Stela City : Conjunto de Usos Mixtos

Stela City

Stela City

• •

• •

• • • •

9518 m2

•

Vistas

• •

•

Ă rea

Densidad viv/ha

COS

CUS

CAV

%/n

150

.75

10

.15

7,139 m2 6,800 m2

95,180 m2 60,900 m2

1428 m2 1875 m2

9518 m2

•

Tipologia de Planta 7 WWW.BETAHECA.COM

Escaleras y elevadores

Jose O. Gonzalez A0036670

Carolina Rdz A00810722

Hector Ni単o A00810504

Bethuel Serbulo A00

Tipologia de planta 6

Escaleras y Elevadores

Tipologia de planta 5

No.

Description

Date

Tipoogia de planta 4

Tipologia de planta 3

Tipologia de planta 2

Nuevo Sur Stela Tower

Tipologia de planta 1 Area Comercial

50000 m2

0

2

4

6

8m 1: 200

6 Niveles de estacionamiento

DESPIECE 0001

Project number

Issue Date Author

Drawn by

Checker

Checked by

1

A101

Despiece Stela Scale

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26/09/2014 08:53:44 p.m.

Date

•

•

•

•

•

0

2

4

6

8m 1:200

SALA

SO CE AC

A 2 AMAR REC

R OMEDO COCINA/C

R EDO OM A/C CIN CO

2 RECAMARA

2

4

6

8m 1:200

RECAMARA 3 SALA

0

0

2

4

6

8m 1:200

0

2

4

6

8m 1:200

0

2

4

6

8m 1:200

0

2

4

6

8m 1:250

0

2

4

6

8m 1:200

0

2

4

6

8m 1:250

0

2

4

6

8m 1:250

0

2

4

6

8m 1:250

0

2

4

6

8m 1:250

0

2

4

6

8m 1:200

2 600 CFM

2

2

600 CFM

600 CFM

2 600 CFM 2 600 CFM

2

2

600 CFM

600 CFM

2 2

600 CFM

600 CFM 2 2

600 CFM

600 CFM

2 600 CFM

2

2

600 CFM

600 CFM

2 600 CFM 2 600 CFM 2 600 CFM

2 600 CFM 2 600 CFM 2 600 CFM 2 600 CFM

Ductos 51" Equipo Aire acondicionado

0

neopreno

2

4

6

8m 1:250

1 400 CFM

1 400 CFM

1 400 CFM 1 400 CFM

1 400 CFM

1 400 CFM

D1 400 CFM

D1

D1

400 CFM

400 CFM

D1 400 CFM D1 400 CFM D1 333 CFM

D1 400 CFM D1 333 CFM

D1 333 CFM

D1 400 CFM D1 D1

333 CFM

400 CFM

D1 333 CFM

D1 600 CFM

D1 600 CFM

D1 400 CFM D1 D1

400 CFM

400 CFM

D1 400 CFM

D1 400 CFM

D1 600 CFM

D1 600 CFM

D1 400 CFM

D1 600 CFM D1 600 CFM D1 400 CFM

D1 400 CFM

D1 D1 1

400 CFM

400 CFM

1

400 CFM

400 CFM

1 D1

400 CFM

600 CFM

1 400 CFM 1 400 CFM

D1

D1

400 CFM

600 CFM

1 400 CFM

D1 400 CFM 1 400 CFM

D1 600 CFM

D1 400 CFM

D1 600 CFM

D1 400 CFM

0

2

4

6

8m 1:250

0

2

4

6

8m 1:200

18

19 1.10 m

1

Electrico Restaurante

11.23°

17

20

8.75 m

1 : 50

11.2 7°

2.8 m

J

2.8 m 16

18 W

2.8 m

J

18 W I

H

20

48 W

20

48 W

2.8 m

H

2.8 m

H

21

K

15

18 W

16

18 W

16

18 W

16

18 W

16

18 W

16

18 W

16

18 W

2.8 m

M

2.8 m

J

2.8 m

J

2.8 m

J

2.8 m

J

2.8 m

J

2.8 m

J

15

18 W

2.8 m

I

15

18 W

2.8 m

I

20

48 W

2.8 m

H 19

7W

2.5 m

16

18 W

16

18 W

16

18 W

16

18 W

16

18 W

18 W

J

2.8 m

J

2.8 m

J

2.8 m

J

2.8 m

J J 16 A 17 C 18

3

16

18 W

2.8 m

J

M 15

16

18 W

2.8 m

J

16

18 W

2.8 m

J

B

2.5 m

7W

2.5 m

A

2.88

7W

2.65

26

2.5 m

7W

2.5 m

A

26

2.11

2.5 m

A

2.14

9 2.1

Cambio de nivel

7W

7W A

INTERRUPTOR GENERAL

26 2.5 m

2.5 m

A

2.11

IG

5 2.0

MEDIDOR

7W

26 2.5 m

A 7W A

26

7W

2.5 m

A

2.48

SALIDA DE TV

APAGADOR VAIVEN

7W

26

7W

2.5 m

A

26

7W

2.5 m

A

18

7W

2.5 m

C

C

7W A

C

18

7W

2.5 m

C

2.70

1 2.8

7W

2.5 m

A

D

D

19

7W

2.5 m

D

19

7W

2.5 m

D

19

7W

D

2.5 m

D

2.80

19

7W

2.5 m

D

19

7W

2.5 m

D

ALTURAS DE MONTAJE - ALTURA DE MONTAJE DE CONTACTOS HC=0.40M - ALTURA DE MONTAJE DE CONTACTOS DE BAÑOS Y COCINA HC=1.10M - ALTURA DE MONTAJE DE SALIDA DE INTERNET HI=.40M - ALTURA DE MONTAJE DE SAILDA DE TELEVISION HTV=2.00M - ALTURA DE MONTAJE DE CENTRO DE CARGA HCC= 1.20M - ACOTACIONES A CENTRO DE CONTRACTOS Y A EJE DE MURO A MENOS QUE ESPEFICQUE LO CONTRARIO -TODOS LOS APAGADORES ESTAN A 1.20 CON REFERENCIA A NPT A MENOS QUE SE ESPECIFIQUE LO CONTRARIO

7W

NOTA: TODAS LAS ALTURAS ESTAN REFERENCIADAS A N.P.T VER PLANO DE AIRE ACONDICIONADO PARA VER ESPECIFICACINES DE REQUERIMIENTOS ELECTRICOS

2.96

2.78

19

7W

2.5 m

D

18

7W

2.5 m

C

18

7W

2.5 m

C

18

7W

2.5 m

C

18

7W

2.5 m

C

1.98 18

7W

2.5 m

C

18

7W

2.5 m

C

19

7W

2.5 m

D

2.48

19

7W

2.5 m

D

2.59

19

7W

2.5 m

D

NOTAS -TODO LOS CONTACTOS Y O INTERRUPTORES ESTAN REFERENCIADO A PAÑO A MENOS QUE SE INDIQUE LO CONTRARIO. -ACOTACIONES A CENTRO DE LUMINARIAS Y PAÑOS INTERIORES - DUCTOS DE CIRCUITOS = 3/4"

19

7W

2.5 m

D

CITELIS Stela City 19

7W

2.5 m

D

50000 m2 Ubicación: Monterrey, Nuevo León Av. Covarrubias, esquina con Revolución

3.02

18

7W

2.5 m

C

2.31 18

7W

2.5 m

C

19

7W

2.5 m

D

1:50 0

3.14

7W

18

7W

2.5 m

A

2.5 m

C

19

7W

2.5 m

D

4

10 m

Electrico Restaurante 0001

Numero de projecto

4 2.8 11.23°

1.10

-

Fecha

0 2.8

8 2.417

19

C

Author

Autor

11.2 7°

3° 11.2

16

7W

26

11.27°

PENDANT LIGHT LUMINARIA SUSPENDIDA VOLTAJE = 44W

7W

2.97

7W

2.14

4 2.8

1 2.1 26 2.5 m

19 2.5 m

2.86

26

19 2.5 m

0.59

2.82

A

SPOT DIRIGIBLE CEELING LIGHT FLAT ROUND VOLTAJE = 26W

SALIDA DE TECHO INCANDESCENTE TROFFER LIGHT 2X4' VOLTAJE = 120W

C

2.5 m

0 2.3

APAGADOR

ILUMINACIÓN

2.5 m

7W

2.5 m

2.11

2 2.1

8 2.4

CONTACTO DUPLEX EN MURO

SALIDA DE INTERNET

A

7W

2.89

2.03

26 2.5 m

SALIDA TELEFONO

I

7W

18

18

18

CENTRO DE CARGA

TV

26 2.5 m

2.13

2.52

SIMBOLOGÍA M

7W

2.03

26 2.5 m

26

7W

2.82

2.52 26

7W

2.70

2.85

Simbologia Nivel

ACOMETIDA CFE

A

A

2.87

D

C

7W A

18 2.5 m

7W

C

7W

2.02

2.5 m

2.5 m

19 2.5 m

7W

2.5 m

2.52

18 2.5 m

18

2.85

2.89

7W

1.37 2.69

Nivel superior de Losa

Cambio de acabado en piso

1.99

2.82

C

1.94

18 W

26

26

NSL

2.86

1.97

15 2.8 m 26

Nivel superior de firme

A

Bethuel Serbulo A00808771

ESPECIFICACIONES

1.19

2.8 m

3.15

1.95

NSF

A

7W

1.95

Nivel superior de Losa azotea

2.5 m

26 2.5 m

2.02

NSLA

7W

Hector Niño A00810504

Nota: Revisar los diagramas filiares de los departamentos A y B en eplano H125

2.5 m

B

1.95

Nivel de piso terminado

26

2.12

Nomenclatura NPT

J

2.8 m

C

1.97

2.8 m

18 W

D

7W

2.5 m 16 2.8 m

2.5 m

1.17

7W

2.5 m

18 W

H

7W

D 19

18

B 15

15

2.8 m

19

H 20

18

48 W

18 W

1.63

2.8 m

18 W

1.94

J

20 2.8 m

19

2.05

16

18 W 2.8 m

Carolina Rdz A00810722

1.96

M

J

1.96

18 W

18 W

D

1.96

15 2.8 m

16 2.8 m

1.95

M

2.5 m

1.96

2.8 m

D

7W

1.96

18 W

19

1.77

15

Jose O. Gonzalez A0036670

48 W

1.94

18 W

15 2.8 m

48 W

1.95

15 16

WWW.BETAHECA.COM 20 2.8 m

1.96

J

L

0.11

2.8 m

2.8 m

2.01

18 W

48 W

1.84

16

15

0.06

8.6

1m

Checker

Revisado 18

19

20

H127

21

0 2.3

SPOT LIGHT EXTERIOR VOLTAJE: 26W SALIDA DEL LUZ A 0.00 CON REFERENCIA A NPT

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Escala

1:50

y/o especificada

18

19 1.10 m

475 W 24

17

11.23°

475 W 24

8.75 m

20

475 W 24 475 W 24

475 W 24

50500 W 21

8.61

11.2 7°

475 W 24

80 W 25

WWW.BETAHECA.COM

80 W 25

m 80 W 25

12254 W 22

21

80 W 25

2.95

80 W 25 80 W 25

Carolina Rdz A00810722

Hector Niño A00810504

Bethuel Serbulo A00808771

80 W 25

3 0.7

ESPECIFICACIONES

80 W

1000 W 23

6 0.8

1000 W 23

360 W 14

360 W 14

360 W 14

360 W 14

80 W 25

360 W 14

1.84

6 0.6

80 W 25

1000 W 23

Jose O. Gonzalez A0036670

0 1.0

80 W 25

3200 W 12 80 W 25

1140 W 13

PR1 0.63

1.23

1.53

0.76

500 W 3

80 W 25

3.26

1.46

1.47

193 W 2

0.87

500 W 3

500 W 3 600 W 1 385 W 2

385 W 2

600 W 1

80 W 25

3

1.32 3600 W 8

0.86

385 W 2

0.93

0.80

1.37

0.89

1.52

0.80

3600 W 4 3700 W 6

3700 W 7

4000 W 9 3600 W 11

16

18 W

2.8 m

J

6.5 0

80 W 25

3200 W 10

Nomenclatura NPT

Nivel de piso terminado

NSLA

Nivel superior de Losa azotea

NSF

Nivel superior de firme

NSL

Nivel superior de Losa

Simbologia

CITELIS Stela City

80 W 25

80 W 25

80 W 25

50000 m2 Ubicación: Monterrey, Nuevo León Av. Covarrubias, esquina con Revolución

Nivel Cambio de acabado en piso Cambio de nivel

500 W 3

4.5 0

80 W 25 80 W 25

3 2.8

SIMBOLOGÍA MEDIDOR

IG

INTERRUPTOR GENERAL

2.43

ACOMETIDA CFE

M

80 W 25

CENTRO DE CARGA

1:50

80 W 25

0

SALIDA TELEFONO

4

10 m

80 W 25

CONTACTO DUPLEX EN MURO

3.2 5

SALIDA DE TV

8 2.9

TV

APAGADOR

Electrico Restaurante contactos

APAGADOR VAIVEN

I

80 W 25

ILUMINACIÓN 11.27°

SPOT DIRIGIBLE CEELING LIGHT FLAT ROUND VOLTAJE = 26W

-

Fecha

11.23°

1.10

Author

Autor

PENDANT LIGHT LUMINARIA SUSPENDIDA VOLTAJE = 44W

11.2 7°

3° 11.2

16

1

Checker

Revisado 17

SALIDA DE TECHO INCANDESCENTE TROFFER LIGHT 2X4' VOLTAJE = 120W SPOT LIGHT EXTERIOR VOLTAJE: 26W SALIDA DEL LUZ A 0.00 CON REFERENCIA A NPT

0001

Numero de projecto

500 W 3

SALIDA DE INTERNET

18

19

20

H128

Electrico Restaurante 21

1 : 50

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Escala

1:50

y/o especificada

CUADRO DE ELEMENTOS DE CIMENTACIÓN Referencias

Dimensiones (cm)

Peralte (cm)

Armado sup. X

Armado sup. Y

P1

335x335

100

23#8c/14

23#8c/14

P2

430x430

140

32#10c/13

32#10c/13

33#8c/12.5

33#8c/12.5

P3

630x630

220

81#9c/7.5

81#9c/7.5

47#10c/13

47#10c/13

P4 y P55

560x560

190

55#10c/10

55#10c/10

37#10c/15

37#10c/15

P5

710x710

250

101#9c/7

101#9c/7

63#10c/11

P6

770x770

275

120#9c/6.5

120#9c/6.5

76#10c/10

P7

525x525

180

46#10c/11

46#10c/11

#3@20

#5@15

63#10c/11 76#10c/10

P8

620x620

215

61#10c/10

61#10c/10

47#10c/13

47#10c/13

470x470

155

35#10c/13

35#10c/13

26#10c/18

26#10c/18

P12

580x580

200

57#10c/10

57#10c/10

41#10c/14

41#10c/14

P14

440x440

145

29#10c/15

29#10c/15

22#10c/20

22#10c/20

P15

330x330

100

15#10c/22

15#10c/22

P17

550x550

190

49#10c/11

49#10c/11

36#10c/15

36#10c/15

P18

435x435

140

30#10c/14

30#10c/14

P19

450x450

150

31#10c/14

31#10c/14

37#8c/12

37#8c/12

P20

570x570

195

56#10c/10

56#10c/10

40#10c/14

40#10c/14

P21 y P25

420x420

135

27#10c/15

27#10c/15

41#7c/10

P22

390x390

120

22#10c/17

22#10c/17

25#8c/15

25#8c/15

P24

400x400

125

39#8c/10

39#8c/10

35#7c/11

35#7c/11

P26

315x315

95

19#8c/16

19#8c/16

16#8c/19

16#8c/19

P27

305x305

90

16#8c/18

16#8c/18

15#8c/20

15#8c/20

P29

305x305

90

11#10c/28

11#10c/28

P30

320x320

90

21#8c/15

21#8c/15

P49

220x220

45

11#7c/20

11#7c/20

10#6c/22

10#6c/22

P50

200x200

40

9#6c/23

P51

190x190

40

7#6c/25

7#6c/25

7#6c/25

P52

240x240

50

17#6c/14

17#6c/14

12#6c/20

12#6c/20

P53

660x660

235

89#9c/7

89#9c/7

54#10c/12

54#10c/12

P54

555x555

190

54#10c/10

54#10c/10

P56

430x430

140

28#10c/15

28#10c/15

33#8c/12.5

33#8c/12.5

P57

480x480

160

36#10c/13

36#10c/13

26#10c/18

26#10c/18

P58

415x415

135

27#10c/15

27#10c/15

40#7c/10

40#7c/10

P59

455x455

150

34#10c/13

34#10c/13

37#8c/12

37#8c/12

P60

365x365

110

20#10c/18

20#10c/18

P61

320x320

95

14#10c/23

14#10c/23

16#8c/19

16#8c/19

1.- DIMENSIONES EN CENTIMETROS 2.- NIVELES EN METROS 3.- CONCRETO f'c=350 kg/cm2. 4.- ACERO DE REFUERZO f'y=4200 kg/cm2.

P62

315x315

90

20#8c/15

20#8c/15

15#8c/20

15#8c/20

5.- TODOS LOS RELLENOS DEBERAN SER

P63

320x320

90

13#10c/25

13#10c/25

16#8c/20

16#8c/20

P64

325x325

95

22#8c/14

22#8c/14

P65

295x295

85

11#10c/27

11#10c/27

P66

290x290

85

15#8c/19

15#8c/19

13#8c/21

13#8c/21

P67

315x315

90

11#10c/28

11#10c/28

15#8c/20

15#8c/20

P68

310x310

90

P38

( 120)

P36

( 120)

P53

Armado inf. Y

P11

#5@15

P64

( 120)

Armado inf. X

( 120)

P3

( 120)

P1

( 120)

P54

( 120)

P63

( 120)

P4

( 120)

P30

( 120)

9#6c/23

8#6c/25

41#7c/10

8#6c/25 7#6c/25

P37

( 120)

P35

( 120)

P55

P6

( 120)

( 120)

P65

P2

( 120)

( 120)

15#8c/20

15#8c/20

450x310

100

30#2c/10

44#2c/10

785x385

230

55#9c/6.5

62#10c/12.5

30#10c/12.5

62#10c/12.5

(P13-P32)

360x765

275

75#10c/10

57#9c/6

75#10c/10

35#10c/10

(P16-P31)

315x525

175

51#8c/10

27#10c/11

51#8c/10

30#8c/10

(P23-P39)

315x610

215

46#10c/13

39#9c/8

46#10c/13

23#10c/13

(P35-P37) y (P36-P38)

PREPARACION PARA ESCALERAS Y ELEVADOR CENTRAL

P5

P21

( 120)

P7

21#7c/14

( 120)

(P28-P40)

300x385

120

25#8c/15

29#8c/10

(P41-P42)

310x225

50

18#8c/12

11#8c/29

(P43-P44)

335x250

55

16#10c/15

14#8c/24

(P45-P46)

325x210

40

20#8c/10

13#6c/25

(P47-P48)

330x195

45

8#10c/22

15#6c/22

11#6c/20

15#6c/20

8#6c/25

13#6c/25

ZAPATA

0.12

( 120)

P8

P22

( 120)

P56

( 120)

COLUMNA

P66

( 120)

Y

( 120)

2388

( 120)

P42

P34

P33

P10

( 120)

1

DETALLE DE ZAPATA AISLADA

CORTE A121

10.- VERIFICAR DETALLES DE COLUMNAS EN PLANO H137

A.B.

ARMADO BASE

R.S.

REFUERZO SUPERIOR

R.I.

REFUERZO INFERIOR REPETIR ARMADO A LO LARGO DE FLECHA

ARMADO EN AMBOS SENTIDOS

PLANTILLA CONCRETO POBRE f'c=100kg/cm²

REFUERZO POR PUNZONAMIENTO N.F.E.

NIVEL FOSO ELEVADOR

N.P.T.

NIVEL PISO TERMINADO

P28

P23

( 120)

( 120)

( 120)

( 120)

P40

( 120)

P43

P41

P9

( 120)

( 120)

P39

P44

( 120)

( 120)

( 120)

( 120)

1

P51

P49

( 120)

PEDESTAL ZAPATA

SEGUN MECANICA DE SUELO

COLUMNA

P45

B) TRABES DE CIMENTACION 5 cms. C) PEDESTALES 5 cms. D) COLUMNAS 4 cms. 9.- TODAS LAS MEDIDAS, NIVELES Y COTAS DEBERAN SER CHECADAS CON LOS PLANOS ARQUITECTONICOS; LOS CUALES REGIRAN.

SIMBOLOGIA

X P46

( 120)

7.- VER ESPECIFICACIONES EN ACI-318-99 A) ZAPATA Y LOSA DE CIMENTACION 7 cms.

P29

( 120)

6.- CAPACIDAD DE TERRENO CONSIDERADA DE 8.00 Kg/cm2 A UNA PROFUNDIDAD DE SEGUN MECANICA DE SUELO

8.- RECUBRIMIENTO MINIMOS LIBRES:

(P9-P34),

( 120)

21#7c/14

COMPACTADOS DE ACUERDO A ESTUDIO DE MECANICA DE SUELO

(P10-P33)

M20: 200x45

M19: 150x35

NOTAS:

P.

COLUMNAS

P52

P50

( 120)

( 120)

P48

( 120)

P67

P57

( 120)

( 120)

P24

P12

( 120)

( 120)

P47

( 120)

PREPARACION PARA ESCALERAS Y ELEVADOR CENTRAL P11

P27

( 120)

( 120)

P20

M2: 170x35

( 120)

P25

( 120)

M16: 110x30

#5@15

P17

P58

( 120)

( 120)

P68

P14

( 120)

( 120)

P32

( 120)

120

P13

( 120)

0

2

4

6

8m 1:200

P19

60

( 120)

P26

120

( 120)

P59

( 120)

P62

( 120)

IRE#3@25 HORIZONTAL (A TODO LO LARGO) Y IRE#3@15 VERTICALMENTE (DISTANCIA INDICADA)

#5@13

P18

( 120)

P15

75

#5@13

30

#3@20

#4@15

100

60

( 120)

SOTANO 3

#5@15

40 25

105 130

PLANTILLA DE CONCRETO POBRE f'c=100kg/cm ²

Cimentacion Replanteo Concreto: f'c=350 Aceros en cimentación: fy = 4200 Escala: 1:200

P60

P31

( 120)

( 120)

P16

( 120)

P61

( 120)

-001 Est a c i on a m i en t o 1 Re pl an te o Co n cre to : f' c =300 Ac ero s e n l osa s: fy = 4200 E sc a l a : 1: 500

V-25

P36 P38

Marco 1

P64

100x80

80

80

80

80

3#4

80

( 120 )

8#5

6#5

80

Mar co 33 Mar co 32

Insuf.

80

( 120 )

1#3

80

( 120 )

100x80

1#3 3#4 3#4 Insuf.

P53

( 120 )

100x80

3#4 Insuf. Insuf. 11#5

Insuf.

Insuf. 1#3

7#5

1#3 100x80

Insuf.

100

Insuf.

1#3

21#5

4#3

19#4

( 120 )

7#4

Insuf.

19#4

100

64

100

64

100

64

100

64

100

64

64 76

76

76

76

76

76

76

76

76

76

76

76

1#3

Insuf.

21#4

2#4

21#4

5#3

7#4

76

27

6#3

22#4 22#4

76

co

2#4

8#4

Insuf.

100

7#4

4#3

2#3

1#3

64

2#4

16#4

18#4

19#4

76

Mar

6#3 8#4

3#5

64

P1

Insuf.

20#5

4#4

8#5 Insuf.

3#4Insuf.

100x80

100

2#3

Insuf. Insuf. 3#4 2#5

76

P3

( 120 )

Insuf.

6#3

100x80

4#3 15#4

64

14#4

6#3

9#5

4#3

13#4 Insuf.

6#3

4#3

8#4

R3 h=40

2#3

1#3

7#3

100x80

100x80

6#3

Insuf. 1#3

5#5 L=260

8#5 18#4

5#3

6#3

0

7#3

100x80

6#3 7#4

R7 h=40

12#3

11#3

14#4 9#3

12#5

36 Mar co 4#3

Marco

12#3 6#3

10#3

18#3

2#4

Insuf.

100x80

100x80

L1 h=2 0

100x80

Insuf. 2#4

42

39 Marco

0

Marco

100x80

L4 h=20

20x20

11#4

2#3

45 Marco

100x80

Insuf.

47

12x2e#3c/12 144

113

Insuf.

7#5

8#3

3#5

5#4

13#5 4#3

Marco

B1

11#3

100x80 Insuf.

4#3

4#3

1#3 Insuf. Insuf.

5#3 20#4

100x8 8#3

0

1#3

7#3

P45

Insuf.

( 120 )

4#3 6#3

P46

1#5

P22

10#3

( 120 )

( 120 )

9#4

Insuf.

19#4

R11 h=40

4#3

P8

8#4

Mar co

20x20

B37

100x80

100x80

P66

14#5

B31

100x80

7#3 20#3

Insuf.

( 120 )

L8 h=20

13#3 22#3

13#3

3

5#3

( 120)

3#3

Insuf.

P38

1#3

Insuf.

Marco

Insuf.

6#4

4#3

3#3

2#3

1#3

100x80

100x80

20x20

100x80

( 120)

Insuf.

6#3

3#3

11#3

Insuf.

P51

( 120 )

P49

10#3 7#3

19#3

Insuf.

P36

100x80

10

5#3

6#3 13#3 Insuf.

2#3

100x80

( 120 )

6#3

Insuf.

13#4

Insuf.

51x2e#2c/12 609

53

100x80

100x80

10#3

( 120 )

Insuf.

53

2#5 Insuf.

4#3 6#3

L5 h=20

L7 h=20

7#3

Insuf.

2#3

10#4

Insuf.

64x2e#2c/12 760

53

6#4

Insuf.

8#3 12#4

Insuf. Insuf.

6#4

53

P29

5#3

7#3

4#3

2#3

4#8 L=980 4#6 L=890

4#6 L=900

62x2e#2c/12 744

53

( 120 )

4#3

6#3

5#3

3#3

53

7#5

Insuf.

14#5

3#3

100x80

4#3

R16 h=40 6#3

5#3

62x2e#2c/12 739

53

7#3 11#3

B34

100x80

4#3

2#3

19#4 8#4

6#4

53

17#3

20#4

Insuf.

Insuf.

30 5#6 L=930

4#6 L=615

59x2e#2c/12 707

53

Insuf.

1#3

0 100x8 8#3

5#4

12#3

Insuf.

53

12#3

20x20

7#5 3#4

1#3

13

59x2e#2c/12 698

53

100x80

B7

Insuf. 2#5

53

7#3 8#3 7#3 9#3

1#3

Mar co

6#3A.LATERAL L=920

32 5#6 L=900

9#6 L=880

9#6 L=845

4#6 L=485

58x2e#2c/12 686

53

12#3

7

P56

53

Insuf.

3#3 Insuf.

Insuf.

Marco

6#3

( 120 )

30 5#6 L=850

5#6 L=840 4#6 L=825

45x2e#2c/12 539

113

20#4

R10 h=40

Insuf.

1#3

3#4

Insuf.

5#3

6#3A.LATERAL L=915

6#3A.LATERAL L=930

5#3

4#3

5#3

11#3

Insuf.

31

4#3

100x80

P21

6#4

11

R8 h=40

co

6#3A.LATERAL L=875

6#3A.LATERAL L=910

18#4

( 120 )

Insuf.

32

6#3

2#3

15#5

Insuf.

Insuf.

Insuf.

6#3A.LATERAL L=865

Insuf.

7#4 5#3 12#3

Insuf.

10#3 9#3

4#3

Mar

6#3

8#3

0

100x8

100x8

4#3

6#4

9#3

R14 h=40

3#4

Estribos

8#3

13#4

Insuf. 5#3

Insuf.

2#3

100x80

Insuf. Insuf.

B6

L3 h=20

6#3

8#5

5#3 L=925

18#4 9#4

6#3

15#5 Insuf.

4#3

20x20

M19: 30

11#3

2#3 18#4

6#3A.LATERAL L=855

4#6 L=680

5#3

12#4

Insuf.

4#3

B30

M20: 30

19#4

Insuf.

( 120 )

Insuf.

5#6 L=745

INFERIOR

P65

18#4

8#3

( 120 )

11#3 6#3 6#3

100x80

2

Insuf.

2#4 Insuf.

4#3

6#3

Insuf.

P2

6#3 5#3

30

31

13#3

2#3

2#3 17#3

L2 h=20

Insuf.

Insuf.

5#3

20x20

B33

9#3 20x20

P7

5#4

5#3

100x80

20x20

Marco

100x80

100x80

Insuf.

4

B9

4#3

27#3

5#3 5#3

Insuf.

Insuf. P5

32

6#3A.LATERAL L=710

B8

20x20

8#3 Insuf.

Insuf.

Insuf.

( 120 )

( 120 )

2#4

6#4

23

6#3

6#3

0

100x80

6#3 5#3

Insuf.

16#4

Insuf.

19#4

14#5

9

3#8 L=500

190 31

100x80

7#4 Insuf.

3#3

11#4

49

3#8 L=380

175

5#6 L=555

365 5#3 L=930

31 100x80

2#3

16#5

10#3

8#3

11#4

1#3

8#3

1#3

3#3

295

195 32

5#3 L=915

P30

Insuf.

2#3

100x80

4#3

175

4#6 L=475

280

190

100x80

12#3

P6

( 120 )

Insuf. 9#3

0

6#3

4#3

5#3

230

175

5#6 L=555

365 5#3 L=910

100x80

29 9#3

3#3

Insuf.

Insuf.

7#3

100x8 5#3

R12 h=40

6#3

6#3

19#4

300

190 32

100x80

13#4

Insuf.

7#3

7#4

19#4

13#4

R6 h=40

Mar co

5#3

4#3

17#4

8#5

Insuf.

170

4#6 L=510

320

5#3 L=875

100x80

Insuf.

P37

P35

100x8

100x80

R9 h=40

5#3

14#3

18#4 Insuf.

Insuf. 1#3

260

180 30

5#3 L=865

2#4 Insuf.

( 120 )

Insuf.

3#4 Insuf.

P55

165

4#6 L=410

230

225

( 120 )

8#5

( 120 )

Insuf.

Insuf.

( 120 )

190

170

14#4

Insuf. 18#4

Insuf.

15#5

3#5

1#3

4#6 L=400

100x80

Insuf.

Insuf.

2#3

6#3

P36

919

4#6 L=470

4#3

10#3

16#5 Insuf.

Insuf.

7#4

7#4

64 P53

866

3#6 L=405

18#5

16#5 Insuf.

Insuf. 12#3

64 P3

851

3#6 L=475

3#3

21#5

14#4

12#4

64 P54

846

3#6 L=430

30

100x80

Insuf.

Insuf.

Insuf.

2#3

3#3

3#6 L=355

175

5#3 L=855 30

Insuf.3#4

Insuf.

Insuf. 4#3

4#3

13#4

15#3

14#4

8#5 14#4

64 P4

813

2#8 L=200 160 340

31

20#4

6#3

7#3

21#4

Insuf.

5

Insuf.

145 5#3 L=710

6#3

R4 h=40

10#3

11#3 Insuf.

2#5

2#5

5#5 L=385

19

100x8

0

100x80

7#4

8#3

9#3

7#3

5#3

5#3

64 P55

805

3#6 L=330

275 4#6 L=485

5#4

7#3

21#4

Marco

48

SUPERIOR

100x8

1#3 Insuf.

9#3

6#3

6#3 21#4 Insuf.

1#3

130

18#4

7#3

8#3

8#4

3#4

64 P7

792 3#6 L=405

Insuf.

R2 h=40

Insuf.

4#3

P4

P56

706

15#4 6#3

6#3

7#3

18#4 1#3

( 120 )

Insuf.

5#3

2#3 R5 h=40

5#3

14#4 7#5

2#3

R1 h=40

100x80

100x80

6#3 6#4

18#4

9#5

P33

P63

2#5

8#4

14#3 Insuf.

( 120 )

64

2#5

4#3 4#3

7#5 14#3

Insuf.

30

4#3

2#4

30

16#4 9#5

Insuf. 2#4

40

0: M15 P54

( 120 )

2#3 Insuf.

2#5

15#3

18#3 8#3

11#3 8#3 6#3

100x80

B0 22#5

2#3

1#3

L6 h=20

100x80

100x80

L10 h=20

B2

Marco

R18 h=40

Insuf.

P33

3#3

14#3

4#3

14#3

( 120 )

100x80

P42

8#3

7#5 5#3

4#3

3#3

( 120 )

P44

( 120 )

3#3

3#3

3#3

4#5

100x80

17#4

P40

2#3

( 120 )

100x80

Ma rc rc oo 17 16 Ma

( 120 )

100x80

P41

( 120 )

100x80

100x80

3#3

Insuf.

5#3

100x80

100x80

14#4

9#3 11#3

Insuf.

L12 h=20

20x20

100x80

100x80

3#3

6#3

4#3

7#4

P67

( 120 )

14#5 P24

5#3

R22 h=40

19#4

R17 h=40

12#4

11#4

2#3

Mar co

Insuf.

19#4

38

8#4

9#3

P48

2#3

Insuf.

Insuf.

Insuf.

Insuf.

2#3

1#3

5#3 13#3

100x80

14#5

Insuf.

4#3

2#3 8#3

4#3

P3

6#5 6#3

11#3

4#3

Insuf.

5#3 2#3

B15

Insuf.

10#3

21

100x8

100x8

0

Marco

3#3

Insuf.

P25

Insuf.

( 120 )

R23 h=40

8#5 Insuf.

Insuf.

Insuf. P20

4#3

15#5

100x80

M2: 30

11#3 14#3

46

100x80

100x80

20x20

L17 h=20

0 100x8

9#4 18#4

8#3 5#3

100x80

4#3

7#3 5#3

100x80 Insuf.

3#3

Insuf.

Insuf.

4#3

28

100x80

3#4

Insuf.

7#4

Insuf.

13#4

3#3

100x80

Marco

80 0x 10

12#3

R24 h=40

100x80

6#3 1#3

16#5

Insuf. 3#4

22#5 8#5

Insuf. Insuf.

( 120 )

10#3 14#4

10#4

Insuf.3#4

R26 h=40

8#3

6#3

-001 Estacionamiento 1 Replanteo Concreto: f'c=300 Aceros en losas: fy = 4200 Escala: 1:100

20#4

6#3

100x80

8#3 9#3

5#4

100x80

6#3 7#4

8#3

8#4

100x8

8#3

6#3

0 100x8

0

7#3 Insuf. 7#3 18#4

Insuf. 6#3

5#3

7#3

100x80

8#5

Insuf.

R31 h=40

18#4

2#3

6#3

Insuf.

17#4

Marco

6#4

Insuf.

5#3

8#4 14#4 7#5

4#3 22#4

34 co

4#3

19#4

9#5

Insuf.

Insuf. 3#4

3#3

21#4

Insuf.

20#4

5#4

DE MECANICA DE SUELO

P15

( 120 )

Insuf.

37

Insuf.

Mar co

44

3#5 3#5

Insuf. 1#3

Mar co

10#4 Insuf.

3#4

6#4

Insuf.

P61

100x80

P16

( 120 )

6#3

Insuf.

Mar co 48 P31

( 120 )

100x80

100x80

100x80

14#3

Insuf. P60

( 120 )

8.- RECUBRIMIENTO MINIMOS LIBRES:

2#3

( 120 )

3#4

Insuf.

7.- VER ESPECIFICACIONES EN ACI-318-99

R3 h=40

4#3

100x80

Insuf.

1#3

8#4

14#3

7#5

Insuf.

Insuf.

100x80

6.- CAPACIDAD DE TERRENO CONSIDERADA DE 8.00 Kg/cm2 A UNA PROFUNDIDAD DE SEGUN MECANICA DE SUELO

2#4

3#4

6#4 22#4

Insuf.

6#3

Insuf.

( 120)

16#3 7#4

Insuf. 4#3

3.- CONCRETO f'c=300 kg/cm2. 4.- ACERO DE REFUERZO f'y=4200 kg/cm2. COMPACTADOS DE ACUERDO A ESTUDIO

6#3

4#3

P54

100x80

2#4

8#4

19#4

20#4

4#4

1#3

15#4

9#5

2#4

1#3 21#4

6#3

5#3

19#4

Mar

Insuf.

2#4

Insuf.

6#3

8#4

8#4

Insuf.

40

P62

3#5 9#5 14#4 14#4

5#4

7#3 22#4

3#4

-4.00 NSL

5.- TODOS LOS RELLENOS DEBERAN SER

( 120 )

4#3 4#3

14#4

2#4

P18

( 120 )

Insuf. 3#5

4#3 6#3

8#5 14#4

Insuf.

2#4

0: M15

2#3 1#3

5#3

4#3 Insuf.

Insuf.

100x80

5#3

16#4

14#4

R30 h=40

2#4

2#4

23

100x80

R32 h=40

4#3

100x80

2#3

7#4

7#5 15#4

Marco

6#3 6#3

15#4

31

8#5 1#3

R28 h=40

6#3

Insuf.

Insuf. P59

( 120 )

17#4

5#3

6#3

100x80

1#3

1.- DIMENSIONES EN CENTIMETROS 2.- NIVELES EN METROS

7#4

22#4 11#3

6#3 5#4 8#4

8#4

22#4

1#3

Insuf. 5#3

4#3

22#4

Insuf.

P26

14#4

11#4 Insuf.

13#3

10#3

Insuf.

14#4

3#3

16#4

Insuf.

8#3

3#4

6#4

15#5

17#4

Insuf.

Insuf.

R29 h=40

6#3

2#3

2#3 Insuf.

Insuf.

Insuf.

15#6

14#4

22#4

20#4

NOTAS:

1#3

13#3

5#3

Insuf.

Insuf.

Insuf.

Insuf. Insuf.

17#4

10#3

4#3

4#3

( 120 )

Insuf.

5#3

100x80

P32

( 120 )

13#4

3#3

Insuf.

4#5 Insuf.

6#3

P68

6#3

3#3

Insuf.

Insuf.

4#3

Mar co 43

Insuf. Insuf. 19#5 2#3

8#5

14#4

( 120 )

8#4

18#4

4#3 4#3 9#3 4#3 4#3 16#3 6#3

P13

( 120 )

Insuf.

R27 h=40 7#4

13#4

3#5

5#3

16#5 5#3

Insuf.

Insuf. 2#5

P19

19#4

Marco 18

4#3 9#3

Insuf.

5#3

5#3

6#4 13#3 2#5

19#4

Insuf. 7#3 7#3

12#3

8#3

100x80

P17

( 120 )

Insuf. 14#3

2#5

21#5 19#4

8#5

Insuf.

( 120 )

7#3

L16 h = 20

0

24#3 5#3

Insuf. 6#3

4#3

Insuf.

15#4

15#5

Insuf. P14

B17

100x8

Insuf.

18#4

2#5

Mar co 41 Mar co 40

5#3

8#3

2#5

2#3

Insuf. 10#3 6#3

B27

Insuf.

P58

Insuf.

20x20

11#4

20x20

( 120 )

1#3

Insuf.

6#3

Insuf. 3#3

2#3 5#3 5#3

9#3

4#3

co

4#36#3

Insuf.

14#5

6#3

5#3

7#4

R21 h=40

5#3

Mar

8#3

9#5 18#4

26

3#4

6#3 4#3

100x8

0

R25 h=40

20x20 Insuf.

Marco

Insuf.

P27

( 120 )

18#4

6#4

Insuf.

B16

Insuf. Insuf.

5#3

5#3

12#3

M16: 30

B20 4#3

8#3

4#3

0

100x8

100x80

7#3

Insuf.

Insuf. 20#4

15#5

Insuf.

5#3 4#3

B4 8#3 4#3

Insuf.

6#4

5#3

Insuf.

1#3

Insuf.

100x80

Insuf.

2#3

L14 h=20

11#4

7#4

1#3

L15 h=20

2#3

6#3

19#4

3#3

8#3

Insuf.

Insuf.

20x20

5#3

19#4

1#3

Insuf.

20x20

( 120 )

3#3

21#4

17#4

R19 h=40

Insuf.

2#3

12#3

100x80

Insuf.

Insuf.

4#4

100x80

22

3#5

Insuf.

6#4

0

7#5

co

1#3

5#3

B24

10#3

Insuf. 6#4 12#3

Mar

( 120)

3#4 Insuf.

5#3

2#3

Insuf.

3#4

5#4

12#4

B3

6#3

6#3 12#3

4#3

Insuf.

11#4 8#3

7#5 Insuf.

Insuf.

10#3 4#3

B5

100x80

100x80

100x80

Insuf.

100x80

L11 h=20

L13 h=20

1#3

5#3

4#3 5#4

20x20

7#3 20x20

3#3

14#3

2#3

P11

1#3

21#4

16#3

Insuf.

1#3

Insuf. 1#3

9#3

5#3

4#3 2#3

7#3

100x80

8#3

20#4

6#5

Insuf.

( 120 )

Insuf.

Insuf.

1#3 Insuf.

Insuf.

( 120 )

3#4

0 100x8

3#3

Insuf.

15

Insuf.

2#4

Insuf.

Insuf.

10#3 9#3

100x80

co

100x80

7#3

1#3

( 120 )

100x80

L9 h=2 0

100x80

100x80

B14

Mar

P47

( 120 )

100x80

( 120)

17#4 1#3

100x80

Insuf. Insuf.

( 120 )

B25

100x80

P53

12

Insuf. P52

P50

( 120 )

P12

( 120 )

6#3

8#4

3#4 21#4

2#3

Marco

6#3

4#3 Insuf.

14#5 Insuf.

( 120 )

1#3 Insuf.

R15 h=40

6#3 4#3 7#3

3#3

Insuf. Insuf.

Insuf.

1#3

5#4

12#4

8#3 10#3 4#3

7#3

100x80

3#3

5#3

4#4

20#4

Insuf. Insuf.

20x20

7#3 5#3 8#3

1#3

2#3

4#3

4#4

Insuf. Insuf.

Insuf.

6#3

Insuf.

19 Mar co

4#3

5#3 6#3 9#3

Insuf.

Insuf.

12#4

18#4 7#4 Insuf.

2#4

Insuf.

P43

3#3 9#3

R20 h=40

2#3

P57

( 120 )

( 120 )

7#3

6#3

19#4

20#4

P28

( 120 )

100x80

5#3

Mar co 14

4#4

4#4

5#4 Insuf.

Insuf.

P23

( 120 )

Mar co 20

Mar co 24

14#4

1#3

100x80

Ma rcrcoo 89 B32 B28 Ma

B26B38 P9

P10

2#3

9#5 Insuf.

P39

P34

( 120 )

( 120 )

Insuf.

3#4

R13 h=40

Insuf.

Insuf.

35

4#3

Insuf.

15#3

Insuf. 19#3 6#3

Mar co

Mar co 25

3#3

3#3

3#3

3#3

19#5

6

5#3

Insuf.

Insuf.

5#3

4#3

Mar co 30

18#3 5#5

100x80

8#4 7#3 6#5

6#4

2#3

100x80

R5 h=40

9#5

7#3

5#3

A) ZAPATA Y LOSA DE CIMENTACION 7 cms. B) TRABES DE CIMENTACION 5 cms. C) PEDESTALES 5 cms. D) COLUMNAS 4 cms. 9.- TODAS LAS MEDIDAS, NIVELES Y COTAS DEBERAN SER CHECADAS CON LOS PLANOS ARQUITECTONICOS; LOS CUALES REGIRAN. 10.-CHECAR DETALLE DE COLUMNASEN PLANO H137

7#3

18#4

2#3

Insuf.

18#4

7#3

1#3 10 0x8 0

Insuf.

8#3

80 100x

21#4 3#4

( 120)

148

Marco 30

B3

9#3

100x80

19 11 19

5#3 L=965

5#3 L=1085

100x80

8

7#8 L=525

5#5 L=605

2#5 14#4

30

19

SUPERIOR

11 19

5#3 L=1060

Insuf.

25

100x80

21#5

2#3

8#5 22

7#8 L=410

5#5 L=570

16#5

80 0x

5#5 L=570 5#3 L=990

Insuf.

14#4

3#3

100x80

Insuf.

Insuf.

12#4

Insuf.

7#4

4#6 L=260

6#3A.LATERAL L=975

30

6#8 L=555

6#8 L=1160 108x2e#2c/12 1290

12x2e#2c/12 144

22

Estribos

2

-4.00 NSL

Insuf. 12#3

6#8 L=1200

6#8 L=425

30

33

11

INFERIOR

6#3A.LATERAL L=925

3#3A.LATERAL L=235

11

11

4#6 L=210

33

30

3#3A.LATERAL L=190

7#8 L=450

3#3A.LATERAL L=235 31

11

L=190 3#3A.LATERAL 32

6#3A.LATERAL L=950

7#8 L=1200 6#8 L=1125 40x2e#4c/12 480

2

16x2e#2c/12 191

22

R9 40 h=

6#3A.LATERAL L=1000

7#8 L=575

10 0x 80

2#5

113

106x2e#2c/12 1265

Insuf.

P37

( 120)

Insuf.

2#3

P35

15#5

6#3

7#4

3#5 38x2e#4c/12 456

( 120)

Insuf.

Insuf.

113

14#3

9#3

5#3

Insuf.

5#3

3#3

x80 100

Insuf.

6#3

3#4 4#3

10#3

6#3

9#3

100x80

10 0x8 0

5#3

8#5

12#3

4#3

6#3

( 120)

Insuf.

5#3

8#3

B9

17#4

B8

Insuf.

11#4

20x20

6#3 16#4

7#3

80

19#4

M19: 30

6#3

9#3 5#3

35

L4 h=20

2#3

200

30

5#3 L=425 16

19#4

10

4#3

100x80

Insuf.

0x 80

11#3 Insuf.

14#5

Insuf.

2#3 53

53

27x2e#2c/12 324

-4.00 NSL

Insuf.

20 x2 0

39x2e#4c/12 468

18#4

2

8#5

4#3 Insuf. 6#4

12#3 B7

3#4

5#3

Insuf. Insuf.

8#3 9#3 7#3

5#3

11#3

6#3

7#5 5#4

11#4 4#3

12#3

100x 80

14#5

3#3

Insuf.

Insuf.

4#3

2#3

7#3

Insuf.

8#3

3#4

6#4

1#3

L7 20 h=

7#3

Insuf.

6#3 20#4

10 0x8 0

7#3 1#3

2#3

4#3

P45

Insuf.

( 120)

6#3

19#4

Insuf.

10#4

R16 h=40

8#4

4#3 P8

( 120)

6#3

Insuf. 5#3

13#4

P56

B37

100x 80

Insuf.

4#3

( 120)

13#3

Insuf.

100x80

100x80

6#4

5#3

3#3

P49

( 120)

19#3

Insuf.

2#5

80 100x

7#3 20#3 10#3 7#3

Insuf.

Insuf.

2#3

13#3

5#3

6#3

-4.00 NSL Insuf.

h= L8 20

76x2e#2c/12 905

100x 80

43x2e#3c/10 430

Insuf.

2#3 R1 h= 4 40

Insuf.

22#3

3#3

11#3

2#3

18#3

11#3 B0

22#5

2#3

8#3

100x80

113

6#3

P5

19#4

( 120)

23 11 11

30

4#6 L=420

8#8 L=520

7#8 L=1150

100x80

Estribos

8#8 L=1200

P7

3#3A.LATERAL L=420 3#3A.LATERAL L=420

8#8 L=595

( 120)

3#3

Insuf. 30

6#3A.LATERAL L=1015

6#3A.LATERAL L=1015

30

INFERIOR

0 x2 20

11#4

70

10#8 L=835

5#3 L=1000

26 100x80

B33

10 0x8 0

100x 80

Insuf.

4#3

6#3

0 L1 20 h=

R18 h=40 19#3 8#4

6#5

Insuf.

7#3 5#5 18#3

Insuf. 3#3

3#3

3#3

3#3

4#3

5#3 Insuf.

5#3

Insuf. 6#3

4#3 4#3

14#3

3#3

14#3

100x80

30

3#3

1#3

M20: 30

x20

20x20

385

7#8 L=510 5#3 L=1005

1#3

70

1#8 L=415 345 9#8 L=585

7#8 L=435

-4.00 NSL

7#4

380

20

5#3

Insuf.

8#3

4#3

5#3

76

76

76

76

1969

6#8 L=380 2ªcapa 25 9

27#3

Insuf.

64

64 P8 8#8 L=415 2ªcapa 345

SUPERIOR

R1 h= 2 40

6#3

Insuf.

100

64

8#3

Marco 35

80

100

64 P7

19#4

1#3

1#3

Insuf.

80 100x

Insuf.

V-11

Insuf.

P42

( 120)

P34

P33

( 120)

100x80

( 120)

100x80

B26B38 P9

100x80 P10 ( 120)

100x80

P6

7#3 18#4

Insuf.

L2 h=20

Insuf.

P55

( 120)

( 120)

N.F.E.

NIVEL FOSO ELEVADOR

N.P.T.

NIVEL PISO TERMINADO

Insuf.

10

8#8 L=535

ARMADO EN AMBOS SENTIDOS REFUERZO POR PUNZONAMIENTO

15#3

4#3

P68

1836

5#5 L=530

30

REPETIR ARMADO A LO LARGO DE FLECHA

14#4

64

195

6#8 L=360

8#8 L=415

30

REFUERZO INFERIOR

14#4

76

76

64

64

1885

Insuf.

64 76

76

76

76

76

76

64

64

25

Estribos

REFUERZO SUPERIOR

5#3

5#3

100

7#8 L=370

INFERIOR

ARMADO BASE

R.I.

80

80

100

100

64 P54

SUPERIOR

A.B. R.S. 12#3

11#3

21#4

1#3 64

21

7#3

Insuf.

100

10

7#3

9#3

Insuf.

Marco 18

80

-001 Estacionamiento 1 Despiece de vigas Concreto: f'c=300 Acero: fy = 4200 Escala: 1:150

80

V-2

R7 40 h=

P4

6#3

SIMBOLOGIA

9#3

6#3

8#4

4#3

P41

100x80

( 120)

-006 Est a c i on a m i en t o 6 Re pl an te o Co n cre to : f' c =300 Ac ero s e n l osa s: fy = 4200 E sc a l a : 1: 100

P36

( 120 )

P38

( 120 )

Marco 1

100x80

P64

100x80

Mar co 33 Mar co 32

Insuf.

1#3 3#4

( 120 )

7#5

6#4

3#4 Insuf.

P53

( 120 )

3#3 3#3 Insuf.

100x80

Insuf. 2#4 Insuf.

11#4

Insuf. 1#3

6#5

1#3

100x80 Insuf.

Insuf.

2#3 Insuf. Insuf.

Insuf.

20#4

P1

( 120 )

4#4

9#5

8#5

18#4

Insuf.

Insuf. 2#4

co

17#4

19#4

27

4#3

7#4

80

2#5 8#4

Insuf.

1#3

Insuf.

7#3

21#4

2#5

21#4

21#4

5#3

7#3

80

Mar

5#3

2#3

1#3

80

20#4 19#4

8#5

V-30

2#3 4#3

21#4

3#4 2#4

3#5

3#5Insuf.

100x80

80

P3

( 120 )

Insuf.

21#4

6#3

100x80

4#3 15#4

13#4

4#3

9#5

100

14#4 Insuf.

4#3

5#3

2#5

4#3 7#5 13#3

6#3

18#4

0

7#3

P34

100x80

6#3 7#4

10#3

Insuf.

Mar co 19#3

4#3

Insuf.

100x80

100x80

3#3

L1 h=2 0

L2 h=20

L3 h=2 0

23

42

39

L4 h=20

20x20

41x2e#2c/12 484

17x2e#2.5c/12 204

53

76

54x2e#2c/12 641

53

21x2e#3c/11 231

113

0 100x8 45 Marco

100x80

100x80

Insuf.

7#5

16#3 100x80

4#3

L5 h=2 0

L7 h=2 0

3#5

6#4 4#3

100x80 Insuf. 1#3

1#3

Insuf. Insuf.

P36

5#3

4#3 8#3

( 120)

20#4 1#3

5#3

7#3

( 120 )

Insuf.

1#5

P22 7#3 ( 120

P46

( 120 )

9#4

)

7#3

( 120)

Insuf.

19#4

R11 h=40

P8

7#4 P66

( 120 )

Insuf.

20x20

100x80

Mar co

100x80

100x80

13#4

10

100x80 P49

Insuf.

( 120 )

Insuf.

Insuf.

8#3

3

8#3

Insuf.

3#3

P51

( 120 )

Insuf.

5#3

B31

B36

Insuf.

1#3

Insuf.

Marco

Insuf. Insuf. 2#5

6#4

5#3

3#3

2#3

1#3

100x80

100x80

20x20

100x80

100x80

2#3

( 120 )

6#3

Insuf.

14#4

100x80

15#3

18#3 8#3 2#3

100x80

L6 h=20

100x80

100x80

L1 h=2 0 0

8#3

B0

B2

22#5

Marco

R18 h=40

Insuf.

22#5

P33

7#3

9#4 7#3

Insuf.

35

4#3

P39

P44

3#3

( 120 )

( 120 )

Insuf.

6#5 4#3

P42

( 120 )

3#4

R13 h=40

Insuf.

Insuf.

Insuf.

100x80

Insuf.

4#3

4#3

3#3

3#3

3#3

Mar co

Mar co 25

3#3

Mar co 30

18#3 5#5

6

8#3 6#3

8#5 7#3 6#5

3#3

4#5

3#3

3#3

17#3

P40

1#3

1#3

( 120 )

P34

( 120 )

( 120 )

100x80

B37

100x80

Ma rc rc oo 17 14 Ma

100x80

100x80

Ma 89 Marcrcoo B38

B26

B32 B28 P23

P9

( 120 )

100x80

4#3

4#3

P41

( 120 )

P43

74#3

( 120 )

6#3 10#3

13#3

82#3

30#3 3#3

4#3

4#4

4#3

5#3

5#4

6#3

6#3 Insuf.

14#3

Insuf.

12#4

11#3

20x20

Insuf.

6#3 6#3

Insuf.

4#3 5#3

Insuf.

12#4

Insuf.

6#4

Insuf.

( 120)

19#4

Insuf.

5#35#3

171#3

P53

1#3

Insuf.

9#3

9#3 19#4

3#4

3#4

13#4 Insuf.

5#3

23#3 28#3 7#3

( 120 )

100x80

9#3 9#3

14#3

6#3

6#3

P28

( 120 )

100x80

100x80

Insuf.

5#3

Mar co 15

4#3

5#4 Insuf.

Insuf.

Mar co 20

Mar co 24

14#4

1#3

P38

1#3

P45

10#3 10#4

Insuf.

P10

13x2e#2.5c/12 156

53

13#5

Insuf.

47 Marco

B1

Insuf.

2#3 7#3

( 120 )

53

Insuf. 11#3

11#4

6#3

Insuf. 5#4 6#3

1#3

1#3

-006 Estacionamiento 6 Replanteo Concreto: f'c=300 Aceros en losas: fy = 4200 Escala: 1:100

4#6 L=590

4#6 L=570

64x2e#2c/12 767

53

2#4

4#3

8#3

Insuf.

14#5

4#3

R16 h=40

3#3

3#3

5#6 L=1075

5#6 L=980

4#6 L=525

53

6#3 5#3

11#4

3#3 Insuf.

100x80

R10 h=40 5#3

3#3 6#3

20x20

100x80

4#3

5#3

5#3

49x2e#2c/12 585

113

7#5

B34

8#3 6#4

6#3

Insuf. 6#4

P29

( 120 )

17#3

12#3

20#4

19#4

Insuf. 2#5

6#3A.LATERAL L=1010

6#3A.LATERAL L=1040

6#4

B7

6#3

4#3 6#3

7#5

2#3

2#4 Insuf.

1#3

Insuf.

10#3

7

5#3

11#3 Insuf.

13#3

31

30

5#6 L=905

5#6 L=790 4#6 L=415

Estribos

Insuf.

3#3 Insuf.

Insuf.

7#3

Marco

Insuf.

Insuf.

8#4

INFERIOR

3#4

21#4

100x80

P21

( 120 )

Insuf.

1#3

Insuf.

6#3A.LATERAL L=935 32

1#3

19#4 5#3

4#3

15#5

Insuf.

9#3

1#3

13

6#3A.LATERAL L=755

Insuf.

6#3

2#3

Insuf.

9#3

0

5#3

2#4

3#4

6#3

5#3 11#3

12#3 4#3

100x8 6#3

P56

Mar co

8#3

6#4

Insuf. 5#3

100x80

Marco

0

4#3

7#4

B6

M19: 30

8#3 10#3

Insuf.

31

7#3

Insuf. P5

( 120 )

Insuf.

Insuf.

( 120 )

P65

( 120 )

0

100x8

Insuf.

R8 h=40

3#3 7#3 4#3

20x20

100x8

100x80

100x80

100x80

100x80

B30

M20: 30

20x20

Insuf.

100x80

Insuf.

Insuf.

Insuf.

2#3

8

4#8 L=460

5#3 L=1045

18#4 8#5

8#3

2#4

B33

6#3 10#3 5#3 4#3

14#5

3#3

29

4#8 L=350 360

31 100x80

2#5 Insuf.

18#4

12#4

Insuf.

5#3 5#3

Insuf.

100x80

4#3

3#8 L=245 285

3#8 L=715

355

5#3 L=1010

7#3

15#5

Insuf.

R14 h=40

7#4

285 350

30

100x80

5#3

11#4

Insuf. 4#3

3#3

11#4

2#3

5#3

8#5

11

6#6 L=660

310 5#3 L=935

10#3 10#3

2

Insuf.

8#3

4#3 6#3 19#4

21#4

18#4

co

335 33

14#3

4#3

6#3

8#3

( 120 )

20x20

16#3

7#4

19#4

Insuf.

Mar

P35

1038

180

3#8 L=570

31 100x80

1#3 Insuf.

P2

10#3 4#3

20x20

Marco

R12 h=40

6#3 Insuf.

1#3

Insuf. P7

( 120 )

5#6 L=550

215 5#4 L=760

190 270

1#3

Insuf. 4#3

B9

20x20 11#3 7#3

Insuf.

Insuf.

4#6 L=300 5#6 L=375

235

B8

Insuf.

16#4

7#3

19#4

Insuf.

4#3

10#3 6#3

3#3 3#3

12#4

6#3

5#4

5#3

100x80

6#3 6#3

( 120 )

Insuf. 8#3

0

17#4

2#5

2#5

Marco

100x80

Insuf.

6#5

Insuf.

Insuf.

Marco9#3 5

P6

6#3

100x8 5#3

8#5

7#4

6#3

16#5

36

29

100x80

6#3 4#3

19#4

Insuf.

Insuf. 2#3

2#5 Insuf.

R6 h=40

6#6 L=505 270

12#3

15#3 12#3

3#3

49

13#4

2#3

Insuf.

100x80

Mar co

R9 h=40

Insuf.

Insuf. 3#4 Insuf.

P55

13#4

18#4

4#3

0

100x80

Insuf.

Insuf. P35

( 120 )

Insuf.

( 120 )

8#5

1#3 Insuf.

Insuf.

P37

( 120 )

Insuf.

Insuf.

SUPERIOR

3#3

16#5 Insuf.

Insuf.

15#6

5#3

23

16#5 Insuf.

1#3

6#3

5#3

100x8

21#5 14#4

13#4

Insuf. 12#3 7#5

14#4

18#5

Insuf.

1#3

3#3 7#4 Insuf.

3#5

14#3

64

64 P6 2#8 L=370

155

P30

( 120 )

4#3 9#5 14#4

Insuf.

100

64

6#6 L=425 Insuf.

14#4

4

3#5

3#5

100

950

Insuf.3#4 23#4

4#3

12#4

Insuf.

Insuf.

P5

20#4

6#3

4#3

13#4 15#3

30

R7 h=40

R4 h=40 7#3

Insuf.

14#4 10#3

873

6#3

10#3

11#3

P8

752

5#4 11#3

11#3

4#3

Insuf.

23

100x8

100x80

8#3

8#3

9#3

8#3

20#4 5#3

64

8#3

6#3

6#3 6#3

64

0

Insuf. 7#3

8#4

20#4

64

100x8

Insuf.

4#3

Insuf.

1#3

Marco

64

Insuf. 1#3 9#5 18#4

5#3

6#3

76

Insuf.

R2 h=40

76

100x80

7#3

8#3

3#4

P4

( 120 )

100

64

P63

( 120 )

15#3 6#4

2#3

R5 h=40 5#3

18#4

76

5#3 6#3

7#3

8#5

2#3

R1 h=40

100x80

100x80

6#4

18#4 Insuf. 2#3

1#3

Insuf.

7#5 14#4 1#3 6#3

Insuf.

2#5

8#4

R3 h=40

76

4#3 2#3

76

8#4

14#3

100x80

Insuf.

76

6#3 4#3

2#4

76

16#4 9#5

Insuf.

2#4

40

0: M15 P54

( 120 )

6#3 6#3

R15 h=40

L12 h=20

20x20

6#3

100x80

7#3

6#3

3#3

7#3

4#3

8#5

100x80

2#4

Insuf.

Insuf.

B14

B25

100x80

Mar

P47

co

100x80

( 120 )

100x80

3#3 P67

( 120 )

14#5

16 ( 120 )

7#3 R17 h=40

12#4 4#3

Mar co

1#3

38 7#3 36#3 6#3 15#3 21#3 16#3 14#3 23#3 30#3 24#324#3 20#3 Insuf. Insuf.

P48

( 120 )

5#3 4#3

100x8 0

Insuf.

Insuf.

L13 h=20

Insuf. Insuf.

7#5 5#3

12#3

20x20

0

100x8

100x8

21#4

Insuf.

4#3 2#3

10#3

Insuf. 3#4

Insuf.

3#4

6#4

0 P25

Insuf.

( 120 )

R23 h=40

22 Insuf.

8#5 Insuf.

R19 h=40

Insuf.

2#3

12#3

P20

( 120 )

3#3

Insuf.

8#3 20#4

4#3

15#5

100x80

2#3

Insuf.

Insuf.

3#5

23#5

M2: 30

6#3

15#5

Insuf.

( 120 )

Insuf.

100x80

Insuf.

7#3

20x20

4#4

P27

3#4

3#3

Insuf.

2#4

Insuf.

13#3

Insuf.

5#3

20x20

Insuf.

20#4

4#3

18#4

9#5

20#4

5#4

B16

4#3

Insuf.

20x20

7#4

4#3

100x80

20x20

6#3

L17 h=20

5#3

18#4 6#3

2#3

5#3

4#3

2#4

Insuf.

0

15#5

Insuf.

100x80

Insuf.

22#5

16#5

Insuf.

17#4

10#3

3#5

Insuf.

5#3

19#4

1#3

3#5 14#4

16#4

P26

15#4

11#4

Insuf.

( 120 )

10#3 14#4

Insuf.

-24.00 NSL

9#5 3#3

Insuf. Insuf.

5#3

7#3

Insuf.

1#3

15#4 14#4

4#3

Marco

28

12#3

7#4 3#3

100x80

1#3 3#3 14#4

4#3

6#3 1#3

13#4

17#4

8#4

21#4 21#4

7#5 15#5

Insuf.

8#5

Insuf.

Insuf.

2#4 Insuf.

Insuf.

R24 h=40

100x80

14#4

Insuf.

3#5

14#3

5#3

5#3 Insuf.

P32

( 120 )

Insuf.

Insuf.

( 120 )

Insuf.

Insuf.

Insuf. 100x80

Mar co 43

13#4 Insuf.

80 0x 10

Insuf.

0

100x80

100x80 16#3

P13

( 120 )

19#5 2#3

8#5

18

2#3

Insuf.

P68

7#3 10#3

Insuf. Insuf.

R27 h=40

2#3

Marco 8#4 18#4

11#3

5#3 8#3

9#3 4#3

6#3

100x80

16#5 6#3

7#4

3#5

7#3 15#4

( 120 )

L16 h = 20

8#3

15#3

Insuf. Insuf. 6#4 13#3 Insuf.

Insuf. 2#5

1#3

2#3 Insuf.

Insuf.

Insuf. P14

B17

5#3

P17

( 120 )

Insuf.

2#5

100x8

100x8

Mar co 41 Mar co 40

B27

Insuf.

Insuf. 5#3

5#3

Insuf.

15#4

4#3

6#313#3

20x20

20x20 5#3 11#3 Insuf.

6#3

4#3

14#3

6#3

Insuf.

100x80

8#3 8#3

Insuf.

11#4

8#3

18#4

2#5

2#5

8#3

Insuf.

46

Insuf.

14#5

5#3

5#3 Insuf.

Insuf.

5#3

R21 h=40

4#3 7#3

co

Insuf.

5#3

Mar

4#3

8#3

7#3

6#4

0

0

6#3

7#3

8#5 18#4

26 P58

( 120 )

19#4

6#3

11#3 Insuf.

B20

R25 h=40

Insuf.

2#3 Insuf.

Marco

5#3

2#3 5#3

7#3

M16: 30 100x8

7#4

100x8

100x80

B4 4#3 8#3 4#3

Insuf.

6#4

5#3 1#3

L14 h=20

11#3

6#3

100x80

L15 h=20

2#3

5#3

19#4

100x80

co

3#4

5#4

7#3

5#3

5#3

12#3 7#5

Mar

P11

13#3 5#3

2#3

10#4

14#3 12#3

9#3 7#3

B15

B24 6#3

2#3

6#3

100x80

14#5

Insuf.

B3

Insuf.

4#3 26#3

6#3

Insuf. 3#3

2#3

3#3

3#3

Insuf. Insuf.

7#3

4#3

5#3

6#4 12#3

( 120 )

P3

( 120)

7#3 Insuf.

7#3

11#4 8#3 6#3 12#3

Insuf.

2#3 Insuf.

20#4

1#3 18#3 10#3 14#320#3 Insuf.

Insuf.

Insuf.

46#3

B5

100x80

100x80

100x80

Insuf.

100x80

L11 h=20

20x20

6#3 5#3

2#3

5#3

5#3 6#4

7#5 Insuf. Insuf. 2#4

8#4

8#3

10#34#3 19#310#3

Insuf. Insuf. Insuf. 4#3

14#3

2#4

19#4

Insuf. 4#3

7#3

4#3 1#3 7#3

2#3

1#3

5#3

Insuf.

P24

18#3 11#3

5#3

11#4

2#3

8#3

20#4

Insuf.

100x80

21

P12

( 120 )

R22 h=40

19#4

Insuf.

100x80

Insuf. 14#5 Insuf.

8#4 Insuf. Insuf. 2#3

Insuf.

8#3

67#3

( 120 )

Marco

3#3

5#3

P52

P50

( 120 )

7#3

19

Mar co

Insuf.

6#3 4#3

Insuf.

2#4 Insuf.

18#4

L9 h = 15

25#3

Insuf. Insuf.

P57

0 100x8

1#3

12

1#3

5#3 5#3 28#3

100x80

Insuf.

( 120 )

Marco

Insuf.

1#3

3#3

4#3

100x80

100x80

7#3

21#4

L8 h=2 0

14#3

Insuf.

6#3

18#4 8#5 Insuf.

2#4 Insuf.

100x80

100x80

100x80

4#3

R20 h=40

20#4

1#3

Insuf. 5#3

4#3 4#5 Insuf.

20#4

R29 h=40

6#3

8#3

11#3

23#4

12#3 10#4

8#3

6#3

20#4

6#3

6#3

9#3 9#3

100x8

8#3

5#4

100x80

100x80

8#4

8#3

9#4

7#3

0 100x8

0

8#3

7#3 18#4

Insuf. 7#3

5#3

7#3

100x80

9#5

R31 h=40

18#4

18#4 5#3

6#3

100x80

Insuf.

2#3

7#3

31 Marco

6#4

Insuf.

5#3

8#4

14#3 7#5

3#5 9#5 15#4

5.- TODOS LOS RELLENOS DEBERAN SER

8#4

Insuf.

COMPACTADOS DE ACUERDO A ESTUDIO

14#4 5#4

6#3 21#4

4#3 21#4

21#4 21#4

6#3

Insuf. 3#4

Insuf.

3#3

4#3

100x80

5#3

19#4

34

3#5 4#3

19#4

Insuf.

9#5

2#3

8#5

20#4

R3 h=40

1#3

6#4

9#4

8#5

co

7#5 13#3

Insuf.

( 120 )

4#3 4#3

15#4

Mar

3.- CONCRETO f'c=300 kg/cm2. 4.- ACERO DE REFUERZO f'y=4200 kg/cm2.

5#3

P62

4#3 6#3

9#5 14#4

Insuf.

2#4

2#4

1.- DIMENSIONES EN CENTIMETROS 2.- NIVELES EN METROS

6#3 4#3

Insuf. 3#5

5#3 4#3 Insuf.

2#4

15#4

9#5

2#3 1#3

Insuf.

100x80

Insuf.

2#4

14#3

R30 h=40

2#4

2#5

40

23

R32 h=40

4#3

Marco

100x80

2#3

7#4

14#3 7#5

( 120)

2#3 Insuf.

18#4 7#3

6#3

14#3

100x80

( 120 )

8#5

R28 h=40

6#3

Insuf.

Insuf. P59

0: M15 P54

6#3

Insuf.

1#3

2#4

Insuf.3#4

R26 h=40

10#3

6#3 5#4

17#4

20#4

Insuf.

8#4

2#4

DE MECANICA DE SUELO

3#4

22#4 6#4 20#4

P15

Insuf. Insuf.

44

6#4

3#5

2#4

Insuf.

6#3

100x80

Insuf.

Insuf. 1#3

Mar co

37

1#3 10#4

Insuf. 3#5

( 120 )

1#3

Insuf. Insuf. 2#3

Mar co

14#3

Insuf.

4#4 Insuf. 1#3

P61

6#4

( 120 )

6.- CAPACIDAD DE TERRENO CONSIDERADA DE 8.00 Kg/cm2 A UNA PROFUNDIDAD DE SEGUN MECANICA DE SUELO

100x80

Insuf. 4#3

100x80

100x80

3#4 P18

( 120 )

2#4

Insuf. Insuf. P60

100x80

( 120 )

100x80

P16

( 120 )

Mar co 48

7#3

P31

( 120 )

18#4

8#5

7.- VER ESPECIFICACIONES EN ACI-318-99

2#3

R5 h=40

8.- RECUBRIMIENTO MINIMOS LIBRES:

100x80

2#3 Insuf.

A) ZAPATA Y LOSA DE CIMENTACION 7 cms.

7#3

5#3

18#4

B) TRABES DE CIMENTACION 5 cms. C) PEDESTALES 5 cms. D) COLUMNAS 4 cms. 9.- TODAS LAS MEDIDAS, NIVELES Y COTAS DEBERAN SER CHECADAS CON LOS PLANOS ARQUITECTONICOS; LOS CUALES REGIRAN. 10.-CHECAR DETALLE DE COLUMNASEN PLANO H137

8#3

1#3 10 0x8 0

Insuf.

7#3

8#3

6#3

80 100x

4#3

8#4

20#4

R7 40 h=

6#3

3#4

P4

6#3

( 120)

9#3

SIMBOLOGIA

8#3

11#3

11#3

Insuf.

-006 Estacionamiento 6 Despiece de vigas Concreto: f'c=300 Acero: fy = 4200 Escala: 1:100

20#4 Insuf. 1#3

4#3

5#3 Insuf.

14#4

15#3

1#3

80

80 0x

80

REPETIR ARMADO A LO LARGO DE FLECHA

ARMADO EN AMBOS SENTIDOS

Insuf.

10

Insuf.

3#3

REFUERZO POR PUNZONAMIENTO

Insuf.

Insuf.

14#4 13#4

100

3#5

356

1#8 L=380

12#3

65

15#6

Insuf.

75

5#8 L=805 42

8#5 L=1010

8#5 L=405

15#3 5#3

19

8#5 L=1015

30

380

3#8 L=470

100x80

5#3 Insuf.

14#3

100x80

3#4

6#3 4#3

109x2e#2c/12 1299

27x2e#4c/12 324

53

26x2e#2c/12 301

53

23 11 11

30

Insuf.

( 120)

3#3

Insuf.

19#4

5#3

100x80

4#6 L=395

6#8 L=510

5#8 L=1140 15x2e#2.5c/11 165

12#3

100x80

3#3A.LATERAL L=400

10#3

0 0x8 10

6#8 L=1200

6#8 L=585

3#3A.LATERAL L=400

32

12#5A.LATERAL L=1020

3#3

4#3

P6

6#3

( 120) 12#5A.LATERAL L=1020

29

4#3

x80 100

Insuf.

Insuf.

P55

113

P35

( 120)

Insuf.

4#8 L=455

3#8 L=430

9

Estribos

Insuf.

6#3

7#5

14

INFERIOR

-24.00 NSL

1#3

3#5

75

P37

( 120)

8#3 3#3 3#3

2

L2 h=20

1#8 L=380 2ªcapa

B9

R9 40 h=

P37 4#8 L=410 2ªcapa 345 1#8 L=455 2ªcapa 380

Insuf.

Insuf.

10 0x 80

64

1954

22

76

76

76

76

7#4

10

6#3

B9

17#4

8#5

12#4

B8

Insuf.

20x20

11#3 6#3 16#4

7#3 19#4

2#3

R1 h= 2 40

6#3

Insuf.

8#5 L=1010

( 120)

245

5#3 L=650

Insuf.

R1 h= 4 40

40

6#6 L=540

5#3 L=650 40

2#3

Insuf.

6#6 L=430

265

31

Insuf.

19#4

P7

245

4#8 L=625 5#8 L=685

Insuf.

27

18#4

100x80

8#5 8#3

5#6 L=1200

27x2e#3c/11 297

53

53

92x2e#2c/12 1097

B7

5#3

11#3

113

6#3

4#3

Insuf. 6#3 7#5

8#3

3#3

100x 80

4#3

13#3

Insuf.

14#5

11#4

6#4

3#4

Insuf.

6#3

4#3 Insuf. Insuf.

5#4

2#3 1#3 6#3

4#3

20#4

7#3 1#3

2#3

P45

Insuf.

( 120)

10#3 19#4

Insuf.

R16 h=40

8#4

P46

( 120)

10#4 P8

( 120)

6#3

Insuf. 5#3 14#4

P56

( 120)

100x 80

Insuf.

3#3

B36

P49

( 120)

Insuf.

Insuf. 1#3

-24.00 NSL

Insuf. Insuf.

100x80

2#5

80 100x

8#3

Insuf.

100x80

6#4

5#3

3#3

2#3

18#3 8#3

100x80

B0

22#5

1#3

R18 h=40 8#5 6#5

5#5

7#3

18#3 3#3

3#3

3#3

3#3

P33

( 120)

4#3

Insuf.

Insuf.

Marco 35

109x2e#2c/12 1307

10#3

Insuf. 7#3

4#3

P42

( 120)

P34

100x80

( 120)

100x80

B37

B26

P9

100x80 P10

( 120)

( 120)

100x80 P41

( 120)

100x80

19x2e#2.5c/10 190

6#3

L7 h=20

113

5#3

2#4 Insuf.

4#6 L=115

100x 80

5#6 L=180 4#6 L=1200

L10 h=20

5#6 L=115 4#6 L=115

Estribos

10#3 6#3

30 6#8 L=515

5#8 L=1150

100x80

6#8 L=1200

28

6#3A.LATERAL L=665

23

30

6#8 L=590

INFERIOR

6#3A.LATERAL L=665

12#5A.LATERAL L=1020

0 0x8 10

Insuf.

7#4 31

12#5A.LATERAL L=1020

L4 h=20

P5

( 120)

3#3

Insuf.

220

1#8 L=625 2ªcapa

100x80

M19: 30

7#3

Insuf.

P41

1263

0 x2 20

Insuf.

20x20

8#5 L=1015

14#5

B33

20 x2 0

420

4#8 L=510

30

4#3

0x 80

21#4

23

380

3#8 L=430

10

4#3

76

76

76

76

345 380

2#8 L=370

16

30

10 0x8 0

100x 80 80

80

P9

1960

1#8 L=370 2ªcapa 33

2#3

5#3

16#3

6#3 10#3 5#3

64

64

4#8 L=565 2ªcapa

33

11#4

6#3

x20

M20: 30

Insuf.

100

64

64

20

5#3

-24.00 NSL 4#3 19#4

10

5#3

Insuf.

3#3

1#3

V-17

SUPERIOR

Insuf.

Insuf.

8#3

7#4

100

7#3

80 100x

Insuf.

P10

N.F.E.

NIVEL FOSO ELEVADOR

N.P.T.

NIVEL PISO TERMINADO

64

64

SUPERIOR

REFUERZO INFERIOR

21#5

3#5

P38

REFUERZO SUPERIOR

Insuf.

16#5

9#5

V-33

64

ARMADO BASE

R.I. Insuf.

4#3

14#4

100

A.B. R.S.

14#4 10#3

22

NOTAS:

23#4

P19

( 120 )

V-3 10000

L=500

2#3A.LATERAL

P36 ( 110) ( 120)

40

100x80

20x4 0

20x40

20 x4 0

V-21

3#3

10 0x8 0

100x 80

20 x40

V36

V35

100x8 0 B0

12#151#5 12#5

3#3

100x80

3#3

4#3 1#3

6#3

10 0x 80

100 x80

h=4 0 R3 2 3#3

P34

V-21

100x80

1#3

4#5

B69

P45 P4 6 ( 120)

P49

001 Nivel Acceso Restaurante-Locales. Concreto: f'c=300 Aceros en losas: fy = 4200

5#6 ( 120)

P42

3#3

4#5

( 120)

B74

V-53

6#3 5#3

100 x80

100x8 0

1#3

1#3

( 120)

13#4

6#6

1#3

M19: 30

13#4 17#5

80 B76 100x

2#3

2#3

40 h=

3#3

1#3

5#3

1 R2

6#3

19#4

1#3

3#3 3#4

2#3

2#3 5#3 5#3

B78

11#3

3#3

11#3

8#4 ( 120) ( 110)

10#3

3#3

3#3

5#4

2#3

9#3

2#3

M20: 30

R1 3 h=4 0

V-5 6

3.- CONCRETO f'c=300 kg/cm2. 4.- ACERO DE REFUERZO f'y=4200 kg/cm2. 5.- TODOS LOS RELLENOS DEBERAN SER COMPACTADOS DE ACUERDO A ESTUDIO DE MECANICA DE SUELO 6.- CAPACIDAD DE TERRENO CONSIDERADA DE 8.00 Kg/cm2 A UNA PROFUNDIDAD DE SEGUN MECANICA DE SUELO

8.- TODAS LAS NERVADURAS TIENEN LAS MISMAS : DIMENCIONES. 12 cm EN SU PARTE MÁS ANCHA.

9.- TODAS LAS MEDIDAS, NIVELES Y COTAS DEBERAN SER CHECADAS CON LOS PLANOS ARQUITECTONICOS; LOS CUALES REGIRAN. 10.- EL NIVEL DE LOSA SUPERIOR ES 0.0M

NOTA IMPORTANTE: REVISAR LOS PLANOS DE ESTRUCTURALES DE VIGAS NIVEL DE ACCESO H136. REVISAR EL PLANO DE COLUMNAS H137. REVISAR EL PLANO DE NERVADURAS LONGUITUDINALES Y TRANSVERSALES H139 H140.

SIMBOLOGIA A.B.

ARMADO BASE

R.S.

REFUERZO SUPERIOR

R.I.

REFUERZO INFERIOR REPETIR ARMADO A LO LARGO DE FLECHA

18#4

ARMADO EN AMBOS SENTIDOS

100x 80

V-5 6

0 10 0x8

V41

V41 10 0x 80 100x80

V-41

V-41

2#3

8 R1 40 h=

9#3

V52

100x80

V65

100x80

0 100x8

100x 80

3#3

R2 h= 6 40 9#4

V-1 5

4#3

2#3

10#4

3#3

100x80

100x80

V-60

V55

100x80

V60

100x80

0

100x80

100x80

V-53

56 V100x80

51

V100x80

V-4 1 3#3

P8

12#4

R35 h=40

5#5

( 110) ( 120)

20x40

5#4 4#4

3#5

1#3

20x40

22#5

2#3

1#3

6#6 4#4

100x80

6#5

3#3

13#4

10#4

100x80

18#3

6#4 5#3 16#3

V8

5#4

8#3

R30 h=40 5#3

V-17

B25

9#3

V-47

100x80

2#3

6#3

5#5

B80

5#3

P2

100x 80

3#3

20x40

15#3

5#5 1#3

12#5

5#3

14#3 7#4 7#5

2#6

2#5

100 1#3 x80

4#3

V10

6#3 3#3

2#3

8#3 11#4

8#5

100x80

5#3

1#3

3#3

5#3

12#4

1#3

110) (( 12 0)

B77

20x40

0 R2 2#3 40 h=

80 100x

7#4

P5

14#4

20x40

12#4

1#3

R2 h=40

( 12(0)110)

V-50

4#3

B41 20x4 B40 0

3#3

18#4 B79

3#3

R2 3 h= 40

5#3

6#5

3 V-4

3#5 8 #4 7#5 8#4 8#4

3#3 6#4

14#4

1#3

14 16#4 R 0 4 h=

NOTAS: 1.- DIMENSIONES EN METROS 2.- NIVELES EN METROS

REFUERZO POR PUNZONAMIENTO

V-7

V-49

17#4 8#5

( 110) ( 120)

4#3

B53

V-1 5

B42 20x4 0 B43

B24

( 110) ( 120)

20 x4 0

P6

7#4

2#3

( 110) ( 120)

20x40

9#6

V-

x80 100

1#3 14#4

2#4

7.- VER ESPECIFICACIONES EN ACI-318-99

14#4

( 110) ( 120)

7 V-4

4#3

P37

P35

Insuf.

11#3

B52

1#3 11 2#3

3#5

( 110) ( 120)

P33

B54

13#4

10#3

8#3

12#4

14#5

8#3

19#4

14#3

14#5 Insuf.

6#3

4#3

10 0x 80

V-46

P56

18#4 19#4

B22

3#4

B55

11#3

5 V-

7#4 17#4 6#3 5# 3

B23

4#5

R1 h= 7 40

21#5

1#3

10 0x 5#3 80

12#4

9#5

6#3

10#3

13#4

21#4

7#3

10#3

9#3

2#3 4#3

1#3 7#3

21#4

1#3

5#3

8#3

9#3

4#3

6#3 6#3

1#3

0 R1 40 h=

1#3

4 V-

17#4 8#5 7#3

40 V-

5#3 4#3

17#4

( 110) ( 120)

8#5 4#5

5#3

3#4

P55

( 110) ( 120)

6#3

7#4 14#3

0 x4 20

B57

7#4

12#3

3#5

P7

8#5

V8

2#5

14#4

6#3 2#3

7#3

5#3

B56

1#3

0 x4 20

13#4

2#5

2#3

21#4

2#3

20x40

6#3

1#3

100 x80

0

65

B58

6#3

2#3

0 x4 20

R7 40 h=

3#4

1#3

6#3

B59

39 V-

B61

V-2

6#3

x80 100

8#5

4#3

R5 h=40

6#3 5#3

8#3

80 0x 10

P4

( 110) ( 120)

V-31

48

100x8

100x80

0 100x8

100x80

51

V-

V-

9#5 18#4

21#4

( 110) ( 120)

V-32

0 100x8

100x80

V52

36

56 100x80

20x40

100x80

V-54

2#3 1#3

7#4

6#3

R1 h=40

( 110)

3#4

7#4 16#4

18#4

4#3

P1

100x 80

4#3

100x80

P31

18#4

100x80

P15

1#3

2#3

4#3

B60

V-3

3#4

4#3

5#3

( 110) ( 120)

11#5

20#5

4#3

5#3

R3 h=40

P64

V-3

6#5

4#3

100x80

2#4

( 110) ( 120)

5#3

4#3

100x80

1#3 3#4

3#3

100x80

P61

40 20x

B62

1#3

7#4

6#4

( 110) ( 120)

65 V-

6#3

6#3

20x40

P62

3#5 3#5

2#4

65 V-

71#45 #3 14#3

19#4

8#4 B63

9#5

18#4

7#3

4 V-4

14#4 7#5

3#4

3#4

2#4

8#5 18#4

8#4 17#4

21#4

14#4

15#4

2#3 1#3

( 110) ( 120)

100x80

40

2#3

3 V-4

100x80

35

20x40

V-

V-

0

100x8

V-

41 100x80

V41 100x80

V-41

V-

0

V65

( 110) ( 120)

0:

21#4

V-49

V-65

100x8

V-65

P26

3#4

M15

P54

3#4

13#4

4#4

19#4

100x80

8#5 3#4

V-50

100x80

V-

V-3

V45

100x80

( 110) ( 120)

3#4

41 V- 2#4

14#4

9#5 14#4

21#4

V-3

P16

100x80

100x80

V7

20x40

40

20x40

100x80

h=

21#4

1#3

9#5 13#4

8#4

17#4 8#5

8#4

1#3 2#4

V-65

V-3

40

16#4 7#4

10#4 6#4

100x80

( 120)

1#3

20#4 6#3

27 V-

18#4

5#4 20#4

V-61

6#4

14#4

6#3 6#3

4#3

19#4

20#4 3#5

0

3 R5 40 h=

4#3

5#3 18#4

18#4

V-28

1#3

( 110) ( 120)

P68

16#4

7#5 12#3

5#3

8#3

1#3

3#4

80 0x 10

( 120)

6#4

13#3

6#3

17#4

7#4

4#3

3#3

5#3

9#5

3#5 ( 110) ( 120)

100x80

1#3

4#3

P27

16#4 17#4

6#4

4#3

6#3

5#3 6#4

3#5

18#4

5#3

22

7#4

3#3

6#3

100x80

P60

0 R5 40 h=

5#3

1#3

7#5

V-

7#4 16#4 6#3

4#3

7#3

6#3

2#3

18#4

5#3

6#3

6#3

3#3

9#3

7#3

2#3

7#6

6#3

3#3

3#3

5#3

17#4 11#4

9#3

R57 h=40

1#3

3#3

5#4 12#36#5

100x80

7#3

100x8

100x80

3#3

100x80

4#4

V28

22#5

15#5

12#4

R61 h=40

2#4

4#3

5#3

8#4

21#4

8#4 3#4

2#3

8#3

6#3

6#3

7#3 21#4

2#4

P18

Insuf.

5#3

4#3

100x80

30

13#4

2#4

( 120) ( 110)

100x80

co Mar

14#4

V-7

0

100x80

5#3 8#5

13#3

4#3 3#3 4#3

R4 h= 4 40

5#3 9#3

100x80

100x8

2#4

3#3

R3 8 h= 40 1#3

12#3 7#4

8#3 3#3

14#4

6#3

6#3

5#3

2#3

16#4 11#3

3#3

9#3

7#3

R63 h=40

5#3

1#3

V25 15#4

1#3

11#4

11#3

2#3

4#3

1#3

1#3

1#3

3#4

( 120)

P67 19#4

2#3

P25

60 V-

100x80

2#3

8#4

20#4 5#3

9#3

( 110) ( 120)

5#5

60 V-

7#4

41 V-

( 110)

6#3 100x80

P14

63 V-

V-57

20x40

28 V-

7#5 15#4

2#4

V28

5#6

6#3

6#3

7#3

2#3

3#3 14#4

( 110) ( 120)

14#5

V-58

15#4

1#3 3#3

7#4

100x80

V-3

V-41

0

100x80

Marco 31 Marco 32

100x8

V-7

100x80

V-41

3 V-

0

100x80

20x40

20x40

100x80

P59

15#5 14#4 16#5

P32

1#3

R62 h=40

15#4

4#3

B3

19#5

R42 0 h=4

5#6

5#5

( 110) ( 120)

14#5 11#4

7#3 6#3

6#3

6#3

6#5

5#3

3#5

9#3

7#3 6#3 5#3

18#4

17#3 4#3

3#3

100x80

28

R6 h= 0 40

18#4

19

15#5

2#3

3#4 3#4

( 110) ( 120)

9#3 5#3 6#3 7#4

8#4

1#3

4#5

0

17#4

2#3

5#3

B11

B13

V-

P3

( 120)

( 120)

1#3

19#3

3#3

5#3

12#6 7#3

h=4

R27 h=40

2#3

R33 h=40

10#3

2#3

Insuf. 10#4

15#3

1#5

B82

P13 19#5

2#3

6#3

100x80

V-

Mar 7#4 co 29

20x40

0

3#3

5#4

1#3

0 100x8 ( 120)

P28

14#4

4#4

3#3

M2: 30

B81

1#3

B31 B30

4#3 h= 1#3 R6 40 7

( 120) ( 110)

h=

100x8

V-57

V-58

63 V-

40 R6 h=

14#3 7#4

20x40

4#3

20x40

100x80

3#3

20x40

1#3

2#3

2#3

M16: 30

12#3

4#3 13#3

20x40B28 B29

4#4 R6 h= 6 40

100x80

3#3 20x40

R56 1#3 h=4 0

15#5

2#3 3#3

1#3

3#4

16#4

4#5

P40

100x80

1#3

3#3

3#3

4#4

13#4

( 120)

100x8

1#3

3#3

4#3

19#4

V-16

P24

5#3

1#3

14#3 19#4 7#5

3#3

100x80

100x80

3#4

3#4

2#4

100x80

4#3

5#3

11#3

12#3

5#3

1#4

4#4

0

0

2 40 R5 h=

38 Marco 37 co Mar 4

6#3

2#5 4#4

4#4

R54 h=4

12#3 3#3

3#3

V-13 7#3

R31 h=4 0 3#3

100x80

4#3

2#3

V-12 ( 120)

5#3 1#3

R36 h=4 0

V-41

P66

( 120)

5#4

4#3

3#3

R22 h=40 6#3

( 120)

1#3

Insuf.

18#4 7#4 6#3 5#3

2#3

8#4

P39

4#4

P23

100x80

2#3

20#4

3#3

1#3 1#3 3#3 1#3

B2

R250 h=4

100x80

4#3

10#4

3#4

12#3

3#3

3#3 2#3

10#4

3#3

19

12#4 11#4

5#4

4#3 4#3

R16 h=40

100x80

P38

( 110) ( 120)

( 110) ( 120)

( 110) ( 120)

4#3 6#3 8#3

11#4 13#5

2#3 1#3

1#3

11#3 7#5

3#3 100x80

1#3

V-6

( 120)

10#4

3#3

1#3

11#3 2#4

3#3

5#3

9#3

13#4

P22 4#3

4#3

2#3

V-

10#4

11#5 14#5 16#5 7#3

Marco 14

14#5 14#5

100x80

8#5 10#3

9#3

R6 h= 5 40

5#4

20x40

2#3 B8420x40

( 120) ( 110)

P17

V24 R5 h= 5 40

10#5

1#3

1#3

0

5#4

3#3 1#3

B83

14#5 B4

9#3

4#3

B10

B12

8#3

9#5 9#4

V- 11#4 25

100x80

3#3

100x8

100x80

2#4

( 110)

9#5

h=4

3#3

4#3

V24

13#4

7#5

( 120)

B72

1#4 9#5

2#3

5#3

5#3

2#4

P19

R43 h=4 0

4#3

5#3

6#4 12#3

9#3

6#3

4#3

14#3

15#5 17#5 Insuf. 12#3

3#3

V-55

( 120)

( 120)

1#4

1#3

6#3

8#3 4#3 6#3 5#3

2#5

( 120)

P47 P48 B75 100x80

20x40

9 40 R5 h=

20x40

20x40

V-28

( 110) ( 120)

14#4 11#3

( 120)

V18

1#4

11#3

1#3

45 V-

2#3

P52

P50

7#5

4#5

P20

100x80

2#5

20x40

9 R4 40 h=

8 40 R5 h=

3#3

B16

18#4

100x80

18 V-

10#5

3#3 5#3 7#3

8#4 9#4 18#4

B17

V-50

100x80

1#3

2#5

5#3 6#3

42 V-

20x40

7#4

( 120)

5#4

2#3

V-13 6#4

P29

16#3

1#3

V-12

( 120)

11#5

B5

6#4 Insuf.

( 120)

P43 9#4

11#3

9#3

14#3 7#4 7#4

B34B35

3#3

2#3

B1

V-6 2#4 1#5 4#4

P44

B71

2#4

3#3

1#3

4#3

15#3

4#3

1#3

20#4

4#3

5#3

1#5

14#4 13#4 13#4

R41 0 h=4

6#3

8#5

B70

1#3

1#3

10#4

100x80

100x80

1#3

9#3

20x40 B33B32

3#3

( 120) ( 110)

13#5

9#3

6#3

V-49

43 V-

0

3#4

5#3

6#4

7#4

3#3 2#4 6#5 2#4 3#3

P58

100x80

5#3

4#3

V-26 5#3

B14

5#3

P51

P42 P41

11#4

V-24

V-28

12#3 B15

4#3 1#3

4#3

5#4

7#5

100x80

20x40

Marco 34 Marco 33

14#3 2#3

100x80

V-46

100x80

20x40

7#3 1#3 6#3 3#3

V-49

100x80

h=4

( 110) ( 120)

P49

( 120)

3#3

3#3

100x80

4#3

5#3

P53

5#3 4#3

3#3

Insuf. 5#3

R190 h=4

18#3

6#4

3#3 1#3

2#3

4#3 100x80

7#4

100x80

21#4

2#3

3#3

12#3

1#3

5#3

9#3

11#3

1#3

0

1#3

( 120)

16#4

6#3

5#3

15#5

3#3 1#3

10#4 11#5 12#5

( 120)

5#6

( 120)

5#3

V-26

P12

13#4

2#3

20#4

5#3 2#3

62 V-

V- 9#5 14

P65

2#3 16#4

7#3

13#4

P21

7#3

P36

2#3

5#3 6#3

2#5

0

7#3 15#5 13#4 11#5

100x80

( 120)

3#4

13#3

7#4

( 110) ( 120)

1#3

B69

1#5

P45 P46

B73

12#5

14#5

R46 h=40

h=4

9#3

12#5

100x80

9#3

6#4 8#4

( 120) ( 110)

B74

6#6

2#3

R37 5#3

1#3 3#3

5#3

B21

P11

2#3

3#3

5#3

V-23

B39 20x40 B38

B20

1#3

R740 h=

R39 h=40

12#3 7#4

2#3 3#3 2#3

100x80

6#3

20x40

7#4

3#4

R51 h=40 Insuf.

3#3 17#3

3#3

4#5 4#5

( 120)

100x80

2#5

7#3 10#3

15#3

R48 h=40 4#4

1#3

1#3 1#3

2#4 12#3

7#5 6#4

1#3

2#3

62 6#4 V-

14#5

2#3

( 120)

13#4

1#3

5#3

V-21 P9 V-20

( 120) ( 110)

1#3 5#3

M19: 30

1#3

6#3

19#4

R32 3#3 h=4 0 3#4

P34

100x80

4#3

14#5

B6

R13 h=4 0

13#4 17#5

3#3 B76 100x80

V-24

100x80

V-28 1#3

( 120) ( 110)

100x80

B0

( 120) ( 110)

100x80

4#3

4#4

V7

M20: 30

B78

1#3

11#3

100x80

8#4 6#3

4#3 1#3

3#3

3#3

3#3

V-20 5#4

4#4 3#5

5#3

5#3

1#3

11#5 12#5 12#5

12#4

8#3

11#3

2#3 2#3

9#4

V15

12x2e#2c/12 22 200 2

8#5

100x8

P8

L=200

L=1000

( 110) ( 120)

12#4

13#3

7#4

10#3

3#3

R210 h=4

109

108x2e#2c/12 600

P30

3#4

19#4

6#3 5#3

3#3

1#3

4#4

19#4

R6 h= 40

2#3 6#3

6#6

1#3

10#3 3#3

0

R26 h=4 0

10#4

( 110) ( 120)

12#4

100x80

100x80

3#3

V-21

6#4

9#3

100x8

5#4

8#3

Marco 47

100x80

3#3

8#3

R45 h=40

B36 B37 20x40

3#3

2#3

6#3 5#3 4#3

3#3 3#3

8#5

2#3

R180 h=4

9#3

10#4

13#4

20x40

4#4

3#3 5#4

V8

2#3

6#3

R30 h=40

2#3

3#4

P57

9#3

100x80

5#3

B18

3#5

1#3

6#3 3#3

1#3

4#3

20x40

5#3

5#5 1#3

5#5

4#3

2#3

R35 h=40

6#518#3 5#5

B19

P10

V10

5#3

3#3

22#5

2#3

P33 ( 110) ( 120)

5#3

7#5

V-17 6#4 5#3 16#3

B80

0

5#4 1#3

12#5

5#3 7#4

15#3 14#3 7#4

2#6

B25

R20 2#3 h=4 2#3 1#3

1#3

110) (( 120)

4#3

B41 20x40 B40

B42 20x40 B43

B24

2#5

P5

14#4 3#3

B77

20x40

20x40

6#3 5#3 3#3

14#4

P2

100x80

( 110) ( 120)

18#4 B79

12#4

R2 3 h= 40

5#3

R28 h=40 3#5

R34 h=40

( 110) ( 120)

( 110) ( 120)

3#3 6#4

3#4 9#6

P56

5 V-

17#4 8#5

B22

6#5

12#4

1#3 7#4

R4

8#3

18#4

18#4 11#3

Insuf.

1#3

1#3

4#3

B53

V15

4#5 8#5 3#5 7#5 8#4 R29 h=40 4#5 8#4 8#4

100x80

20x40

B23

14#4

3#3 11#3

6#3

11#4 14#4

P37 V-7

16#4 R140 h=4

19#4

8#3

1#3 9#5

3#8

40x2e#4c/12 300

8#3

h= 6#3 40

8#3

12#4

( 110) ( 120)

( 110) ( 120)

P6

3#3

V- 3#3 1#3 11 2#3

B54

19#4

P7

2 40 R1 h=

20x40

6#3

4#3

6#3

10#3

Insuf. 14#3

P35

10#3

B52 100x80

5#3

7#3

100x80

8#3

0

R1 h= 7 40

B55

17#4 6#3

14#5

13#4

14#5 Insuf. Insuf. 110) (( 120)

100x8

6#3 7#4

18#4

( 110) ( 120)

0 R1 40 h=

1#3

12#4 21#5

11#3

1#3

18#4

3#8

Estribos

18#4

14#4

5#3 4#3

5#3

( 110) ( 120)

2#5

7#5

6#3

R2 h=40

P63

2#5

L=500

2#3A.LATERAL

INFERIOR

100x80

14#4

7#4

2#3

1#3

5#3

10#3

9#3

9#3

4#3

1#3

R1 h=40

4#3

1#3 7#3

8#3

7#3

4#3

6#3 5#3

5#3

6#3 2#3

2#3

40

R3 h=40

V-3 2#4

2#4

14#4 9#5

L=900

8#8

( 120)

2#4

1#3

21#4

4#3

2#3

5#3

B56

20x40

V-

5#3

17#4 17#4 8#5 7#3

1#3

4#3

B57

6#3

4#3

( 110) ( 120)

6#3

2#3

20x40

4 V-

P55

39

1#3

7#4

5#3

4#3

2

20x40

L=500

( 110)

3#4 13#4

21#4

6#3

2#3A.LATERAL

P1

100x80

2#3 7#4

6#3 4#3 4#3

B60

B61

Marc o 44

B58

2#3

14#4 8#5

7#4 14#3

R5 h=40

6#3 6#3

B59

V21#4 13#4

V8

12#3

3#4

h=40 2#3

co Mar

8#5

4#3

3#4

1#3

2#5 2#5

6#3 5#3

1#3

7#4 16#4

18#4

4#3

5#3

30

V-3

3#4

11#5

20#5

4#3

6#3

20x40

20x40

P4

( 110) ( 120)

3#5

7#4

6#4

8#3

4#3

6#3 5#3

B63

B62

6#5

V-50

43 V-

14#3

9#5 18#4

21#4

21#4 18#4

19#4

18#4 8#4

7#3 3#3 o 1 Marc4#3R9

1#3

18#4

2#3 1#3

V-3

8#5 3#4

3#4

8#5 8#4 17#4

14#4

15#4 9#5

7#5 14#3

P64

( 110) ( 120)

100x8

V-41 3#4

Insuf.

2#3 21#4

2#4

100x80

1#3

3#4

2#4

3#4

41 V- 2#4

40

M150

1#3

41 V-

( 110)

3#5

:

P54

100x80

P38

( 110) ( 120)

100x80

1#3

100x80

P3

( 120)

100x80

1#3 ( 110) ( 120)

RESTAURANTE.

L=500

2#3A.LATERAL

100x80 P53

NERVADURA VERTICAL 1 LOSA 1

148

L=370

1#3

40

SUPERIOR

( 110) ( 120)

V-7

64

30 L=470 L=570

1#8 2#8

N.F.E.

NIVEL FOSO ELEVADOR

N.P.T.

NIVEL PISO TERMINADO COLUMNAS.

Viga 10

1#3

30 7#4

80 80 100x 100x

R7 0 h=4

11#3

10#3 11#3

R.I.

R12 0 h=4

15#3 15#4

10#3 9#3

ARMADO EN AMBOS SENTIDOS

N.F.E.

NIVEL FOSO ELEVADOR

N.P.T.

NIVEL PISO TERMINADO

15x20

17#3 7#3

15x20

11#3

P615x2

9#3 10#3

3#3

15x20

3#3

30 30 30

80 76

76

76

19 14 19

76

30 30

6.- CAPACIDAD DE TERRENO CONSIDERADA DE 8.00 Kg/cm2 A UNA PROFUNDIDAD DE SEGUN MECANICA DE SUELO

7#8 L=1165

2#4 L=130

40

8#8 L=585

40

21x2e#3c/12

96x2e#2c/12

36x2e#4c/12

252

1152

432

89

P59

882

7.- VER ESPECIFICACIONES EN ACI-318-99

3#6 L=340 M19: 30

( 90)

Insuf.

170

19

5#5 L=255 SUPERIOR

7#3

Insuf. P5 ( 80)

P5 ( 120)

A) ZAPATA Y LOSA DE CIMENTACION 7 cms. B) TRABES DE CIMENTACION 5 cms. C) PEDESTALES 5 cms. D) COLUMNAS 4 cms. 9.- TODAS LAS MEDIDAS, NIVELES Y COTAS DEBERAN SER CHECADAS CON LOS PLANOS ARQUITECTONICOS; LOS CUALES REGIRAN.

20x 20

Insuf.

8.- RECUBRIMIENTO MINIMOS LIBRES:

190

30

100x80

6#4

170

32

5#3 L=900

Insuf.

3#3 2#3

4#6 L=375

185

5#5 L=310

19

20x4

x20 20

Insuf.

14#5 4#3 3#3 R6 h=4 0

R14 h=4 0

18#4

8#8 L=1200

5#3

4#3

14#5

20x 40

1#3

( 90)

DE MECANICA DE SUELO

18

10#5A.LATERAL L=1030

10#5A.LATERAL L=1030

8#8 L=575

4x 1e#2 c/13 2 41

64 P19

13#4

2#3

100 100 x80 x80

20x

4#3 3#3

5.- TODOS LOS RELLENOS DEBERAN SER COMPACTADOS DE ACUERDO A ESTUDIO

INFERIOR

Estribos

B33

6#3 10#3

11#4

R24 h=4 0

0

5#3 5#3

B54

19#4 Insuf.

10 10 0x 0x 80 80

Insuf.

6#3

21#4 Insuf. P7

( 120)

P7

16#3

L4 h=20

19#4

18#4

40

100x 100x 80 80

4#3 3#3

3 100x80

31

Viga 12

0

M20: 30

2#3

-24.00 NSL 4#3

7#5 L=1025

4#5 L=1080 20x30

64

2#4 L=110

20x2

5#3

7#4

( 80)

5#3

Insuf.

8#3 9#3

2#8 L=397 19

3.- CONCRETO f'c=250 kg/cm2. 4.- ACERO DE REFUERZO f'y=5200 kg/cm2.

100

B9 B8

20x20

7#3 Insuf.

Insuf.

6#8 L=500

3#5 L=1100 2ªcapa 15x20

18

15x20

15x20

15x20

15x20

15x20

0 6#3 4#3 15x2 3#3 3#3 0 5#3

( 80) ( 90)

16#5

80 100x

R5 h=4 0

R12 h=4 0

6#3 5#3

19#4

23

80 0x

Insuf.

16#4 19#4 2#3

4#8 L=465

3#8 L=485

L2 h=20

10

56.00 NSL

8#3

12#4 12#3

6#3

30

5#8 L=425 2ªcapa

100x80

( 120)

Insuf.

9#3

0x 80

7#3

2#3

P17

1965

2#8 L=446 SUPERIOR

100x80

P6

6#3 7#3

10

5#3 5#3

1.- DIMENSIONES EN CENTIMETROS 2.- NIVELES EN METROS

64 P18

83

12#3

6#3

18#4

30 B3

1#8 L=465 2ªcapa

12#3

3#3

30

4#3 4#3

19

4#3 4#3

19#4

17#4

7#3 6#3

NOTAS:

64

( 120)

21#4

20#4

1#3 1#3

30

100

20

16

15#3 00 100x8 100x8

Insuf.

Insuf.

P55 P55

7#4

92

Insuf. Insuf. 6#3 5#3

6#3

Insuf.

23

730

Marco 13

( 120)

6#3

P35

Insuf.

56.00 NSL

5#3 5#4 14#3

Insuf. 2#3

76 61x2e#2c/12

130

P37

76

P35

26

( 80) ( 90)

Insuf.

80

100 100 x80 x80

92

REFUERZO POR PUNZONAMIENTO

14#3

Insuf.

Insuf. 19#5

15#6

30

x80 x80 100 100

R9 00 R4 h=4 h=4

7#5 7#4

8#5 8#4

13x2e#2.5c/10

Estribos

16#5 Insuf. Insuf.

14#4 13#4

13#4

15#5

-24.00 NSL

1#3 1#3

6#3

14#3

8#8 L=180 120x2e#2c/12

8#3

6#3

9#8 L=590

8#8 L=1200

4#6 L=565

Insuf.

Insuf.

16#5

21#5 21#5 12#4

Insuf. Insuf.

12#3

Insuf.

4#8 L=1099

30

1#32#3

3#3 7#4 7#4

12#3

( 120) ( 80) ( 90)

INFERIOR

Viga 24

40 4#3 20x

B57

15#4

Insuf.

2#4 3#5

REFUERZO INFERIOR

REPETIR ARMADO A LO LARGO DE FLECHA

30

10 10 0x 0x 80 80

15#4

8#5 9#5

REFUERZO SUPERIOR

R.S.

14#4 14#4

Insuf.

Insuf.

9#8 L=1200

8#8 L=170 33x2e#4c/12

ARMADO BASE

A.B. Insuf.

19

6#3A.LATERAL L=1025

6#3A.LATERAL L=1015 9#8 L=580

22

6#3A.LATERAL L=1000

17#5

4#34#3

80

40 20x

1#3

( 90)

2#4 3#4

5#3 L=1040 100x80

17

SIMBOLOGIA

13#4

8#3

R3 0 h=4

4#3 5#3

14#4

5#5 L=490 5#3 L=1005

30

7#3

6#3 6#3

6#3

2#3

B2

5#5 L=450 5#8 L=500

13

14

100x80

30

2#3 40 20x

20#4

14#4

3#5

5#3 L=1015

5#8 L=460

30

9#3

SUPERIOR

INFERIOR

21#4

2#5 3#5

76

A) ZAPATA Y LOSA DE CIMENTACION 7 cms. B) TRABES DE CIMENTACION 5 cms. C) PEDESTALES 5 cms. D) COLUMNAS 4 cms. 9.- TODAS LAS MEDIDAS, NIVELES Y COTAS DEBERAN SER CHECADAS CON LOS PLANOS ARQUITECTONICOS; LOS CUALES REGIRAN. 10.-CHECAR DETALLE DE COLUMNASEN PLANO H137

2014 5#8 L=425

5#6 L=375

6#6 L=395

23

15x20

8.- RECUBRIMIENTO MINIMOS LIBRES:

8#3 10#3 8#3

6#6 L=310

SUPERIOR

7#3 8#3

P59

6#6 L=325

6.- CAPACIDAD DE TERRENO CONSIDERADA DE 8.00 Kg/cm2 A UNA PROFUNDIDAD DE SEGUN MECANICA DE SUELO 7.- VER ESPECIFICACIONES EN ACI-318-99

2#3

5#3 6#3

8#4

21#4 20#4

Insuf.

64

DE MECANICA DE SUELO 6#4 6#3

100x80

8#3 7#3 8#4 4#3 4#3

64

P17

1043

23 23

4#3 2#3

100x80 100x80

4#3 5#3

18#4 20#4

Insuf.

1#3

2#5

20x40

6#3 8#3

( 120)

1#3

B61

100x80 100x80

R2 R5 h=40 h=40

64 P20

COMPACTADOS DE ACUERDO A ESTUDIO

Insuf.

1#3

2#4 3#4

P4

2#3 2#3

20x40

6#3 7#3

100

2.- NIVELES EN METROS 3.- CONCRETO f'c=300 kg/cm2. 4.- ACERO DE REFUERZO f'y=4200 kg/cm2.

R1 R3 h=40 h=40

5#4 6#4

8#5

1#3

P4 ( 80)

Viga 22

1.- DIMENSIONES EN CENTIMETROS

5.- TODOS LOS RELLENOS DEBERAN SER 100x80

15#4 14#3

64

NOTAS:

-24.00 NSL

R9 h=40

4#3

8#4 7#4

20#4 18#4

10#4

2#3 Insuf.

91

100

Viga 11

6#4

6#4

2#4 2#4

Insuf.

2#3

56.00 NSL

6#3 4#3

20x40 3#3 4#3 5#3

6#5 7#5 13#3 15#4

480

5#3

5#3

15#4 B62

Insuf.

40x2e#4c/12

928

80

20#4 19#4

19#4

8#4 7#3

14#4

8#5 9#5

10#8 L=590

8#8 L=1185

78x2e#2c/12

430

16#4

19#4

7#3 7#3

Insuf.

10#8 L=1200

43x2e#3c/10 90

30

0 15x2 21#4 21#4

15

20

6#3A.LATERAL L=1020

6#3A.LATERAL L=1020 10#8 L=590

Estribos

18#4

9#5 8#4 8#5

21#4 21#4

Insuf.

2#4 2#4

20

2#8 L=1185 2ªcapa

8#5

Insuf.

16#4 16#4

40 50: M1 P54 P54 ( 80) ( 90)

2 INFERIOR

2#3

1#3

( 120)

91x1e#2c/13 1171

2

21#4

3#4

3#3

3#5

Insuf.

3#5

76

76 30

Estribos Insuf.

20#4 Insuf. Insuf.

Insuf.

2#4

3#5

11

Insuf. 3#5

2#4 Insuf.

Insuf. Insuf.

3#5

x80 x80 100 100

7#8 L=465

5#3 L=1010 100x80

6#3

3#5

1#3 2#4 2#3 2#3

P20

6#8 L=425 2ªcapa

7#8 L=505 5#3 L=1010

30

80 80 100x 100x

2#3 L=90

1#3 L=1155

( 90)

6#4

5#8 L=505

15

30

P53 ( 80) P53

( 90) ( 120)

0 15x2

20 15x

P3 P3 ( 120) ( 80) ( 90)

7#5

2#3

3#4 3#4

3#4

2#3 L=1175

INFERIOR

P36 ( 80)

Insuf.

0

15

SUPERIOR

8#3 4#3

5#8 L=465

76

15x2

64

2019 5#8 L=425

( 120)

100x80 100x80

6#3

100

64 P19

P38

6#3

30

( 120)

6#3 15x20

Viga 19

2#4 L=620 20x30

P36

12#3

B6

1175 2#4 L=620

30

56.00 NSL

15x20

80

26 16

SUPERIOR

18

15x20

20

B5

15x20

15x20

15x20

15

014 Nivel 14 Replanteo Concreto: f'c=300 Aceros en losas: fy = 4200 Escala: 1:200

30

Despiece de Vigas Losa Azotea Replanteo Concreto: f'c=300 Aceros en losas: fy = 4200 Escala: 1:50

-006 Estacionamiento 6 Replanteo Concreto: f'c=300 Aceros en losas: fy = 4200 Escala: 1:100

8#5 8#3

10

10#3

80 0x

Insuf.

5#4 7#4

6#3 5#3 5#3

2#4

B7

6#3

Insuf. 5#3 5#3

11#3

10#3 6#3

4#3

30

6#3A.LATERAL L=895

Insuf. 6#3 6#3

32 8#3 Insuf.

14#5

11#4 9#3

3#3

100x 100x 80 80

4#3

INFERIOR

13#3

100x80

Insuf.

4#6 L=865 L7 h=20

Insuf.

6#4 5#4

5#6 L=920

6#3

4#3 2#3

23

7#3

6#4 13#3

100x 100x 80 80

7#5 3#4

Insuf.

Estribos

6#3

7#3 1#3

40

NOTA IMPORTANTE:

40

4#3

56.00 NSL

20#4

63x2e#2c/12 752

90

1#3

ESTÁ PENDIENTE EL NIVEL DE DESPLANTE DE LA CIMENTACION POR OTROS, DEBIDO A QUE LA CISTERNA INTERFIERE CON LA LOSA DE CIMENTACION, SE PROPONE SE BUSQUE UNA SOLUCION AL PROBLEMA.

2#3

P45

Insuf.

( 120)

10#3 19#4

Insuf.

P46

( 120)

10#4

R16 h=40

8#4

P8

( 120)

Insuf.

P8

( 80) ( 90)

5#3

20x20

6#3

14#4 P56

( 120)

100x 80

Insuf.

3#3

80 100x

B36

P49

( 120)

Insuf.

Insuf. 1#3

-24.00 NSL

Insuf. Insuf.

100x80

2#5

SIMBOLOGIA

8#3

Insuf.

100x80 6#4

5#3

3#3

2#3

18#3

100x80

L10 h=20

8#3

B0

A.B.

22#5

1#3

R18 h=40

B9

3#3

Marco

Insuf. 7#3

4#3

4#3

3#3

3#3

3#3

Insuf.

Insuf.

7#3

18#3

P42

20x30

4#3

20x30

5#3 P9

( 120)

100x80 100x80

REPETIR ARMADO A LO LARGO DE FLECHA

Despiece de Vigas Plantas Tipo Nivel 14 Replanteo Concreto: f'c=300 Aceros en losas: fy = 4200 Escala: 1:50

B26

B11

100x80 8#3

11#3

7#4 9#4

B14

12#4

Insuf.

20x30

20x30

12#5

12#4

B36 20x40 B37

Insuf. R7 h=40

B15

4#4

100x80

B17

NIVEL FOSO ELEVADOR

N.P.T.

NIVEL PISO TERMINADO

20x30

20x30

5#3

6#4

3#4

20x30

12#3

2#3

100x80

1#3

B18

20x30

R51 h=40

REFUERZO POR PUNZONAMIENTO N.F.E.

B16 20x40

20x40

1#3

ARMADO EN AMBOS SENTIDOS