.20

.85

4 Ø3/8"@0.20 Ø3/8"@0.20

.36

.36

.50

.35

.30

.40

5 Ø3/8"@0.20 + 1Ø3/8"@0.20

.85

.80

.30

.40

.40

1.00

1.75

PL-05 1.95

PL-02

.75

.30

.80

2 Ø3/8"@0.25

.30 .24

.06

.30

PL-01

3 Ø3/8"@0.20

.80 .40

.40

Ø3/8"@0.20

Ø3/8"@0.20

Ø3/8"@0.20

1.75

Ø3/8"@0.20

.80

.80

.80

.56

.80

.18

.12

.30

.36

.40

PL-05

.80

.80

PL-03

Ø3/8"@0.20 .20

.40

Ø3/8"@0.20

Ø3/8"@0.20 Ø3/8"@0.20

.50

.25

PL-06

Ø3/8"@0.20 .40

Ø3/8"@0.20 .80

1.00

.80

.40

PL-01 .80

.26

Ø3/8"@0.20

1.00

.26

.80

Ø3/8"@0.25

Ø3/8"@0.25

Ø3/8"@0.20

.26

.40

Ø3/8"@0.20

PL-06

.31

Ø3/8"@0.20

.31

PL-02

1.95

.40

.25

.80

.36

.40

.56

.26

.80

PL-06

Ø3/8"@0.20

Ø3/8"@0.20

Ø3/8"@0.20

.20

.50

.25

.20

.40

.25

.25

PL-03

Ø3/8"@0.20

1.00

.20

.80

.80

3.65

.25

Ø3/8"@0.15

.15

.25

.15

Ø3/8"@0.15

.60

1.95

.25 1.99

PL-02

Ø3/8"@0.25

PL-07 .20

PL-01 Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.20

SR. ARTURO WONG JO

.20

.80 .34

.30

.50

.80

PROPIETARIO:

.80

.50

.40

Ø3/8"@0.20


PROYECTO:

.30

2.05

ESCALA:

1:25

DIRECCION:

Ø3/8"@0.15

PL-04

Ø3/8"@0.15

NRO. PLANO


02/10

PLANO:

ESPECIALIDAD:

DETALLE DE PLACAS EN PLANTA PROFESIONAL


COLABORACION:


EDUARDO PUMA A.

FECHA:

ESTRUCTURAS CIP: 64428 ARCHIVO CAD:

SET 2015

E-02

.20

2 Ø1/2"

.70

2 Ø1/2"

.30

2do NIVEL .30

.20

.20

1er NIVEL

.20

6.25

.60

2 Ø1/2"

.06

2 Ø1/2"

.15

.20

.24

.70

.70

.50

.70

1er NIVEL

.26

2.10

2.40

1er SOTANO

CORTE A - A

2.65

1er NIVEL

1.24

.06

1er NIVEL

8.50

1.83

.15

.15

.20

.15

.06

.05

.26

.20

.25

.60

1er SOTANO

1.20

.25

ASCENSOR

1er SOTANO

1er SOTANO

1.15

1.20

.35

2do SOTANO

.65

.60

.60

2.65

2.65

2.65

.30

.60

.20

.15

.15

F5-F5

.20

1.00

2do SOTANO .30

2.55

.25 3.25

.25 .25

2do SOTANO

.40

2do SOTANO

1.20

DETALLE 1 SSL PIT

.90

.30

3er SOTANO SSL PIT

F6-F6 .60

var


ver planta

PROYECTO:

.60 1.20

PROPIETARIO:

SR. ARTURO WONG JO

.60

.30

.20

.60

.20

1.20

F7-F7

ESCALA:

INDICADA

DIRECCION:

NRO. PLANO


03/10

PLANO:

F1-F1

ESPECIALIDAD:

CORTES PLACAS, CISTERNA Y DETALLE 1

F2-F2

PROFESIONAL

1.00

F3-F3

ver planta

F4-F4



COLABORACION:

EDUARDO PUMA A.

FECHA:


SET 2015

E-03

4.10

2.85

5.00

6.35

.73

4.25

.73

4.25

3.45

3.53

1.82

.60

3.61

2.00

3.61

1.13

3.10 .60

.40

1.00

2.74

2.82

.60

.60

1.13

1.27

2.00

.87 4.10

2.85

5.00

6.35

ENCOFRADO TECHO 3er SOTANO (CISTERNAS)


LOSA MACIZA H=0.20 (S/C = 250 kg/m2) ESCALA: 1/50

L/3

Le

a

a

r

Le

2H/3

H

L/3

a

L/4

H

L/4

L/4

VIGA

L/3


DETALLE DE GANCHO ESTANDAR


H/6

VIGA

L

L

ldh

L/4

H/6

bxt

bxt

EMPALME DE REFUERZO VERTICAL DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y PLACAS EN COLUMNAS Y VIGAS

EMPALME DE ARMADURA DE VIGAS

PROPIETARIO:

SR. ARTURO WONG JO EDIFICIO DE OFICINAS 7 PISOS Y 3 SOTANOS

PROYECTO:

ESCALA:

1:50

DIRECCION:

NRO. PLANO


04/10

PLANO:

ESPECIALIDAD:

ENCOFRADO TECHO CISTERNA PROFESIONAL


COLABORACION:

EDUARDO PUMA A.


FECHA:


SET 2015

E-04

1.13

2.00

4.10

2.85

5.00

6.35

.73

4.25

6.35

.73

4.25

6.35

.73

4.25

1.35

1.50

6.10

3.61 1.21

1.20

1.20

1.20

3.61

ELEVADOR VEHICULOS

.90

3.45

1.43

ASCENSOR

.97

.90 .90

.90

.90

.90

1.10

.40

3.45

.52

.52

1.20

.90

.80

.67

2.82 1.05

2.82

ESCALERA

1.13

2.00

4.10

2.85

5.00

ENCOFRADO TECHO 2do SOTANO LOSA MACIZA H=0.15 (S/C = 250 kg/m2) ESCALA: 1/50

2.00

4.10

2.85

5.00

1.35

.30

1.13

3.61 .90

1.21

1.20

1.20 1.20

.90

1.20

3.61

ELEVADOR VEHICULOS

.90 .90

3.45 1.10 .90

Ø1/2"@0.30 (inf)

.70

.90

Ø3/8"@0.30 (sup)

3.45

ASCENSOR

.97

.90

2Ø1/2"

2Ø1/2" inf. 2.82

.70

2.82

2Ø1/2" inf.

2Ø1/2" inf.

ESCALERA

.70

PROPIETARIO:

.26

1.05

SR. ARTURO WONG JO

.40


PROYECTO:

.85

ESCALA:

1:50

DIRECCION:

NRO. PLANO

Av. General Cesar Canevaro Nº 1332 1.13

2.00

4.10

2.85

5.00

6.35

.73

05/10

4.25 PLANO:

ESPECIALIDAD:

ENCOFRADO TECHO SEGUNDO SOTANO

ENCOFRADO TECHO 1er SOTANO LOSA ARMADA H=0.15 (S/C = 250 kg/m2) ESCALA: 1/50


PROFESIONAL


COLABORACION:

EDUARDO PUMA A.

FECHA:


SET 2015

E-05

2.00

4.10

2.85

5.00

6.35

4.25

.80

.65

0.20

.65

0.15 0.05

3.61

.80 1.20

.30

.80

.80 1.20

.80

.80

.73

3.61

1.20

.24

1.13

0.10 0.30 0.10 0.30 0.10 0.30 0.10 0.30 0.10

.90

1.20

ASCENSOR

0.40

0.40

0.40

DETALLE DE ALIGERADO

.90

Ø1/2"@0.30 (inf)

Ø3/8"@0.30 (sup) .70

.70

.90

3.45

Esc : 1:20

3.45

.90

0.40

1.00

2.82 .70

.70

2.82

.70

2Ø1/2" inf.

2Ø1/2" inf.

ESCALERA

2Ø1/2"

.70

1.00

2Ø1/2"

1.03

1.13

2.00

4.10

2.85

.65

1.10

.45

.41

1.95

5.00

.33

6.35

.73

4.25

6.35

.73

4.25

ENCOFRADO TECHO 1er PISO LOSA ALIGERADA H=0.20 (S/C = 250 kg/m2) ESCALA: 1/50

1.13

2.00

4.10

2.85

5.00

.90

.80

1.20

3.61

1.40

.80

.80

.80 1.20 1.20

.90

Ø1/2"@0.30 (inf)

Ø3/8"@0.30 (sup)

1.00

2.82

2Ø5/8" inf. .40

.63

f.

0

2Ø5/8" inf.

.4

in

.63

8"

2Ø5/8" inf.

ESCALERA

2.82

2Ø5/8" inf.

5/ 2Ø

1.00

.30

.70

.90

3.45

ASCENSOR

3.45

.90

1.20

3.61

.80

1.80

.40

0 .4 .70

.70

PROPIETARIO:


PROYECTO:

ESCALA:

1:50

DIRECCION:

1.13

2.00

4.10

2.85

5.00

6.35

.73

NRO. PLANO


4.25

06/10

PLANO:

ESPECIALIDAD:

ENCOFRADO TECHO PRIMER SOTANO

ENCOFRADO TECHO 2do PISO LOSA ALIGERADA H=0.20 (S/C = 250 kg/m2) ESCALA: 1/50


PROFESIONAL


COLABORACION:

EDUARDO PUMA A.

FECHA:


SET 2015

E-06

.73

0.20

0.15 0.05

3.61

.80

6.35

1.20

5.00

.80

.80 1.20

2.85

.80

.80

4.10

1.20

2.00

3.61

1.13

0.10 0.30 0.10 0.30 0.10 0.30 0.10 0.30 0.10

.90

1.20

0.40

0.40

0.40

DETALLE DE ALIGERADO

ASCENSOR

.90

Ø1/2"@0.30 (inf)

Ø3/8"@0.30 (sup) .70

.70

.90

3.45

Esc : 1:20

3.45

.90

0.40

1.00

2.82

2Ø1/2" inf. .70

1.13

.70

.70

.70

2.82

ESCALERA

2Ø1/2" inf.

2Ø1/2" inf.

1.00

2Ø1/2" inf.

2.00

4.10

2.85

5.00

6.35

.73

6.35

.73

ENCOFRADO TECHO PISO TIPICO LOSA ALIGERADA H=0.20 (S/C = 250 kg/m2) ESCALA: 1/50

5.00

.80

1.20

.90

.77

.90

Ø1/2"@0.30 (inf)

Ø3/8"@0.30 (sup)

.70

.90

3.45

ASCENSOR

3.45

.90

1.20

3.61

.80

.80 1.20

2.85

.80

.80

4.10

1.20

2.00

3.61

1.13

1.00

2.82

2Ø1/2" inf.

PROPIETARIO:

.70

.70

2.82

2Ø1/2" inf.

ESCALERA

2Ø1/2" inf.

1.00

2Ø1/2" inf.


PROYECTO:

1.13

2.00

4.10

2.85

5.00

6.35

.73

ESCALA:

1:50

DIRECCION:

NRO. PLANO


07/10

PLANO:

ENCOFRADO TECHO 7mo PISO LOSA ALIGERADA H=0.20 (S/C = 250 kg/m2 y S/C = 100 kg/m2)

ESCALA: 1/50


ESPECIALIDAD:

ENCOFRADO TECHO PRIMER PISO PROFESIONAL


COLABORACION:

EDUARDO PUMA A.

FECHA:


SET 2015

E-07

.15

.50

Ø1/2"@0.30 (inf)

Ø3/8"@0.30 (sup)

.15

TERCER TRAMO TIPICO

.20

.50 .70

.70

2Ø1/2" inf.

2Ø1/2" inf.

2Ø1/2" inf.

ESCALERA

4.10

2.85

.20

.70

.70

2Ø1/2" inf.

.50

5.00

ENCOFRADO TECHO AZOTEA .15

LOSA ALIGERADA H=0.20 (S/C = 100 kg/m2) ESCALA: 1/50

SEGUNDO TRAMO (TIPICO)

.15

CUADRO GENERAL DE VIGAS CORRIDAS

2 Ø5/8"

.50

2 Ø1/2" 2 Ø5/8"

2 Ø5/8" 3 Ø5/8"

.20

.20

.20

.20

2 Ø5/8"

2 Ø1/2" 2 Ø5/8"

.20

.15 .25

.25 Ø1/4" 1@ 0.05,[email protected],[email protected] c/e

Ø1/4" 1@ 0.05,[email protected],[email protected] c/e


.15


1 Ø1/2" 2 Ø1/2"

.20

.20

1ER TRAMO SOTANO

.20

.20

3 Ø5/8"

2 Ø5/8"

1 Ø1/2" 2 Ø1/2"

3 Ø5/8"

3 Ø5/8"

.10 .25

.40

.25

Ø1/4" @ 0.20 Ø1/4" 1@ 0.05,[email protected], [email protected] c/e

Ø3/8" 1@ 0.05,[email protected], rto @0.20

Ø1/4" 1@ 0.05,[email protected] c/e

2 Ø3/8"

.15

.15

.25 2 Ø3/8"

DETALLE ESCALERA CORTE DE TRAMOS

V-SOL1 (15x15) Ø1/4" 1@ 0.05,[email protected],[email protected] c/e

VIGA PRINCIPAL

VIGA PRINCIPAL

VIGUETA DE CONFINAMIENTO V-SOL 1

Ø1/4" [email protected],[email protected]

.10

.10

PROPIETARIO:

SR. ARTURO WONG JO

.20

.20

.15

.15 VIGUETA DE CONFINAMIENTO COLUMNETA

.20

2 Ø 1/4"

COLUMNETA

ver arquitectura

.15

Ca

2 Ø 1/4" est. Alambre #8 1 a 0.05 rto. @ 0.20

.10

COLUMNETA Ca

COLUMNETA Ca

.15

ESCALA: 1/25

.15

.15

.15

.15 .15

.15


PROYECTO:

ESC. 1/25

ESCALA:

1:50

DIRECCION:

NRO. PLANO

.10

.15

Av. General Cesar Canevaro Nº 1332 .10

2 Ø 1/4" est. Alambre #8 1 a 0.05 rto. @ 0.20

PLANO:

ESPECIALIDAD:

ENCOFRADO TECHO AZOTEA - ESCALERAS PROFESIONAL


COLABORACION:

EDUARDO PUMA A.


08/10

FECHA:


SET 2015

E-08

.74

3 Ø5/8"

.44 2 Ø5/8"

5 Ø5/8"

3 Ø5/8"

D

A

A

D

2 Ø5/8"

.55

.55

.20

A

1.30

2 Ø5/8"

1.40

3 Ø5/8"

.80

5 Ø5/8"

3 Ø5/8"

A

.25

.25

.70

A-A


D-D

Esc: 1:25 .80

6.00

Esc: 1:25

.50

2 Ø5/8"

1.50

1.20

.80

A

C

A

3 Ø5/8"

1.20

2 Ø5/8"

3 Ø5/8"

D

A

2 Ø5/8"

3 Ø5/8"

A

5 Ø5/8" 2 Ø5/8"

C

.55

.55

.20

C

1.50

2 Ø5/8"

D

2 Ø5/8"

3 Ø5/8"

A

A

2 Ø5/8"

C

3 Ø5/8"

3 Ø5/8"

.90

.25

.90




4.20

.80

2 Ø5/8"

6.00

C-C

1.50

1.20

A-A

A

C

A

1.50

2 Ø5/8" 3 Ø5/8"

4.50

1.20

D

A

D

A

2 Ø5/8"

3 Ø5/8"

A

Esc: 1:25

.25

2 Ø5/8"

3 Ø5/8"

D-D

Esc: 1:25

5 Ø5/8" 2 Ø5/8"

C

2 Ø5/8"

3 Ø5/8"

A

2 Ø5/8"

C

3 Ø5/8"

3 Ø5/8"

.90

A-A

Esc: 1:25 3.65

.80

.50

4.50

.24

B

B

B

B

B

5 Ø5/8"

3 Ø5/8"

.55

.55

.55

3 Ø5/8"

3 Ø5/8"

.30

3 Ø5/8"



3.18

.40

.30

A-A

Ø3/8" 1@ 0.05,[email protected],[email protected] c/e .40

1.20

3 Ø5/8"

.25

C

A

A

C

A

A

2.25

B-B Esc: 1:25

.30

1.20

2 Ø5/8"

1.50 3 Ø5/8"


.44

5 Ø5/8"

3 Ø5/8"

D

2 Ø5/8"

2 Ø5/8"

A

A

D

2 Ø5/8"

3 Ø5/8"

.55

.55

.20

A

3.05

2 Ø5/8"

1.20

3 Ø5/8"

3 Ø5/8" Esc: 1:25

.30

.25

3 Ø5/8"

.20

B

3 Ø5/8"

Esc: 1:25

3 Ø5/8"

3 Ø5/8"

3 Ø5/8"

.24

6.00

D-D

Esc: 1:25

.20

.80

.25

.25

C-C



5 Ø5/8"

3 Ø5/8"

.25

.90


.55

.55

.55

.20

C

.50

.25

.25

Esc: 1:25 .80

5 Ø5/8"

3 Ø5/8"

3 Ø5/8"

A 3 Ø5/8"

.90

.25

.90

4.20

3 Ø5/8"

C

A

A

C

A

A

2 Ø5/8"

1.50 3 Ø5/8"

Esc: 1:25

.50

1.20

.44

5 Ø5/8"

3 Ø5/8"

D

D-D

Esc: 1:25

2 Ø5/8"

2 Ø5/8"

A

A 3 Ø5/8"

2 Ø5/8"

D

3 Ø5/8"

A 3 Ø5/8"

1.00

1.00 Ø3/8" 1@ 0.05,[email protected],[email protected] c/e


.55

.55

.20

A

6.00

1.20

2 Ø5/8"

1.20

.80

.25

C-C

Esc: 1:25 .80

5 Ø5/8"

.25

A-A



3 Ø5/8"

3.65

.80

6.00

5 Ø5/8"

.25

.25

.25

A-A

C-C

D-D

Esc: 1:25 .80

3 Ø5/8"

Esc: 1:25

PROPIETARIO:

SR. ARTURO WONG JO

Esc: 1:25

.50


PROYECTO:

ESCALA:

1:25

DIRECCION:

NRO. PLANO


9/10

PLANO:

ESPECIALIDAD:

DETALLE DE VIGAS CON CORTE DE REFUERZOS PROFESIONAL


COLABORACION:


EDUARDO PUMA A.

FECHA:

ESTRUCTURAS


SET 2015

E-9

.74

.44

5 Ø5/8"

2 Ø5/8"

2 Ø5/8"

B

3 Ø5/8"

A

.55

A

1.30

3 Ø5/8"

1.30

B

3 Ø5/8"

A 3 Ø5/8"

3 Ø5/8"

.25

.25

A-A


B-B

Esc: 1:25 .80

6.00

Esc: 1:25

.50

1.00

3 Ø5/8"

.24 2 Ø5/8"

1.00

1 Ø5/8"

1 Ø5/8"

B

3 Ø5/8"

C

2 Ø5/8"

1.00

.50

2 Ø5/8"

B

5 Ø5/8"

3 Ø5/8"

E

B

.55 .55

.55

.55

.20

A

.74

.20

3 Ø5/8" .45

1.20

B A

3 Ø5/8"

B

C

3 Ø5/8"

B

3 Ø5/8"



3 Ø5/8"

.25

.25

B-B

C-C

Esc: 1:25 .80

4.75

.80

1.20

.25

E-E

B-B

Esc: 1:25 .30

Esc: 1:25

3.18

.75

2 Ø5/8"

3 Ø5/8"

A

D

.20

B

B

B

.70

3 Ø5/8"

3 Ø5/8"

1 Ø5/8"

C

A

C

A

D

2 Ø5/8"

3 Ø5/8"

A 3 Ø5/8"

.90

5 Ø5/8"

.25

.25

A-A

D-D

.90 Ø3/8" 1@ 0.05,[email protected],[email protected] c/e

Esc: 1:25

.75

.25

.50

5.05

2 Ø5/8"

Esc: 1:25

.64

.25

B-B


A-A

Esc: 1:25

Esc: 1:25

.80

3 Ø5/8"

3 Ø5/8"

3Ø5/8"

.60

.25

C-C

Esc: 1:25 5.05

3 Ø5/8"

6 Ø3/4"

F

H

H

H

H

H

H

F

6 Ø3/4"

F

6 Ø3/4"

6 Ø3/4"


.55

.70

.70

.70

.20

F

3 Ø5/8"

.25


.50

6 Ø3/4"

3 Ø5/8"

3 Ø5/8"

.80

6 Ø3/4"

5 Ø5/8"

.55

.55

A

2 Ø5/8"

.20

B

1.20

2 Ø5/8"

1.20

.55

.55

.20

A

.25

1.00


Esc: 1:25

5 Ø5/8"

3 Ø5/8"

3 Ø5/8"

3 Ø5/8"

.80

2 Ø5/8"

1.20

3 Ø5/8"

5 Ø5/8"

E

2 Ø5/8"

.55

A

3Ø5/8"

.40


F-F


3Ø5/8"

.30

3Ø5/8"


3.13

.30

Ø3/8" 1@ 0.05,[email protected],[email protected]

3.15

.30

2.45

.25

Esc: 1:25 2.53

.70

2.55

.70

3 Ø5/8"

.55

.20

.70

Anclar con Gancho Estandar 3 Ø5/8"

3 Ø5/8"

G

2 Ø5/8"

G

H

.55

.55

.55

.20

2 Ø5/8"

H

.30

3 Ø5/8"

3 Ø5/8"

2 Ø5/8"

2 Ø5/8"

.25

H

G

2 Ø5/8" 3 Ø5/8"

G

1.00

H

2 Ø5/8"

2 Ø5/8"

3 Ø5/8"

1.00


G

G

1.00

5 Ø5/8"

H

2 Ø5/8"

Ø3/8" 1@ 0.05,[email protected],[email protected] c/e .30

.70

.40

3.05


3 Ø5/8"


3.18


.30

G-G


H-H

Esc: 1:25 .30

.20

.25

3 Ø5/8"

H-H Esc: 1:25

.55

2 Ø5/8"

5 Ø5/8"

.20

G

.24

3 Ø5/8"

2 Ø5/8"

.55

G

.70

.20

H

1.00

.20

1.00

.55

1.00 2 Ø5/8"

.20

3 Ø5/8"

.24

3 Ø5/8"

3 Ø5/8"

.40

2.25

Esc: 1:25

.30

3 Ø3/4" 2 Ø5/8"

2 Ø1/2"

.44

4 Ø5/8"

.20

.40 .55

.55

.55

B

.40 Esc: 1:25

Esc: 1:25 Ø3/8" 1@ 0.05,[email protected], [email protected] c/e


Ø3/8" 1@ 0.05,[email protected] [email protected] c/e Ø1/4" 1@ 0.05,[email protected], [email protected] /e

3 Ø5/8"

.25

PROPIETARIO:

SR. ARTURO WONG JO

B-B


Ø3/8" 1@ 0.05,[email protected],[email protected] c/e 1.40

.15

3 Ø5/8"

3 Ø5/8"

.50

.20

.45

Ø3/8" 1@ 0.05,[email protected] [email protected] c/e

B

.20 .40

.20

3 Ø5/8"

B

3 Ø5/8"

2 Ø1/2"

3 Ø5/8"

3 Ø5/8"

B

.40 2 Ø5/8"

.19

3 Ø5/8"

.55

.55

.20

.20

4 Ø5/8"

.40

3 Ø5/8"

Esc: 1:25 .25

2.45

.25


PROYECTO:

ESCALA:

1:25

DIRECCION:

NRO. PLANO


10/10

PLANO:

ESPECIALIDAD:

DETALLE DE VIGAS CON CORTE DE REFUERZOS PROFESIONAL


COLABORACION:


EDUARDO PUMA A.

FECHA:

ESTRUCTURAS


SET 2015

E-10

1.50

1.50

1.50

9.00

1.50

1.50

1.50

.60 .30.30.30.30.30

DETALLE CALZADURA 1

PLANTA DE UBICACION DE CALZADURAS

1.00

1.00

1.00

1.00

1.00

PROPIETARIO:


PROYECTO:

ESCALA:

INDICADA

DIRECCION:

NRO. PLANO


01/01

PLANO:

ESPECIALIDAD:

UBICACION Y DETALLE DE CALZADURAS PROFESIONAL


COLABORACION:

EDUARDO PUMA A.


FECHA:


SET 2015

PC

PLANOS ESTRUCTURAS PROYECTO EDIFICIO 7 PISOS 3 SOTANOS LINCE

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