A B C D E F G H

4.68 3.83 3.48 3.83 1.50 7.33 5.03

DETALLE DE CALZADURA Junta Sísmica DETALLE DE CALZADURA Junta Sísmica

12.50cm 12.50cm
8ø3/4" 2 46ø3/4" 2 20ø3/4" 2 20ø3/4" 2 34ø3/4"
10 SISMO X-X SISMO Y-Y
1 1 Z=0.35 U =1.00 Z=0.35 U =1.00

.50
P-1 Placa-3 P-4 P-4 P-4 S=1.15 Tp=0.6s Tl=2.0s S=1.15 Tp=0.6s Tl=2.0s

1.00

1.00

1.00
Placa-1 P-2 P-3

14ø3/4"
10
9ø3/4"

1.70
Sistema Estructural Sistema Estructural

(.40x1.00)

(.40x1.00)

(.40x1.00)
17ø3/4"
Sismorresistente : Sismorresistente :
DETALLE DE CALZADURA

2.05
2 2 2 2

17ø3/4"
Z-1

15ø3/4"

2.15
h=.80 Muros Estructurales Muros estructurales

2.40
2.50
NFZ=-2.60m Z-1
NFFZ=-2.90m Z-1
h=.80
h=.80 C =2.50 C =2.50
NFZ=-2.60m
1.45 NFZ=-2.60m Z-1
Z-1
h=.80
NFFZ=-2.90m Hn =30.65 m Hn =30.65 m
NFFZ=-2.90m h=.80
NFZ=-2.60m
NFZ=-2.60m
5.00 Ct =60 Ct =60
6.80 NFFZ=-2.90m
NFFZ=-2.90m
4 4 T =0.51 s T =0.51 s

4.93
2.85
2.90 R =6.0 R =6.0
1.00 Dúltimo nivel=17.06 cm Dúltimo nivel=12.20 cm
9
6.25

NPT. -1.10
NPT. -1.10
NPT. -1.10 drelativo =0.0059 drelativo =0.0044

.50
1.00 NPT. -1.10
Vdin = 355.73 Ton. Vdin = 393.32 Ton.
2 2 9 P-4 P-4 Vest = 535.61 Ton. Vest = 535.61 Ton.
25ø3/4"
Z-2
Z-2
Z-2
h=.80
CIMENTACIÓN fxx = 0.8Vest/Vdin = 1.36 fxx = 0.8Vest/Vdin = 1.23
h=.80
h=.80 NFZ=-3.60m 8 ESCALERA E-02
NFZ=-3.60m
Junta Sísmica NFFZ=-3.90m NFZ=-3.60m NFFZ=-3.90m

.45
NFFZ=-3.90m X
5.00cm 1

1ø3/4"@.15
8 2
9ø3/4" 1
1ø3/4"@.15 1ø3/4"@.10
1ø3/4"@.10
Cimiento
Corrido
VIGA VC-5

Placa-9
1ø3/4"@.10
1ø3/4"@.10
NPT. -1.10

4.90
8ø3/4"

2.60
1ø3/4"@.10

4.90
.15 ó .25
3 (.30x.60) (.30x.60)

Placa-8
P-1
Z-1 Y Placa-7 Y
1.45

h=.80 Placa-5 Placa-6

NFZ=-2.60m

.20
NFFZ=-2.90m
4.60
31ø3/4"

1.70
P-4
1 N.P.T.+0.15
7

(.40x1.00)
4
(.40x1.00)

.55

.50
SOBRECIMIENTO
2 2

(.40x1.00)

(.40x1.00)
Z-1 X 1 CONCRETO CICLOPEO 1:8+

.40
DETALLE DE CALZADURA

h=.80 Z-2 Z-2 CIMENTACIÓN 7 25% DE PIEDRA MEDIANA

NFZ=-2.60m h=.80 h=.80 ESCALERA E-01
P-4
NFFZ=-2.90m NFZ=-3.60m NFZ=-3.60m
7 .50 7
4.30
NFFZ=-3.90m NFFZ=-3.90m
3.60 6 ESCALERA E-01 5
NPT. -1.10
8.15
1.00 CIMIENTO

.50
P-4 P-4 CONCRETO CICLOPEO 1:10+

.80
6.20

30% DE PIEDRA GRANDE

6 5
NPT. -1.10 NPT. -1.10

4.93
20ø3/4" NPT. -1.10
20ø3/4"

.30
46ø3/4"
34ø3/4"

8ø3/4"
Ver Planta

17ø3/4"
Z-1
DETALLE

14ø3/4"
VIGA VC-1

VIGA VC-2

VIGA VC-3
2.15

h=.80

2.50

2.40
17ø3/4"

NFZ=-2.60m
CIMIENTO

VIGA VC-4
2 2 2 2
9ø3/4"

NFFZ=-2.90m

2.05
15ø3/4"

Z-1 Z-1 Z-1 Z-1 CORRIDO

1.70

h=.80 h=.80 h=.80 h=.80 3

1.00

1.00

1.00
NFZ=-2.60m NFZ=-2.60m NFZ=-2.60m NFZ=-2.60m
P-1 NFFZ=-2.90m Placa-2 NFFZ=-2.90m P-2 NFFZ=-2.90m P-3 NFFZ=-2.90m Placa-4 P-4 P-4 P-4

.50
4 5
1.45 2 6.80 2 2.90 2 2.85 2 5.00 3
Junta Sísmica DETALLE DE CALZADURA Junta Sísmica DETALLE DE CALZADURA ESPECIFICACIONES GENERALES
12.50cm 12.50cm
f 'c=280 kg/cm² a los 28 Días (Del Semisotano al 4to
Nivel)
4.68 3.83 3.48 3.83 1.50 7.33 5.03 f 'c=210 kg/cm² a los 28 Días (Del 5to Nivel a la
A B C D E F G H Azotea)
f 'c=100 kg/cm² a los 28 Días (Concreto ciclópeo -
cimientos corridos)
=
0.6
0m
.
CIMENTACIÓN EXISTENTE f 'c=140 kg/cm² a los 28 Días (Concreto simple -
n. 1ø3/8"@.20
mí
A nc
ho
N.P.T. +1.50 1ø3/8"@.20 sobrecimientos)
f y=4200 kg/cm²

.10
L ESPECIFICICACIONES GENERALES S/C= indicadas
.80@1.00 .80@1.00 .80@1.00
DE CALZADURAS RECUBRIMIENTOS
Columnas - Vigas peraltadas =4.00cm
Aligerado - Losas - Vigas chatas =2.00cm
1. EL CONCRETO DE LAS CALZADURAS TENDRA UNA RESISTENCIA MINIMA f'c=80 kg/cm2,
1:12+ 30% DE PIEDRA GRANDE.
DETALLE DE RAMPA Columnetas de Confinamiento =2.50cm
2. EL PROCEDIMIENTO PARA LA CONSTRUCCION DE LAS CALZADURAS CONSISTIRA EN LA
EN RELLENO Vigas de Cimentación c/Encofrado =4.00cm
1 4 2 5 3 Zapatas =7.50cm
.90

EXCAVACION DE FRANJAS HORIZONTALES EN FORMA DE PAÑOS ALTERNADOS Y EL

ESPECIFICACIONES PARA MUROS DE LADRILLO
LLENADO DE LA ZONA EXCAVADA CON EL CONCRETO ESPECIFICADO. SOLO CUANDO Nv.+0.00
EL CONCRETO HAYA ALCANZADO UNA RESISTENCIA DE 65 Kg/cm2 SE PODRA f 'm=65 kg/cm²
EXCAVAR EL PAÑO ADYACENTE. LAS FRANJAS DE FILAS CONSECUTIVAS ESTARAN Unidad de albañilería: Tipo Mecanizado
TRASLAPADAS SEGUN SE MUESTRA EN LAS ELEVACIONES. LOS VEINTE CENTIMETROS Tipo de mortero =1:4 (Cemento:Arena)
SUPERIORES DE CADA VACIADO SE LLENARAN CON GROUT EXPANSIVO. NORMAS UTILIZADAS
E.020 CARGAS

1.00
CIMIENTO EXISTENTE
6 9 7 10 8 11
3. AL CONCLUIR EL VACIADO DE LOS DADOS EN TODA LA LONGITUD DEL MURO, SE
.90

E.030 DISEÑO SISMORESISTENTE

PROCEDE BAJO EL MISMO SISTEMA EN UNA ALTURA SEGUN LO INDICADO EN EL
CORTE Y ASI SUCESIVAMENTE HASTA COMPLETAR LA ALTURA DEL MURO INCLUYENDO
.70 E.050 SUELOS Y CIMENTACIONES
N.P.T. -1.10
LA ZAPATA. E.060 CONCRETO ARMADO
CIMIENTO E.070 ALBAÑILERÍA
CONCRETO CICLOPEO
4. LAS CALZADURAS SON PARTE DEL PROCESO CONSTRUCTIVO DE LA EDIFICACION Y (f'c=80 Kg/cm²) 1:12+
POR TANTO, RESPONSABILIDAD DEL CONTRATISTA (NTE E.050 SUELOS Y 30% DE PIEDRA GRANDE

.90
CIMENTACIONES) . EN CONSECUENCIA:
.90

PROYECTO:
12 15 13 16 14 .30 EDIFICIO MULTIFAMILIAR
- EL CONTRATISTA DEBERA ESTABLECER LA SECUENCIA GLOBAL DE EXCAVACIONES, LA
E
BL
RIA UBICACION Y FORMA DE LA RAMPA DE ACCESO.
VA PROPIETARIO: CONSTRUCTORA
- EL CONTRATISTA DEBERA EFECTUAR UN CONTROL PERMANENTE Y MINUCIOSO DE LA
CIMIENTO ALVERA E.I.R.L.
CONCRETO CICLOPEO

.90
SUPERFICIE DE LA CALZADURA (VERTICALIDAD, CONTINUIDAD HORIZONTAL, ETC) (f'c=80 Kg/cm²) 1:12+ UBICACION:
30% DE PIEDRA GRANDE URB. LA MARINA MZ. D LOTE 5
Vaciar concreto a CAYMA - AREQUIPA
los 3 dias de - EL CONTRATISTA DEBERA TOMAR LAS MEDIDAS DE SEGURIDAD NECESARIAS DE
vaciado el bloque PLANO: FECHA:
ACUERDO A LAS CONDICIONES PARTICULARES DE LA OBRA (HUMEDAD POR LLUVIAS CIMENTACIÓN
adyacente. 1.00 FEB 2022
Y/O FILTRACIONES, CARGAS INUSUALMENTE ALTAS, ETC.), DEBIENDO POR EJEMPLO
1.00

DETALLE DE CALZADURA DISPONER EL APUNTALAMIENTO NECESARIO. PROYECTISTA:

Ing. Marco A. Sanchez Zapata
REVISION:
ING. Jorge Rosas Espinoza
E-1
Reg. CIP Nº 107799 Reg. CIP Nº 133352
 N.P.T. +1.50 Rampa N.N.T. +0.00 N.N.T. +0.00
.20
.20 .20 .20

.20
.20
N.P.T. -1.10 N.N.T. +0.00 .20 .20
.25 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
.20
.20 Rampa Rampa
1ø3/8"@.20 (Variable) (Variable)

1.10

1.10

1.10
1ø3/8"@.20 Gradas 1ø3/8"@.20
Escalera 02
.20 Rampa Rampa
Rampa 1ø3/8"@.20 1ø3/8"@.20
(Variable) 1ø3/8"@.20 1ø3/8"@.20

1.10

1.40
1ø3/8"@.20

1.50
N.P.T. -1.10 N.P.T. -1.10 N.P.T. -1.10 N.P.T. -1.10
1ø3/8"@.20

VARIABLE
Variable
1ø3/8"@.20
1.70

N.P.T. -1.10
N.N.T. +0.00

2.40
N.P.T. +0.10 N.P.T. +0.10

.90

.90

.90
N.N.T. +0.00
1ø3/8"@.20
1ø3/8"@.20
1ø3/8"@.20

.90

.60

.60
1ø3/8"@.20

.60
N.P.T. -1.10
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
.80

.60

.60

.60
N.P.T. -1.10

.45

.45
Ver acero de N.F.Z. -2.60 N.F.Z. -2.60 N.F.Z. -2.60
Zapata N.F.Z. -0.95 N.F.Z. -0.95

.45
N.F.Z. -1.05

.90
.60
FALSO CIMIENTO FALSO CIMIENTO FALSO CIMIENTO
N.F.Z. -3.60 N.F.F.Z. -2.90 CONCRETO CICLOPEO N.F.F.Z. -2.90 CONCRETO CICLOPEO N.F.F.Z. -2.90 CONCRETO CICLOPEO FALSO CIMIENTO FALSO CIMIENTO

.30

.30

.30
N.F.Z. -2.60 CONCRETO CICLOPEO N.F.F.Z. -1.25 CONCRETO CICLOPEO N.F.F.Z. -1.25

.30

.30
FALSO CIMIENTO
N.F.F.Z. -1.35 CONCRETO CICLOPEO

.30
FALSO CIMIENTO N.F.F.Z. -3.90 .50 .50 .50
.30

FALSO CIMIENTO
.90

CONCRETO CICLOPEO CONCRETO CICLOPEO N.F.F.Z. -2.90 .45 .50

.30
.50
1ø3/4"@.20
Ver Planta
.50 CORTE 5-5 CORTE 6-6 CORTE 7-7 CORTE 8-8 CORTE 9-9 CORTE 10-10

.60
1ø1/2"@.20
N.F.Z. -2.60
CORTE 1 - 1 1ø3/4"@.20 CORTE 3-3 N.P.T. +0.10 m
.60

FALSO CIMIENTO 1.45

1ø1/2"@.20 N.F.F.Z. -2.90

.30
CONCRETO CICLOPEO
1ø3/8"@.20 Viga V-15
N.F.Z. -2.60

.25
1.00 1ø3/8"@.20
FALSO CIMIENTO .40
N.F.F.Z. -2.90
.30

CORTE 4-4

s/cuadro
CONCRETO CICLOPEO
0

Rto.
.25 .4
.25

.177
1.00

.15
l
de

.1
% o Muro de 1ø3/8"@.20

0
5
CORTE 2-2 ø
n a
l 9 cad
r a odifi
m
Contencion
.25
lle r M 0c

.1
Re cto de 3

8@.10
N.P.T. -1.10 m

1@.05

5
Z-2 o
Pr pas
1ø3/8"@.20
1.20
ESCALERA E-03
h=.80
Ca Placa 7
ESCALERA E-01

.05
NFZ=-3.60m 0
.4
TRAMO 2°,4°,6°,8°,10°,12°
s/cuadro

.40
NFFZ=-3.90m N.P.T. -1.10
Rto.

Sobre Relleno 1ø3/8"@.20

.40
s/c = 300 kg/m².
.40
s/c = 300 kg/m².
ø
ø b .25
8@.10
1@.05

N.P.T. +1.50
Z-1 1.40
h=.80 1.20
.05

Placa 7 1ø3/8"@.20
NFZ=-2.60m N.P.T. -1.10 Muro de

@.10
1.70
NFFZ=-2.90m
Contencion 1ø3/8"@.20
.40
Re
Pr llen .4
0 .25
Ca octo ar a
@.10

pa r M l 9 .25
.70

.177
s d o 5%

0
.05

e difi

.175
.1
ø b a 30 ca de

.05
cm do l 1ø3/8"@.20 1ø3/8"@.20

DETALLE DE ZAPATAS

5
.1
ESCALERA E-02
.05

N.P.T. +0.10 m 1.20

Z-2 Viga V-15

.05
@.10

Sobre Relleno .4
.70

@.10
ESCALERA E-03
.80

.70
.80
s/c = 300 kg/m².
.08

.40
.40

.08
.25(Típico)
.08
N.F.Z. -2.60
.25(Típico) N.F.Z. -3.60 TRAMO 1°,3°,5°,7°,9°,11° 1ø3/8"@.20
a .08
FALSO CIMIENTO
N.F.F.Z. -2.90 FALSO CIMIENTO .40 s/c = 300 kg/m².
.30

CONCRETO CICLOPEO 1:12+

N.F.F.Z. -3.90

.30
CONCRETO CICLOPEO 1:12+
DETALLE DE ZAPATAS 30% DE PIEDRA GRANDE f'c=110kg/cm2

Ver Planta
30% DE PIEDRA GRANDE f'c=110kg/cm2

Z-1 Ver Planta

DETALLES DE ESCALERAS

.60 N.P.T. -1.10 N.P.T. -1.10 2.00 N.P.T. -1.10 .60 N.P.T. -1.10 N.P.T. -1.10

5ø1" 4ø1" 4ø1" 5ø1"

.40

.40
1 2 2 1

.90
.70

2.25 2.25

1ø1/2" 1ø1/2"
2ø1/2" 2ø1/2"

1.00

1.00
1ø1/2" 1ø1/2"
2ø1/2" 2ø1/2"
.80

.80
N.F.VC. -2.50 N.F.VC. -2.50

1ø3/4" 1ø3/4"
.40 .40
2ø1"+2ø3/4" 2ø1"+2ø3/4"
.10

.10

.10
.10

1 2 2 1
.30

11ø1"+2ø3/4" 6ø1"+2ø3/4"
ø3/8": 1@.05,14@.10,6@.15,Rto.@.20 ø3/8": 1@.05,14@.10,6@.15,Rto.@.20 +4ø1/2" +4ø1/2"
2.15 1.90 4.60 1.95 2.15 CORTE 1 - 1 CORTE 2 - 2

VIGA VC-1(.40x1.00)
PROYECTO:
L/3 L/3 L/3
VALORES DE m EDIFICIO MULTIFAMILIAR
m ø e
Refuerzo Refuerzo superior

m
ø
inferior
H cualquiera H<30 H>=30 3/8" .20 PROPIETARIO: CONSTRUCTORA
H

e
ALVERA E.I.R.L.
.15

3/8" .40 .40 .45

.15

1/2" .30
1/2" .40 .40 .45

e
L/4 L/4 L/4 L/4 .05 UBICACION: URB. LA MARINA MZ. D LOTE 5
5/8" .50 .45 .60 5/8" .35
3/4" .65 .50 .70 CAYMA - AREQUIPA
CHATAS .05
3/4" .40
PLANO: FECHA:
EMPALMES TRASLAPADOS PARA PERALTADAS 1" .55 DETALLES DE CIMENTACION 01 FEB 2022

VIGAS, LOSAS Y ALIGERADOS PROYECTISTA: REVISION:

ANCLAJE DE VIGAS Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-2
 .60 N.P.T. -1.10 N.P.T. -1.10 1.75 N.P.T. -1.10 .60 N.P.T. -1.10 N.P.T. -1.10 N.P.T. -1.10

4ø1" 4ø1"

.40

.40

.40
5ø1" 1 2 3 3 2 1 5ø1"
.70

2.25 2.25

1ø1/2" 1ø1/2" 1ø1/2"

2ø1/2" 2ø1/2"

1.00

1.00
1ø1/2" 1ø1/2" 1ø1/2"
2ø1/2" 2ø1/2"
.80

N.F.VC. -2.50 N.F.VC. -2.50

2.10
1 1ø3/4" 1ø3/4"
1 2 2 .40 .40 1ø3/4"
2ø1"+2ø3/4" 2ø1"+2ø3/4"

.10

.10
.30

11ø1"+2ø3/4" 6ø1"+2ø3/4"
+4ø1/2" +4ø1/2" 1ø1/2"
2.87
2ø1/2" 2ø1/2" CORTE 1 - 1 CORTE 2 - 2
2.98

.50

.50
4ø3/4"
N.F.VC. -3.60
.50 .50

.50

.50
1ø3/4"
3 3 .40

6ø1"+6ø3/4"
5.90
+6ø1/2"
ø3/8": 1@.05,14@.10,Rto.@.15
CORTE 3 - 3
ø3/8": 1@.05,14@.10,Rto.@.15

VIGA VC-2(.40x1.00)

.50 N.P.T. -1.10 N.P.T. -1.10 .25 .25 N.P.T. -1.10 .50 N.P.T. -1.10 N.P.T. -1.10 N.P.T. -1.10 N.P.T. -1.10

4ø1" 4ø1"

.40

.40

.40

.40
2ø1" 1 2 3 3 2 4 3ø1"
.70

2.25 2.20

2ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2"

2ø1/2"

1.00

1.00

1.00
2ø1/2" 2ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2"
.80

N.F.VC. -2.50 N.F.VC. -2.50 N.F.VC. -2.50

2.10
1ø3/4" 1ø3/4" 1ø3/4"
1 2 2 4 .40 .40 1ø3/4" .40
2ø1"+2ø3/4" 2ø1"+2ø3/4"
.10

.10
.30

8ø1"+2ø3/4" 6ø1"+2ø3/4" 9ø1"+2ø3/4"

+4ø1/2" +4ø1/2" 1ø1/2"
+4ø1/2"
2ø1/2" 2ø1/2" CORTE 1 - 1 CORTE 2 - 2 CORTE 4 - 4
2.87 2.98
.50

.50
4ø3/4"
N.F.VC. -3.60
.50 4ø3/4" 4ø3/4" .50
.50

.50
1ø3/4"
3 3 .40

6ø1"+6ø3/4"
5.90 +6ø1/2"
ø3/8": 1@.05,14@.10,Rto.@.15
CORTE 3 - 3
ø3/8": 1@.05,14@.10,Rto.@.15
VIGA VC-3(.40x1.00)

N.P.T. -1.10

.40
.50 N.P.T. -1.10 .50 N.P.T. -1.10 N.P.T. -1.10 .30 N.P.T. -1.10 N.P.T. -1.10 N.P.T. -1.10

1ø1/2"
.70

1.00
.80

.80
1ø1/2"

1.00
1 2 2 3
2ø3/4" 3ø3/4" 3ø3/4"
.60 N.F.VC. -2.50

1ø1/2"
1ø1/2" 1ø1/2" .40
2ø1/2" 2ø1/2"
.80

.60

.60
18ø1"+4ø1/2"
N.F.VC. -2.50 N.F.VC. -2.50

.30 .30 ø3/8": 1@.05,14@.10,Rto.@.15

1 3ø3/4" 2 2 3ø3/4"
.10

1ø1/2"
.30

8ø3/4"+2ø1/2" 6ø3/4"+2ø1/2"
VIGA VC-4

1.50
2ø1/2"
.90

1.70 1.30 3.60 2.80 CORTE 1 - 1 CORTE 2 - 2 1ø1/2"

ø3/8": 1@.05,12@.10,Rto.@.15 ø3/8": 1@.05,12@.10,6@.15,Rto.@.20 2ø1/2" (.40x1.00)

VIGA VC-5(.30x.60) N.F.VC. -3.60
.50 3ø3/4"
.50

3 .30

9ø3/4"+6ø1/2"
Ver planta
CORTE 3 - 3

PROYECTO:
EDIFICIO MULTIFAMILIAR

PROPIETARIO: CONSTRUCTORA
ALVERA E.I.R.L.
UBICACION: URB. LA MARINA MZ. D LOTE 5
CAYMA - AREQUIPA
PLANO: FECHA:
DETALLES DE CIMENTACION 02 FEB 2022
PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-3
 DETALLE DE PLACAS
CUADRO DE COLUMNAS 10ø3/4"+4ø1" 4ø3/4"+4ø1"

Rto. s/cuadro
1ø1" 2ø3/8"@.20 2ø3/8"@.20
1ø1"

NIVEL P-1 P-2 P-3 P-4

10ø3/4"+4ø1"
2ø3/8"@.20
1ø1/2"@.15
4ø3/4"+4ø1"
2ø3/8"@.20
1ø1"
1ø3/8"@.20
.30

.25
1ø1"

.60
.25x.50 .30x.60 .25x.50 .50 3.40 .30 3.40

.50

.20
4ø3/4"+4ø5/8" 4ø3/4"+6ø5/8" 8ø5/8" .25 .25
Semisótano

.50
2[]ø3/8"@.20 2[]ø3/8"@.20 2[]ø3/8"@.20

.60

1@.05,
8@.10
1ø1"

.10
3.40 .50 3.40 .30
(I) (II) (III) 1ø1"

.25
1ø1/2"@.15

.05
1ø3/8"@.20

a/6
PLACA-1 PLACA-2 LONGITUD DE EMPALME (l)

1@.05,
8@.10
1ø1"

.05
.30
.30x.60 .25x.50 .15x.25 1ø1" ø3/4" .70
Semisotano @ 2do Nivel Semisotano @ 2do Nivel
1° 4ø3/4"+6ø5/8" 8ø5/8" 4ø3/8"

2/3a
f 'c=280 kg/cm² ø5/8"

.20
f 'c=280 kg/cm² .60

l
2[]ø3/8"@.20 2[]ø3/8"@.20 1[]ø1/4"@.20
10ø3/4"+4ø1" 4ø3/4"+4ø1"

.10
(II) (III) (IV) 1ø1" 2ø3/8"@.20 2ø3/8"@.20 ø1/2" .50
1ø1"

.05

Rto. s/cuadro
10ø3/4"+4ø1" .30

1@.05,
4ø3/4"+4ø1"

8@.10

a/6
ø1" 1.00
.30x.60 .25x.50 2ø3/8"@.20 2ø3/8"@.20 1ø3/8"@.20
1ø3/8"@.10 1ø1"

.25
1ø1"

2°

.60
.50 3.40 .30 3.40
4ø3/4"+6ø5/8" 8ø5/8"

.50
2[]ø3/8"@.20 2[]ø3/8"@.20
(II) (III)

.50
.60
1ø1"
3.40 1ø1" .50 3.40 .30
REMATE DE EMPALMAR EN DIFERENTES

.25
1ø3/8"@.20
1ø3/8"@.20

Rto. s/cuadro
PARTES TRATANDO DE HACER
.30x.60 .25x.50
PLACA-1 .30
1ø1" COLUMNAS LOS EMPALMES FUERA DE LA
ZONA DE CONFINAMIENTO

3° 10ø5/8"
2[]ø3/8"@.20
(II)
8ø5/8"
2[]ø3/8"@.20
(III)
1ø1"
3er Nivel @ 4to Nivel
f 'c=280 kg/cm²
10ø3/4"+4ø1"
PLACA-2
3er Nivel @ 4to Nivel
4ø3/4"+4ø1"
ESC:1/25
DETALLE DE EMPALME DE
f 'c=280 kg/cm² ENCUENTRO
.30x.60 .25x.50
1ø1" 2ø3/8"@.20 2ø3/8"@.20
1ø1" COLUMNAS
10ø3/4"+4ø1" 4ø3/4"+4ø1" .30 DE COLUMNAS
4° 10ø5/8" 8ø5/8" 2ø3/8"@.20
1ø3/8"@.20 2ø3/8"@.20 1ø1" 1ø3/8"@.20
ESC:1/25

.25
2[]ø3/8"@.20 2[]ø3/8"@.20 1ø1"

.60
.50 3.40 .30 3.40

.50
(II) (III)

.50
.60
1ø1"
.30x.60 .25x.50 3.40 1ø1" .50 3.40 .30

.25
1ø3/8"@.20
1ø3/8"@.20

5° 10ø5/8"
2[]ø3/8"@.20
(II)
8ø5/8"
2[]ø3/8"@.20
(III) 1ø1"
PLACA-1
5to Nivel @ Azotea
.30
1ø1"

PLACA-2
f 'c=210 kg/cm² 5to Nivel @ Azotea
.30x.60 .25x.50
f 'c=210 kg/cm²

6° 10ø5/8" 8ø5/8" 1ø3/4"

2[]ø3/8"@.20 2[]ø3/8"@.20 .50 .50 .50

(II) (III) 6ø1"+4ø3/4"

4ø1"+6ø3/4" 10ø3/4"

.40

.40

.40
2ø3/8"@.20
2ø3/8"@.20 2ø3/8"@.20
6ø3/4" 10ø3/4"
.30x.60 .25x.50 1ø1"
1ø3/8"@.20 1ø1/2"@.10 2ø3/8"@.20

7° 10ø5/8"
2[]ø3/8"@.20
8ø5/8"
2[]ø3/8"@.20
.40 1.83 .40
1ø1/2"@.15
.25

(II) (III) 1ø1/2"@.15 1ø3/8"@.15 1ø3/8"@.20

.60
2.23

.60

2.00

2.00

2.00
1.20

1.20

1.20
2.23

.25
.30x.60 .25x.50 1ø3/8"@.20
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
.40 1.83 .40

8° 10ø5/8"
2[]ø3/8"@.20
(II)
8ø5/8"
2[]ø3/8"@.20
(III)
PLACA-3
Semisotano @ 2do Nivel
6ø3/4"
1ø3/8"@.20

PLACA-4
1ø3/8"@.20 10ø3/4"
2ø3/8"@.20

f 'c=280 kg/cm² 6ø1"+4ø3/4" 4ø1"+6ø3/4" 10ø3/4"

Semisotano @ 2do Nivel

.40

.40

.40
.30x.60 .25x.50 2ø3/8"@.20 2ø3/8"@.20 2ø3/8"@.20

f 'c=280 kg/cm²
9° 10ø5/8"
2[]ø3/8"@.20
(II)
8ø5/8"
2[]ø3/8"@.20
(III) 6ø3/4"+4ø5/8"
1ø3/4"
.50
1ø1"
.50
1ø3/4"
.50

PLACA-5 PLACA-5 PLACA-5

2ø3/8"@.20
2ø5/8"+4ø3/4" 6ø3/4"+4ø5/8" 1ø5/8"
1ø3/8"@.20 2ø3/8"@.20 2ø5/8"+4ø3/4"
.30x.60 .25x.50 1ø3/8"@.10
1ø5/8" 1ø3/8"@.20 1ø3/8"@.20
Semisotano @ 2do Nivel 3er Nivel @ 4to Nivel 5to Nivel @ Azotea
10°
.40 1.83 .40 1ø5/8"
1ø5/8"
10ø5/8" 8ø5/8"

.60
2.23
2[]ø3/8"@.20 2[]ø3/8"@.20 f 'c=280 kg/cm² f 'c=280 kg/cm² f 'c=210 kg/cm²
.25

.25
(II) (III)
.60

2.23
.40 1.83 .40
1ø3/8"@.20
.30x.60 .25x.50 1ø3/8"@.20

Azotea
10ø5/8"
2[]ø3/8"@.20
8ø5/8"
2[]ø3/8"@.20
PLACA-3 PLACA-4 .30 .30 .30
1ø5/8"

(II) (III) 3er Nivel @ 4to Nivel 7ø3/4" 7ø3/4" 4ø3/4"+3ø5/8"

.40

.40

.40
f 'c=280 kg/cm² 3er Nivel @ 4to Nivel 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20

f 'c=280 kg/cm²
Notas: Para el trazo de cimentación ver plano de 1ø1/2"@.15 1ø3/8"@.15 1ø3/8"@.20
Arquitectura
10ø5/8"
Los números entre paréntesis indican la forma de

1.75

1.75

1.75
2ø3/8"@.20

.95

.95

.95
distribución de fierros y estribos en columnas en la 2ø5/8"+4ø3/4" 6ø3/4"+4ø5/8" 6ø5/8" 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
1ø3/8"@.20 2ø3/8"@.20 1ø3/8"@.20
zona central de la columna. 1ø5/8"
1ø3/8"@.20 1ø3/8"@.20

.60
.40 1.83 .40 2.23
Ver confinamiento de estribos en detalles: Anclaje, 1ø5/8"
1ø5/8"
.25
.25

Refuerzo Transversal y Remate de columnas. 7ø3/4" 7ø3/4" 4ø3/4"+3ø5/8"

.40

.40

.40
.60

2.23 .40 1.83 .40 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20

1ø3/8"@.20 1ø3/8"@.20
.30 .30 .30

PLACA-3 PLACA-4
DETALLE DE COLUMNAS 5to Nivel @ Azotea 5to Nivel @ Azotea PLACA-6 PLACA-6 PLACA-6
f 'c=210 kg/cm² f 'c=210 kg/cm² 3er Nivel @ 4to Nivel 5to Nivel @ Azotea
1ø3/4" Semisotano @ 2do Nivel
f 'c=280 kg/cm² f 'c=280 kg/cm² f 'c=210 kg/cm²
.15

10ø 10ø
.60

.60

.25

4ø
.50

.50

ESPECIFICADO

8ø 8ø
ø r a PROYECTO:
(IV) 1/4" 2cm 8cm EDIFICIO MULTIFAMILIAR
.25 1ø3/4" .30 .30 .25
ø DE VIGA O COLUMNA 3/8" 3cm 13cm
(I) (II) (II) (III) PROPIETARIO: CONSTRUCTORA
ALVERA E.I.R.L.
Del semisotano Del 3er Nivel DETALLE DOBLADO
a

PLANO: UBICACION: URB. LA MARINA MZ. D LOTE 5

@ 2do Nivel
r

@ Azotea ESPECIFICADO
ESTRIBOS EN CAYMA - AREQUIPA
PLANO:
COLUMNAS O VIGAS DETALLE DE PLACAS 01
FECHA:
FEB 2022
PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-4
 1ø1/2"@.10 1ø3/8"@.10 1ø3/8"@.20
1ø5/8"
1.00 .40 1ø3/4" 1.00 .40 1.00 .40

.25

.25

.25
10ø3/4" 4ø3/4"+6ø5/8" 10ø5/8"
2ø3/8"@.20 2ø3/8"@.20 2ø3/8"@.20

.76
.76

.76
.85 .40 .85 .40 .85 .40
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
ANEXO 1

ESPECIFICADO
6ø3/4" 4ø3/4"+2ø5/8" 6ø5/8"
FORMATO OBLIGATORIO DE LA HOJA DE RESUMEN DE LAS

.55
.55

.55
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
CONDICIONES DE CIMENTACION.
ø DE VIGA O COLUMNA
CONSTRUCTORA ALVERA E.I.R.L.
1ø1/2"@.10 1ø3/8"@.10 1ø3/8"@.20
ESTUDIO DE MECANICA DE SUELOS PARA DISEÑO DE
CIMENTACION

a
PLANO:
Edificio Multifamiliar

r
1.55

1.43

1.55

1.43

1.55

1.43
ESPECIFICADO
Urbanizacion La Marina Mz. D Lote 5
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 Distrito de Cayma - Provincia de Arequipa - Departamento de
Arequipa
De conf ormidad con la Norma Tecnica E.050 "Suelos y
Cimentaciones" la siguiente informacion debera transcribirse
1ø3/4" ø r a
literalmente en los planos de cimentacion. esta informacion no
6ø3/4" 4ø3/4"+2ø5/8" 6ø5/8" 1/4" 2cm 8cm
.55

.55

.55
es limitativa, debera cumplir con todo lo especificado en el
1ø1/2"@.10
1ø3/8"@.20
1ø3/8"@.10
1ø3/8"@.20
1ø3/8"@.20
1ø3/8"@.20
3/8" 3cm 13cm
.85 .40 .85 .40 .85 .40 presente estudio de Mecania de Suelos(EMS) y con el
.76

.76

.76
10ø3/4" 4ø3/4"+6ø5/8" 10ø5/8"
Reglamento nacional de Edificafiones (RNE)
DETALLE DOBLADO
2ø3/8"@.20 2ø3/8"@.20 2ø3/8"@.20
.25

.25

.25
RESUMEN DE LAS CONDICIONES DE CIMENTACION
1.00 .40 1.00 .40 1.00 .40
1ø3/8"@.20 1ø3/8"@.20 1ø5/8" 1ø3/8"@.20
ESTRIBOS EN Profesional Responsable(PR):Ruben F. Gamarra Tuco Ing. Civil
CIP:83003
COLUMNAS O VIGAS TIPO DE CIMENTACION: Superficial - Zapata rectangular
PLACA-7 PLACA-7 PLACA-7 ESTRATO DE APOYO DE LA CIMENTACION: Estrato II
Semisotano @ 2do Nivel 3er Nivel @ 4to Nivel 5to Nivel @ Azotea PROFUNIDAD DE LA NAPA FREATICA: No presenta napa freatica
f 'c=280 kg/cm² f 'c=280 kg/cm² f 'c=210 kg/cm² Fecha: Diciembre de 2021
PARAMETROS DE DISEÑO DE LA CIMENTACION
- Profundidad de cimentacion: 1.10m (respecto al nivel del
semisotano)
- Presion Admisible: 3.31 kg/cm2 Mín
.40 1ø5/8" .40 1ø5/8" .40 E F G - Factor de Seguridad por corte: 3
8ø3/4" 4ø3/4"+4ø5/8" 4ø3/4"+4ø5/8" 1.50 7.33
- Asentamiento Diferencial Maximo aceptable:0.80 cm
.40

.40

.40

1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20

X Parametros sismicos del Suelo
- Zona Sismica : 3(Z3=0.35)
2 2 - Tipo de Perfil del suelo : S2
- Factor del Suelo : 1.15
1ø3/8"@.175 1ø3/8"@.175 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20
- Periodo TP(s) : 0.6
1ø3/8"@.20 1ø3/8"@.20 - Periodo TL(s) : 2
AGRESIVIDAD DEL SUELO A LA CIMENTACION No presenta

2.60

2.60
NPT. -1.10

1ø3/8"@.20
1ø3/8"@.20
PROBLEMAS ESPECIALES DE CIMENTACION
2.10

2.90

2.10

2.90

2.10

2.90

Y Y Licuacion: No presenta
Colapso: No presenta
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 Expansion: No presenta
4 4
Indicaciones Adicionales: No presenta
X

1ø5/8" 1ø5/8" 1.50 7.33

8ø3/4" 4ø3/4"+4ø5/8" 4ø3/4"+4ø5/8"

E F G
.40

.40

.40

1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20

.25 N.P.T. -1.10 2.40 .25

.40 .40 .40

ENCOFRADO CISTERNA

.20
PLACA-8 PLACA-8 PLACA-8 S/C = 200 kg/m². 1ø3/8"@.20 1ø3/8"@.20
3er Nivel @ 4to Nivel 5to Nivel @ Azotea
f 'c=280 kg/cm² f 'c=280 kg/cm² f 'c=210 kg/cm²

Semisotano @ 2do Nivel

1.50
1ø3/4" 1ø1" 1ø3/8"@.20 1ø3/8"@.20
.50 .50 .50 .25 6.30 .40
Tarrajeado con
6ø1"+4ø3/4" 4ø1"+6ø3/4" 10ø3/4"
.10 Impermeabilizante .10
.40

.40

.40

2ø3/8"@.20 2ø3/8"@.20 2ø3/8"@.20 1ø3/8"@.20

.10

.10
.20
N.P.T. -1.10

1ø3/8"@.20
.20

.60
1ø1/2"@.20 1ø1/2"@.20
N.F.Z. -3.60
.40

FALSO CIMIENTO FALSO CIMIENTO

N.F.F.Z. -3.90

.30
CONCRETO CICLOPEO CONCRETO CICLOPEO
2.10

2.90

2.10

2.90

2.10

2.90

1.50

.70 .70
1ø1/2"@.15 1ø1/2"@.15 1ø1/2"@.15

CORTE X - X
Tarrajeado con
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 Impermeabilizante
.10 .10
1ø3/8"@.20

1ø3/4" 1ø1"
.10

.10
.20

PROYECTO:
1ø3/8"@.20
EDIFICIO MULTIFAMILIAR
6ø1"+4ø3/4" 4ø1"+6ø3/4" 10ø3/4" Ver acero de
.40

.40

.40

Zapata
2ø3/8"@.20 2ø3/8"@.20 2ø3/8"@.20 PROPIETARIO: CONSTRUCTORA
.60

.50 .50 .50

N.F.Z. -3.60 ALVERA E.I.R.L.
UBICACION: URB. LA MARINA MZ. D LOTE 5
FALSO CIMIENTO FALSO CIMIENTO N.F.F.Z. -3.90
.30

PLACA-9 PLACA-9 PLACA-9 CONCRETO CICLOPEO CONCRETO CICLOPEO CAYMA - AREQUIPA

Ver Planta Ver Planta
PLANO: FECHA:
Semisotano @ 2do Nivel 3er Nivel @ 4to Nivel 5to Nivel @ Azotea DETALLE DE PLACAS 02 FEB 2022
f 'c=280 kg/cm² f 'c=280 kg/cm² f 'c=210 kg/cm² CORTE Y - Y PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-5
 1ø1/4"@.25

.05
.15
A B C D E F G H .10 .30 .10

4.68 3.83 3.48 3.83 1.50 7.33 5.03

Junta Sísmica Junta Sísmica

DETALLE ALIGERADO
12.50cm
5
12.50cm
5 h=.20m

1ø3/8"@.20m
1 1 ESC:1/25

(1.00x.20)
1ø3/8"
1ø3/8"
1ø3/8"
5 5

.50
.55

.55

.70
(.25x.20)

(.25x.60)
(.30x.60)
(.50x.60)

1ø1/2"@.20m
1ø3/8"

.20
Losa Maciza
1.20

1ø3/8"

1ø3/8"
1ø3/8"@.20m h=20cm
.25
1ø3/8"@.20m .25 1.00
5 5

1ø3/8"
14ø1/2"

.60
Junta Sísmica 3 3 1ø3/8" 1.20
@.20m 1ø3/8"
5.00cm @.20m
ø3/8": 1@.05,10@10,6@15,Rto.@.20

1ø1/2"

1ø1/2"
(.25x.40)

4.93
VIGA V-2

.70

.70

1ø3/8"
VIGA VP

1ø3/8"@.20m
.60
VIGA V-3 (.25x.50)

.70
6.25

(1.00x.20)

(.25x.20)

1ø1/2"
.90 1.10 .40

.80

.80
1ø1/2" 1ø1/2"
VIGA VR (.25x.50)

1ø3/8"
1ø1/2"
Pa Pa

1ø1/2"
ESCALERA E-02

1ø3/8"
VIGA V-14

(.40x.20)
1ø3/8"
.70 .70

1ø3/8"
.60
3 3

1ø3/8"

1ø3/8"

.20
5 5

VIGA V-4 (.25x.50) (.25x.50) (.25x.50) 2

1 2 .25

(.25x.40)
1ø3/8"
ESCALERA E-03
4ø1/2"

.60
1

1ø1/2"

1ø1/2"
2

.80

.80
ø1/4": 1@.05,4@.10,Rto@.15
2 2
CORTE 1-1

1ø3/8"
2 2

2.60
1ø3/8"

1ø1/2"
1ø1/2"
3 VIGA V-5 (.25x.50) (.25x.50)

VIGA V-15
(.25x.20)

(.25x.20)
1ø1/2"

1ø1/2"
.80

.80
1 2 2
2

1ø3/8"
.60
1
(.50x.60)

2
4

(.30x.60)
VIGA V-6 (.25x.50) (.25x.50) (.25x.50)

.20
5 5
1ø3/8"

1ø3/8"
Pa Pa Pa

1ø3/8"

(.40x.20)
(.25x.60)
.60

.75
.25

1.20

1ø1/2"
Pa 4ø1/2"

1ø3/8"
3 3

1ø3/8"
ø1/4": 1@.05,4@.10,Rto@.15
1ø1/2"

1ø1/2"
.80

.80

.30
.90
1ø1/2"
1.10
1ø1/2"
.40
CORTE 2-2
6.20

1ø1/2"
VIGA V-7 (.25x.50)
1ø3/8"
(.25x.20)

1ø3/8"
.70 .70

.60

1ø1/2"
1ø3/8"
(.25x.20)
1ø1/2"

1ø1/2"

4.93
.70

.70

VIGA V-8 (.25x.40)

5 5

1ø3/8"
Junta Sísmica

.60

.20
5.00cm
1ø3/8"

1ø3/8"

.10
VIGA V-10

VIGA V-11

VIGA V-12

VIGA V-13
1ø3/8"
3 3

VIGA V-16
2ø1/2"

1ø1/2"

VIGA VP
.95
ø3/8": 1@.05,4@.10,Rto@.15
1ø3/8"

1ø3/8"

.75
1ø3/8"
.55

.55

.50
5 5 5
4 Pa 5 CORTE 3-3
5 5 5
Junta Sísmica
12.50cm
Junta Sísmica
12.50cm
(.10x.20)
4.68 3.83 3.48 3.83 1.50 7.33 5.03

.20
A B C D E F G H
.15
LOSA 4ø3/8"

ESPECIFICADO
ALIGERADA
ENCOFRADO SEMISÓTANO EXISTENTE 1ø3/8"@.20 ø1/4": 1@.05,4@.10,Rto@.15
.20

(Ver Planta)
VIGA o ALIGERADO
.20 .20 NIVEL
MURO DE
CONTENCIÓN
.25 Revisar acero
en planta S/C = 300 kg/m². CORTE 4-4

.20
ø DE VIGA O COLUMNA
SUPERIOR
4ø3/8"
(.15x.20)
.10

.20
f 'c=280 kg/cm²

a
1ø3/8"@.20
4ø1/2" (Ver Planta) PLANO:
.30

JUNTA DE 1"

r
ø1/4": 1@.05,4@.10,Rto@.15
TECKNOPOR 4ø3/8" ESPECIFICADO

CORTE 5-5 DETALLE LOSA MACIZA

.15

ø1/4":

.20
Rto. @.25

.25 1@.10,Rto.@.25

CORTE X-X Pa (.25x.20) (Los aceros de la losa maciza estan especificados en planta. Cuando

.30
no aparezca la distribución en planta debera considerarse 3/8@.20
.10

X X como se indica en este detalle). .25

3ø3/8"
3.00 (máx.)
3 ø r a 6ø5/8"
ø1/4":
1/4" 2cm 8cm
Rto. @.25

.25
1@.10,Rto.@.25 ø3/8": 1@.05,10@10,6@15,Rto.@.20
.20
.05

.05

X X
CORTE X-X Pb 3/8" 3cm 13cm
VIGA VR
.15

3
Rto. @.25

.25
DETALLE DOBLADO ESTRIBOS (.25x.50)
.30

4ø3/8" NIVEL
INFERIOR
EN COLUMNAS O VIGAS
Rto. @.20

Rto. @.20

ø1/4": 1@.10,Rto.@.20
.10
1.30

2 2 2 2
.30

4ø5/8" 1ø3/8"@.20
.40

CORTE 2-2 1ø3/8"@.20

.10

4ø3/8" PROYECTO:
.15(Típico)

.10
Muro de EDIFICIO MULTIFAMILIAR
.05

.05

Contención
.20

.20 .20

4ø3/8"
PROPIETARIO: CONSTRUCTORA
COLUMNETAS Pa - Pb ø1/4": 1@.10,Rto.@.25 DETALLE DE ANCLAJE ALVERA E.I.R.L.

(Las columnas Pa estarán separadas con una No se muestra ø

.20(Típico) .15
DE COLUMNA Pa DETALLE DE RAMPA UBICACION: URB. LA MARINA MZ. D LOTE 5
CAYMA - AREQUIPA
junta de 2.5 cm. de cualquier elemento
de Viga ó Losa
DETALLE TÍPICO DE CORTE 3-3
EN MURO DE CONTENCION EN RELLENO
estructural. La junta se rellenará con tecknopor PLANO: FECHA:
o similar). PARAPETO ENCOFRADO SEMISÓTANO FEB 2022
ESC:1/25 PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-6
 B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.50cm 12.50cm
VIGA
Pa V-1 Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1

1ø3/8"

1ø3/8"

(.40x.20)
.65

.65

.75
1ø1/2"
1.00

.75

.75
(.25x.60)
Pa

1.00

1.00
(.25x.20)
(.50x.60)

(.50x.60)
(.30x.60)

1ø1/2"

1ø1/2"
Losa Maciza
h=20cm

1ø3/8"

1ø3/8"
Pa Pa Pa
1 1

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

1ø3/8"
Pa Pa

1ø1/2"

1ø1/2"

4.93
PaVIGA V-2 (.25x.40) Pa

1ø1/2"
.70

.70

1ø3/8"
1ø3/8"@.20m

.50
Pa Pa Pa
VIGA V-3 (.25x.50) .40
6.25

1 1

(.25x.20)
1ø1/2"

1ø1/2"
.80

.80

.30

1ø1/2"
1ø3/8"
Pa

1ø1/2"
1ø3/8"
VIGA V-14
Pa

1.50
Pa Pa Pa Pa

1.20
1ø1/2"
1.00
1 1

.75

.75

.75
1ø3/8"
.60
1ø3/8"

1ø3/8"
Pa Pa Pa
Pa
VIGA V-4 (.25x.50) (.25x.50) (.25x.50) 2

1ø3/8"

(.25x.40)
.60
1ø1/2"

1ø1/2"
Pa Pb
.80

.80

1ø3/8"
Pa Pa Pa Pa

2.60
1ø3/8"

1ø1/2"
1ø1/2"
3 VIGA V-5A (.25x.50) 2 2

VIGA V-15
1ø1/2"

1ø1/2"
(.25x.20)
.80

Pa .80 Pb

1ø3/8"
.60
(.30x.60)
(.50x.60)

Pa Pa Pa Pa
VIGA V-6 (.25x.50) (.25x.50) (.25x.50) 4
1ø3/8"

1ø3/8"

1ø3/8"

(.50x.60)
(.25x.60)

(.40x.20)
.60
1 1

.75

.75

.75
1.00
1ø3/8"

1.20
1 1

1ø1/2"

1.50
Losa Maciza

1ø3/8"
Pa Pa Pa Pa Pa
Pa
h=20cm

1ø1/2"
1ø3/8"
1ø1/2"

1ø1/2"
.80

.80

.30
6.20

1ø3/8"@.20m
Pa Pa Pa 1 1 .40
VIGA V-7 (.25x.50)

1ø3/8"

1ø3/8"
.50

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2"

1ø1/2"

4.93
(.25x.20)

Pa Pa

1ø1/2"
.70

.70

Pa Pa
VIGA V-8 (.25x.40)
Pa Pa

Pa
1ø3/8"

1ø3/8"
VIGA V-10A

VIGA V-12A

VIGA V-17
VIGA V-11

VIGA V-13

VIGA V-16
1ø1/2"
1.00

1.00

1.00
1ø1/2"
1ø3/8"

.75

.75

.75
Pa
1ø3/8"

1ø3/8"
.65

.65

Pa Pa
4 VIGA V-9 (.25x.50) (.25x.50) (.25x.50) 5
Pa Pa Pa

Junta Sísmica Junta Sísmica

7.50cm 7.50cm

3.83 3.48 3.83 1.50 7.33

B C D E F G
1ø3/8"@.20
(Ver Planta) Tecnopor de
1ø1/4"@.25 alta densidad

.05
ENCOFRADO 1° NIVEL EXISTENTE
.20

.15
1ø3/8"@.20
(Ver Planta) S/C = 200 kg/m².
.10 .30 .10

DETALLE LOSA MACIZA f 'c=280 kg/cm²

(Los aceros de la losa maciza estan especificados en planta. Cuando
DETALLE ALIGERADO
no aparezca la distribución en planta debera considerarse 3/8@.20 h=.20m
como se indica en este detalle).
ESC:1/25

B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.5cm 12.50cm
VIGA
Pa V-1 Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1
1ø3/8"

1ø3/8"

(.40x.20)
.55

.55

.75
1ø1/2"
1.00

.75

.75
(.25x.60)

Pa
1.00

1.00
(.25x.20)
(.50x.60)

(.50x.60)
(.30x.60)

1ø1/2"

1ø1/2"

Losa Maciza
h=20cm
1ø3/8"

1ø3/8"

Pa Pa Pa
1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

1ø1/2"
1ø3/8"

Pa Pa
1ø1/2"

1ø3/8"@.20m
1ø1/2"

4.93
PaVIGA V-2 (.25x.40) Pa
.70

.70

.40
1ø3/8"
.50

Pa Pa Pa
VIGA V-3 (.25x.50) 1 1
6.25

(.25x.20)

1ø1/2"
1ø1/2"

1 1
.80
.80

.30

1ø1/2"
1ø3/8"

Pa
1ø1/2"
1ø3/8"
VIGA V-14

Pa
1.50

Pa Pa Pa Pa
1.20
1ø1/2"
1.00

.75

.75

.75
1ø3/8"
.60
1ø3/8"

1ø3/8"

Pa Pa Pa
Pa
1 1
VIGA V-4 (.25x.50) (.25x.50) (.25x.50) 2
2 2
1ø3/8"

(.25x.40)
.60

3
1ø1/2"

1ø1/2"

Pa Pb
.80

.80

3
2 2
1ø3/8"

Pa Pa 4
2 Pa 2 Pa
2.60
1ø3/8"

1ø1/2"
1ø1/2"

3 VIGA V-5A (.25x.50)

4
1ø1/2"

1ø1/2"
(.25x.20)
.80

.80

1 1
Pa Pb
1ø3/8"
.60

(.25x.50)
(.30x.60)
(.50x.60)

1 Pa 1 Pa Pa Pa
VIGA V-6 (.25x.50) (.25x.50) 4
1ø3/8"

1ø3/8"

1ø3/8"

(.50x.60)
(.25x.60)

(.40x.20)
.60

.75

.75

.75
1.00
1ø3/8"

Losa Maciza
1.20

1 1
1ø1/2"

1.50

h=20cm
1ø3/8"

Pa Pa Pa Pa Pa
Pa
1ø1/2"
1ø3/8"
1ø1/2"

1ø1/2"
.80

.80

.30

1ø3/8"@.20m
6.20

Pa Pa Pa .40
VIGA V-7 (.25x.50)
1ø3/8"

1ø3/8"
.50

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2"

4.93
(.25x.20)
1ø1/2"

Pa Pa
1ø1/2"
.70
.70

Pa Pa
VIGA V-8 (.25x.40)
Pa Pa

Pa
1ø3/8"

1ø3/8"

1 1
VIGA V-10A

VIGA V-11A

VIGA V-12A

VIGA V-17
VIGA V-13

VIGA V-16
1ø1/2"

1ø1/2"
1.00
1ø3/8"

.75

.75

.75

Pa
1ø3/8"

1ø3/8"

1.00

1.00
.55
.55

Pa Pa
4 VIGA V-9 (.25x.50) (.25x.50) (.25x.50) 5
Pa Pa Pa

Junta Sísmica Junta Sísmica

12.50cm 12.50cm

3.83 3.48 3.83 1.50 7.33

B C D E F G
PROYECTO:
EDIFICIO MULTIFAMILIAR
.20
.20

.20

.20

.25
.10 ENCOFRADO 2° NIVEL EXISTENTE PROPIETARIO: CONSTRUCTORA
ALVERA E.I.R.L.
.25 .15
4ø1/2" 2ø1/2"
4ø1/2" 4ø3/8" S/C = 200 kg/m². UBICACION: URB. LA MARINA MZ. D LOTE 5
ø1/4": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15 ø3/8": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15 CAYMA - AREQUIPA
CORTE 1-1 f 'c=280 kg/cm²
CORTE 2-2 CORTE 3-3 CORTE 4-4 PLANO:
ENCOFRADO 1ER Y 2DO TECHO
FECHA:
FEB 2022
(.25x.20) (.25x.20) (.10x.20) (.15x.20) PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-7
 B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.50cm 12.50cm
VIGA
Pa V-1A Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1

1ø3/8"

1ø3/8"

1ø1/2"
(.40x.20)
.55

.55

1ø1/2"

.75
1ø1/2"

.75

.75
(.25x.60)
Pa

1.00
(.25x.20)
(.50x.60)

(.50x.60)
(.30x.60)
Losa Maciza
h=20cm

1ø3/8"

1ø3/8"
Pa Pa Pa
1 1
1ø3/8"@.20m
.40

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2" Pa Pa

1ø1/2"

4.93
PaVIGA V-2 (.25x.40) Pa
.70

.70

1ø3/8"
.50
Pa Pa Pa
VIGA V-3 (.25x.50)
6.25

(.25x.20)

1ø1/2"
1ø1/2"

.80
.80

.30

1ø1/2"
1ø3/8"

VIGA V-14A
Pa

1ø1/2"
1ø3/8"
Pa
Pa Pa Pa Pa

1.20
1ø1/2"

.75

.75

.75
1ø3/8"
.60
1ø3/8"

1ø3/8"
Pa Pa Pa
Pa
1 1
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
2 2

1ø3/8"

(.25x.40)
.60
3
1ø1/2"

1ø1/2"
Pa Pb
.80

.80
3
2 2

1ø3/8"
Pa Pa Pa Pa 4

2.60
1ø3/8"

1ø1/2"
1ø1/2"
3 VIGA V-5A (.25x.50) 2 2
4

VIGA V-15
1ø1/2"

1ø1/2"
(.25x.20)
.80

.80

1 1
Pa Pb

1ø3/8"
.60
(.30x.60)
(.50x.60)

1 Pa 1 Pa Pa Pa
VIGA V-6A (.25x.50) (.25x.50) (.25x.50) 4
1ø3/8"

1ø3/8"

1ø3/8"

(.50x.60)
(.25x.60)

(.40x.20)
.60

.75

.75

.75
1ø3/8"

1.20
Losa Maciza

1ø1/2"
1ø3/8"
Pa Pa Pa Pa Pa h=20cm
Pa

1ø1/2"
1ø3/8"
1ø1/2"
1ø1/2"
.80

.80

.30
6.20

1ø3/8"@.20m
Pa Pa Pa 1 1 .40
VIGA V-7 (.25x.50)
1ø3/8"

1ø3/8"
.50

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2"

4.93
(.25x.20)
1ø1/2"

Pa Pa

1ø1/2"
.70
.70

Pa Pa
VIGA V-8 (.25x.40)
Pa Pa

Pa
1ø3/8"

1ø3/8"

VIGA V-17A
VIGA V-10B

VIGA V-11A

VIGA V-12A

VIGA V-13A

VIGA V-16
1ø1/2"

1ø1/2"
1ø3/8"

.75

.75

.75
Pa
1ø3/8"

1ø3/8"

1.00
.55

.55

Pa Pa
4 VIGA V-9A (.25x.50) (.25x.50) (.25x.50) 5
Pa Pa Pa

Junta Sísmica Junta Sísmica

12.50cm 12.50cm

3.83 3.48 3.83 1.50 7.33

B C D E F G

ENCOFRADO 3°@4° NIVEL EXISTENTE

S/C = 200 kg/m².
f 'c=280 kg/cm²
B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.50cm 12.50cm
Pa VIGA V-1A Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1
1ø3/8"

1ø3/8"

1ø1/2"

1ø1/2"
(.40x.20)
.55

.55

.75
1ø1/2"

.75

.75
(.25x.60)

Pa
1.00
(.25x.20)
(.50x.60)

(.50x.60)
(.30x.60)

Losa Maciza
h=20cm
1ø3/8"

1ø3/8"

Pa Pa Pa
1 1
1ø3/8"@.20m
1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

1ø1/2"
1ø3/8"

Pa Pa .40
1ø1/2"
1ø1/2"

4.93
PaVIGA V-2 (.25x.40) Pa
.70

.70

1ø3/8"
.50

Pa Pa Pa
VIGA V-3 (.25x.50)
6.25

(.25x.20)
1ø1/2"

1ø1/2"

1 1
.80
.80

.30

1ø1/2"
1ø3/8"

VIGA V-14A

Pa
1ø1/2"
1ø3/8"

Pa
Pa Pa Pa Pa
1.20
1ø1/2"

.75

.75

.75
1ø3/8"
.60
1ø3/8"

1ø3/8"

Pa Pa Pa
Pa
1 1
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
2 2
1ø3/8"

(.25x.40)
.60

3
1ø1/2"

Pa
1ø1/2"

Pb
.80
.80

3
2 2
1ø3/8"

Pa Pa Pa Pa 4
2.60

2 2
1ø3/8"

1ø1/2"
1ø1/2"

3 VIGA V-5B (.25x.50)

4
VIGA V-15
1ø1/2"

1ø1/2"
(.25x.20)
.80

.80

Pa Pb 1 1
1ø3/8"
.60
(.30x.60)
(.50x.60)

1 Pa 1 Pa Pa Pa
VIGA V-6A (.25x.50) (.25x.50) (.25x.50) 4
1ø3/8"

1ø3/8"

1ø3/8"

(.50x.60)
(.25x.60)

(.40x.20)
.60

.75

.75

.75
1ø3/8"

1.20

1 1
1ø1/2"

Losa Maciza
1ø3/8"

Pa Pa Pa Pa Pa
Pa h=20cm
1ø1/2"
1ø3/8"
1ø1/2"
1ø1/2"
.80

.80

.30

1ø3/8"@.20m
6.20

Pa Pa Pa 1 1 .40
VIGA V-7 (.25x.50)
1ø3/8"

1ø3/8"
.50

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2"

4.93
(.25x.20)
1ø1/2"

Pa Pa
1ø1/2"
.70
.70

Pa Pa
VIGA V-8 (.25x.40)
Pa Pa

Pa
1ø3/8"

1ø3/8"

VIGA V-17A
VIGA V-10B

VIGA V-12B
VIGA V-11A

VIGA V-13A

VIGA V-16
1ø3/8"

1ø1/2"

1ø1/2"
.75

.75

.75

Pa
1ø3/8"

1ø3/8"

1.00
.55

.55

Pa Pa
4 (.25x.50) (.25x.50) 5
VIGA V-9A (.25x.50) Pa Pa Pa
Tecnopor de
Junta Sísmica Junta Sísmica alta densidad
1ø1/4"@.25
.05

12.50cm 12.50cm

3.83 3.48 3.83 1.50 7.33

.15

B C D E F G
.10 .30 .10
ENCOFRADO 5° NIVEL EXISTENTE
S/C = 200 kg/m².
DETALLE ALIGERADO
h=.20m
Máximo h=1.10m
Ver Arquitectura

2 2
f 'c=210 kg/cm²
Rto. @.20

Rto. @.20

JUNTA 2.5cm (RELLENO

DE SIKAFLEX o SIMILAR) ESC:1/25
1ø3/8"@.20
(Ver Planta)
PLACA o PROYECTO:
.10

.10

COLUMNA EDIFICIO MULTIFAMILIAR

.20

NIVEL INFERIOR PROPIETARIO: CONSTRUCTORA

1ø3/8"@.20
.20 .20 (Ver Planta) ALVERA E.I.R.L.
(Típico) (Típico)
3.00 (Máx.)
4ø3/8" UBICACION: URB. LA MARINA MZ. D LOTE 5
DETALLE LOSA MACIZA
.15

6mm: 1@.10, CAYMA - AREQUIPA

.25 Rto.@.20
(Los
aceros de la losa maciza estan PLANO: FECHA:
CORTE 2-2 ENCOFRADO 3ER, 4TO Y 5TO TECHO FEB 2022
especificados en planta. Cuando no aparezca
la distribución en planta debera considerarse PROYECTISTA: REVISION:
DETALLE TIPICO DE ALFEIZAR 3/8@.20 como se indica en este detalle). Ing. Marco A. Sanchez Zapata ING. Jorge Rosas Espinoza
E-8
Reg. CIP Nº 107799 Reg. CIP Nº 133352
 B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.50cm 12.50cm
Pa VIGA V-1A Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1

1ø3/8"

1ø3/8"

1ø1/2"

1ø1/2"
(.40x.20)
.55

.55

.75
1ø1/2"

.75

.75
(.25x.60)
Pa

1.00
(.25x.20)
(.50x.60)

(.50x.60)
Pa

(.30x.60)
Losa Maciza
h=20cm

1ø3/8"

1ø3/8"
1ø3/8"@.20m

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

1ø1/2"
1ø3/8"
.40

1ø1/2"
1ø1/2"
Pa

4.93
VIGA V-2 (.25x.40)
.70

.70

1ø3/8"
.50
Pa Pa Pa
VIGA V-3 (.25x.50) Pa
6.25

(.25x.20)
1ø1/2"

1ø1/2"
.80
.80

.30

1ø1/2"
1ø3/8"

VIGA V-14A

1ø1/2"
1ø3/8"
Pa Pa

1.20
1ø1/2"

.75

.75

.75
1ø3/8"
.60
1ø3/8"

1ø3/8"
Pa
Pa Pa
1 1
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
2 2

1ø3/8"

(.25x.40)
.60
1ø1/2" 3
1ø1/2"

Pb
.80
.80

3
2 2

1ø3/8"
Pa Pa Pa Pa 4

2.60
2 2

1ø3/8"

1ø1/2"
1ø1/2"
3 VIGA V-5B
Pa Pa
(.25x.50)
4

VIGA V-15
1ø1/2"

1ø1/2"
(.25x.20)
.80

.80

Pb 1 1

1ø3/8"
.60
Pa Pa
(.30x.60)
(.50x.60)

1 1 Pa
VIGA V-6A (.25x.50) (.25x.50) (.25x.50) 4
1ø3/8"

1ø3/8"

Pa

1ø3/8"

(.50x.60)
(.25x.60)

(.40x.20)
.60

.75

.75

.75
1ø3/8"

1.20
Pa

1ø1/2"
Losa Maciza

1ø3/8"
Pa Pa h=20cm

1ø1/2"
1ø3/8"
1ø1/2"
1ø1/2"
.80

.80

.30
1ø3/8"@.20m
6.20

Pa Pa Pa .40
VIGA V-7 (.25x.50) Pa

1ø3/8"

1ø3/8"
.50

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

4.93
1ø1/2"
(.25x.20)
1ø1/2"

1ø1/2"
.70
.70

VIGA V-8 (.25x.40) Pa

1ø3/8"

1ø3/8"

VIGA V-17A
VIGA V-10B

VIGA V-12B
VIGA V-11A

VIGA V-13A

VIGA V-16
1ø3/8"
Pa

1ø1/2"

1ø1/2"
.75

.75

.75
1ø3/8"

Pa
1ø3/8"

1.00
.55
.55

Pa Pa
4 (.25x.50) (.25x.50) 5
VIGA V-9A (.25x.50) Pa Pa Pa

Junta Sísmica Junta Sísmica

12.50cm 12.50cm

3.83 3.48 3.83 1.50 7.33

B C D E F G

ENCOFRADO 6° NIVEL EXISTENTE

S/C = 200 kg/m².
f 'c=210 kg/cm²
B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.50cm 12.50cm
PaVIGA V-1B Pa Pa Pa Pa
1 (.25x.50) (.25x.50) 1
(.25x.50)
1ø3/8"

Pa

1ø1/2"
(.40x.20)
.55

1ø1/2"

.75
1ø1/2"

.75

.75
(.25x.20)

(.25x.60)

Pa Pa
1.00
(.50x.60)

(.50x.60)
Pa
(.30x.60)
1ø3/8"

Pa Pa
1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"

1ø1/2"

Tabiqueria
1ø3/8"
1ø1/2"

4.93
VIGA V-2 (.25x.40) Drywall
.70

1 1
Pa Pa Pa Tabiqueria
(.25x.50) Pa
Drywall
6.25

VIGA V-3
(.25x.20)

1ø1/2"

6
1ø1/2"

(.20x.40)
.80
.80

.30

1ø1/2"
VIGA V-14A

1ø1/2"

6
1ø3/8"

Pa
Pa Pa Pa
1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20

1.20

.40 1ø3/8"@.20 1ø3/8"@.20 .40

1ø1/2"

1ø3/8"@.20 1ø3/8"@.20
.75

.75

.75
1ø3/8"
.60
1ø3/8"

1ø3/8"

Pb Pa Pa
Pa Pb Pa
1 1
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
2 2
(.25x.40)
1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20 3
1ø1/2"

1ø1/2"
.80

1ø3/8"@.20
.80

3
2 2
Pa Pa Pa Pa 4 Pb Pa
2.60

Pb
1ø3/8"

1ø1/2"
1ø1/2"

3 Pa Pa
(.25x.50) 2 2
4
VIGA V-15

VIGA V-5A
1ø1/2"

1ø1/2"
(.25x.20)

1ø3/8"@.20
1ø3/8"@.20
.80

.80

1 1

Pa Pb Pa
(.30x.60)
(.50x.60)

1 1
VIGA V-6A (.25x.50) (.25x.50) 4
1ø3/8"

1ø3/8"

Pb Pa Pa (.25x.50)
(.50x.60)
(.25x.60)

(.40x.20)
1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20

.75

.75

.75

.40 1ø3/8"@.20 1ø3/8"@.20 .40

1ø3/8"

1.20

Pa
1ø3/8"@.20 1ø3/8"@.20
1ø1/2"
1ø3/8"

Pa Pa 6 (.20x.40) Pa
1ø1/2"
1ø1/2"
1ø1/2"
.80

.80

.30

6
6.20

PaVIGA V-7A Pa Pa 1 1
(.25x.50) Pa
1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
(.25x.20)

1ø1/2"

4.93
1ø1/2"
.70

1ø3/8"

VIGA V-8 (.25x.40)

Pa Pa Pa
1ø3/8"
VIGA V-11A

VIGA V-17B
VIGA V-10B

VIGA V-12B

VIGA V-13A

Tabiqueria Tabiqueria
Drywall Drywall
VIGA V-16
1ø1/2"
1ø3/8"

Pa
1ø1/2"
.75

.75

.75

Pa Pa
1ø3/8"

1.00
.55

(.25x.50) Pa
Pa Pa
4 (.25x.50) (.25x.50) 5
VIGA V-9A Pa Pa Pa

Junta Sísmica Junta Sísmica

12.50cm 12.50cm

Tecnopor de
3.83 3.48 3.83 1.50 7.33 1ø1/4"@.25 alta densidad
.05

B C D E F G

ENCOFRADO 7° NIVEL
.15

.10 .30 .10

S/C = 200 kg/m².
f 'c=280 kg/cm² DETALLE ALIGERADO
Máximo h=1.10m
Ver Arquitectura

2 2
Rto. @.20

Rto. @.20

JUNTA 2.5cm (RELLENO

DE SIKAFLEX o SIMILAR) h=.20m
1ø3/8"@.20
ESC:1/25
(Ver Planta)
PLACA o PROYECTO:
.10

.10

COLUMNA EDIFICIO MULTIFAMILIAR

.20

NIVEL INFERIOR PROPIETARIO: CONSTRUCTORA

1ø3/8"@.20
.20 .20 (Ver Planta) ALVERA E.I.R.L.
(Típico) (Típico)
3.00 (Máx.)
4ø3/8" UBICACION: URB. LA MARINA MZ. D LOTE 5
DETALLE LOSA MACIZA
.15

6mm: 1@.10, CAYMA - AREQUIPA

.25 Rto.@.20
(Los
aceros de la losa maciza estan PLANO: FECHA:
CORTE 2-2 ENCOFRADO 3ER, 4TO Y 5TO TECHO FEB 2022
especificados en planta. Cuando no aparezca
la distribución en planta debera considerarse PROYECTISTA: REVISION:
DETALLE TIPICO DE ALFEIZAR 3/8@.20 como se indica en este detalle). Ing. Marco A. Sanchez Zapata ING. Jorge Rosas Espinoza
E-9
Reg. CIP Nº 107799 Reg. CIP Nº 133352
 B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica Junta Sísmica

12.50cm 12.50cm
VIGA
Pa V-1B Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1

1ø3/8"

1ø1/2"

(.40x.20)
.55

.75
1ø1/2"

.75
(.25x.60)
Pa

1.00
(.25x.20)
(.50x.60)

(.50x.60)
Pa

(.30x.60)
1ø3/8"

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2"
Pa

4.93
VIGA V-2 (.25x.40)

.70
Pa
VIGA V-3 (.25x.50) Pa

1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20
6.25

(.25x.20)

1ø1/2"
1ø1/2"

.80
.80

.30
VIGA V-14A

1ø1/2"
1ø3/8"
Pa Pa Pa

1.20
.40 1ø3/8"@.20 1ø3/8"@.20 .40 .40 1ø3/8"@.20

1ø1/2"

1ø3/8"@.20
1ø3/8"@.20
1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20

.75

.75
1ø3/8"

1ø3/8"
Pb Pb
Pa Pb Pa
1 1
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
2 2

(.25x.40)
3
1ø1/2"

1ø1/2"
.80

.80
3
2 2
Pa Pa 4

2.60
1ø3/8"

1ø1/2"
1ø1/2"
3 VIGA V-5B
Pa
(.25x.50)
4 Pb
Pa

VIGA V-15
1ø1/2"

1ø1/2"
(.25x.20)
.80

.80
1 1

(.25x.50) Pa Pa

(.30x.60)
(.50x.60)

1 1 Pb VIGA V-6A Pb (.25x.50) (.25x.50) 4

1ø3/8"

1ø3/8"

1ø3/8"@.20
1ø3/8"@.20

(.50x.60)
(.25x.60)

(.40x.20)
.75

.75
.40 1ø3/8"@.20 1ø3/8"@.20 .40 .40

1ø3/8"
1ø3/8"@.20

1.20
1ø3/8"@.20 1ø3/8"@.20

1ø1/2"
1ø3/8"@.20

1ø3/8"
Pa Pa Pa
1ø1/2"
1ø1/2"

1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20
.80

.80

.30
6.20

VIGA V-7A Pa (.25x.50) Pa

1ø1/2"

1ø3/8"

1ø1/2"
1ø3/8"
1ø1/2"

4.93
(.25x.20)

.70

VIGA V-8 (.25x.40) Pa

1ø3/8"

VIGA V-17B
VIGA V-10B

VIGA V-12B
VIGA V-11A

VIGA V-13A

VIGA V-16
1ø3/8"
Pa

1ø1/2"
.75

.75
Pa
1ø3/8"

1.00
.55

Pa Pa
4 VIGA V-9A (.25x.50) (.25x.50) (.25x.50) 5
Pa Pa Pa

Junta Sísmica Junta Sísmica

12.50cm 12.50cm

3.83 3.48 3.83 1.50 7.33

B C D E F G
ENCOFRADO 8° NIVEL
S/C = 200 kg/m².
f 'c=210 kg/cm²
B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica
12.50cm
VIGA
Pa V-1C Pa Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1
Pa

(.40x.20)
1ø1/2"
0)

.75
(.25x.60)

Pa
(.25x.50)
.5

(.50x.60)
Pa
(.30x.60)
5x
(.2

.80 .80
1ø3/8" 1ø3/8" Pa Pa
Pa
1ø1/2"

1ø3/8"

1ø3/8" Pa Tabiqueria

4.93
VIGA V-2 (.25x.40)
1 1 Drywall
Tabiqueria
Drywall
6.25

Pa 1 Pa
6

1
VIGA V-14A

6 Pa
1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20

.40 1ø3/8"@.20 1ø3/8"@.20 .40 .40 1ø3/8"@.20

1ø1/2"

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20

.75
.40
19

Pb
V-

Pb Pa Pa
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
GA
VI

(.20x.40)

(.20x.40)
(.25x.40)

1ø3/8"@.20
3
1ø3/8"@.20
3
Pa Pa 4
2.60

3 VIGA V-5C Pa (.25x.50) Pa

4
VIGA V-15
1ø3/8"@.20
1ø3/8"@.20

VIGA V-15
(.25x.50)

5 5
5 5
Pa Pa
VI

(.30x.60)

Pb 4
GA

Pb VIGA V-6A (.25x.50) (.25x.50) (.25x.50)

V-

1ø3/8"@.20
1ø3/8"@.20

(.50x.60)
(.25x.60)

.40

(.40x.20)
20

1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20

.75
1ø3/8"

.40 1ø3/8"@.20 1ø3/8"@.20 .40

1ø3/8"@.20 1ø3/8"@.20 .40 1ø3/8"@.20
1ø3/8"@.20
6 Pa
1
6
6.20

Pa Pa
1 Tabiqueria
.80 .80
1ø3/8" 1ø3/8" Drywall
1ø1/2"

1ø3/8"

4.93

1ø3/8" 1 1 Tabiqueria
PaVIGA V-8 (.25x.40) Drywall
Pa
Pa Pa Losa Maciza
h=20cm
VIGA V-17B
VIGA V-11B

VIGA V-12B

VIGA V-13A

VIGA V-16
(.2
5x

1ø3/8"

Pa
.75

Pa
.5
0)

Pa
Pa Pa
4 VIGA V-9B (.25x.50) (.25x.50) (.25x.50) 5
Pa Pa Pa

Junta Sísmica
3.83 1.50 12.50cm
3.83 3.48 7.33

B C D E F G
Tecnopor de
1ø1/4"@.25 alta densidad
.05

ENCOFRADO 9° NIVEL
S/C = 200 kg/m².
.15

f 'c=210 kg/cm² .10 .30 .10

DETALLE ALIGERADO
Máximo h=1.10m
Ver Arquitectura

2 2
Rto. @.20

Rto. @.20

JUNTA 2.5cm (RELLENO

DE SIKAFLEX o SIMILAR) h=.20m
1ø3/8"@.20
ESC:1/25
(Ver Planta)
PLACA o PROYECTO:
.10

.10

COLUMNA EDIFICIO MULTIFAMILIAR

.20

NIVEL INFERIOR PROPIETARIO: CONSTRUCTORA

1ø3/8"@.20
.20 .20 (Ver Planta) ALVERA E.I.R.L.
(Típico) (Típico)
3.00 (Máx.)
4ø3/8" UBICACION: URB. LA MARINA MZ. D LOTE 5
DETALLE LOSA MACIZA
.15

6mm: 1@.10, CAYMA - AREQUIPA

.25 Rto.@.20
(Los
aceros de la losa maciza estan PLANO: FECHA:
CORTE 2-2 ENCOFRADO 6TO Y AZOTEA FEB 2022
especificados en planta. Cuando no aparezca
la distribución en planta debera considerarse PROYECTISTA: REVISION:
DETALLE TIPICO DE ALFEIZAR 3/8@.20 como se indica en este detalle). Ing. Marco A. Sanchez Zapata ING. Jorge Rosas Espinoza
E-10
Reg. CIP Nº 107799 Reg. CIP Nº 133352
 B C D E F G
3.83 3.48 3.83 1.50 7.33

Junta Sísmica
12.50cm
VIGA V-1B Pa Pa Pa
1 (.25x.50) (.25x.50) (.25x.50) 1

(.40x.20)
1ø1/2"
0)

.75
(.25x.60)
(.25x.50)
.5

(.50x.60)
(.30x.60)
5x
(.2
.80 .80 Pa
1ø3/8" 1ø3/8"

Pa

1ø1/2"

1ø3/8"
1ø3/8"

4.93
VIGA V-2 (.25x.40)
6.25

VIGA V-14A
6 .40 1ø3/8"@.20

1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20
.40 1ø3/8"@.20 1ø3/8"@.20 .40 1ø3/8"@.20

1ø1/2"

1ø3/8"@.20
1ø3/8"@.20
1ø3/8"@.20 1ø3/8"@.20

.75
.40
1 9

Pb Pa Pa
V-

Pa Pa
VIGA V-4A (.25x.50) (.25x.50) (.25x.50) 2
GA
VI

(.25x.40)
Pb
1ø3/8"@.20
3
1ø3/8"@.20
3
Pa Pa 4

2.60
3 VIGA V-5C (.25x.50)
4

VIGA V-15
1ø3/8"@.20
1ø3/8"@.20
(.25x.50)

5 5
5 5
Pb
(.25x.50) Pa Pa Pa
VI

(.30x.60)
4
GA

VIGA V-6A Pb (.25x.50) (.25x.50)

Pa

1ø3/8"@.20
V-

1ø3/8"@.20

(.50x.60)
(.25x.60)

.40

(.40x.20)
20

1ø3/8"@.20

1ø3/8"@.20
1ø3/8"@.20

1ø3/8"@.20

.75
.40 1ø3/8"@.20 1ø3/8"@.20 .40

1ø3/8"
1ø3/8"@.20 1ø3/8"@.20 .40 1ø3/8"@.20
1ø3/8"@.20

6
.80 .80
1ø3/8" 1ø3/8"
6
6.20

1ø3/8"

1ø1/2"

1ø3/8"

4.93
Pa
VIGA V-8 (.25x.40)

Pa

VIGA V-17C
VIGA V-12C
VIGA V-11B

VIGA V-13A

VIGA V-16
(.2
5x

1ø3/8"

.75
.
50
)

Pa Pa Pa
4 VIGA V-9B (.25x.50) (.25x.50) (.25x.50) 5

Junta Sísmica
3.83 1.50 12.50cm
3.83 3.48 7.33

B C D E F G

ENCOFRADO 10° NIVEL

S/C = 200 kg/m².
f 'c=210 kg/cm²

E F G
1.50 7.33

VIGA V-1C Z
1 1 VIGA V-18 (.25x.50) (.25x.50) 2
(.25x.50)

(.25x.40)
1ø1/2"

Z
1.00

.75
(.25x.60)

(.50x.60)

1ø1/2" @.20m
1ø1/2" @.20m

1ø1/2" @.20m
1ø1/2" @.20m

1ø1/2" @.20m
1ø1/2" @.20m
Losa Maciza
h=20cm
Z Z

2.60
VIGA V-15

1ø1/2" @.20m Z Z 1ø1/2" @.20m 1ø1/2" @.20m

1ø1/2" @.20m 1ø1/2" @.20m 1ø1/2" @.20m
1ø1/2"

1ø3/8"

Z
4.93

VIGA V-18 (.25x.50) (.25x.50) 4

6.25

1.50 7.33
VIGA V-14A

E F G
1ø3/8"@.20
1ø3/8"@.20
1ø1/2"
1.00

.40
ENCOFRADO ASCENSOR Y CUARTO DE MAQUINAS
1ø3/8"@.20
.75

1ø3/8"@.20
.40

VIGA V-4B (.25x.50) (.25x.50) 2 S/C = 1000 kg/m².

(.25x.40)

1ø3/8"@.20
1ø3/8"@.20
3 Losa Maciza
h=20cm
f 'c=210 kg/cm²
3
4
2.60

3 4
VIGA V-15
1ø3/8"@.20
1ø3/8"@.20

5 5 Losa Maciza
5 5 h=20cm

W
VIGA V-6B (.25x.50) (.25x.50) 4 (.25x.50) .25
.20
1ø3/8"@.20
1ø3/8"@.20

2
(.50x.60)
(.25x.60)

.40

(.25x.50)

VIGA V-17D
.75

W
1.00
1ø3/8"

.40 1ø3/8"@.20
1ø3/8"@.20 1ø3/8"@.20
1ø1/2" @.20m
1ø1/2" @.20m

1ø1/2" @.20m
1ø1/2" @.20m
2.60

Losa Maciza Tarrajeado con

1.30
6.20

h=20cm Impermeabilizante
2ø1/2" 1ø3/8"@.20
.40
1ø1/2"

1ø3/8"

4.93

2ø1/2"

W
.10

4
(.25x.50)
.10

W
.20
VIGA V-13A

VIGA V-16A

7.33

F G
1.00
1ø3/8"

.75

4 VIGA V-9C (.25x.50) 5

ENCOFRADO TANQUE ELEVADO CORTE Z - Z
S/C = 150 kg/m².
1.50 7.33 f 'c=210 kg/cm²
E F G
ENCOFRADO AZOTEA
S/C = 150 kg/m².
f 'c=210 kg/cm² 1ø3/8"@.20
(Ver Planta)
.50

PROYECTO:
Tecnopor de EDIFICIO MULTIFAMILIAR
.20

1ø1/4"@.25 alta densidad

.05

1ø3/8"@.20
.25 PROPIETARIO: CONSTRUCTORA
(Ver Planta) 6ø5/8" ALVERA E.I.R.L.
.15

ø3/8": 1@.05,8@.10,Rto@.15 UBICACION: URB. LA MARINA MZ. D LOTE 5

.10 .30 .10 DETALLE LOSA MACIZA CAYMA - AREQUIPA
(Los
aceros de la losa maciza estan
CORTE W-W PLANO:
DETALLE ALIGERADO especificados en planta. Cuando no aparezca (.25x.50) ENCOFRADO 6TO Y AZOTEA
FECHA:
FEB 2022

h=.20m la distribución en planta debera considerarse PROYECTISTA: REVISION:

ESC:1/25
3/8@.20 como se indica en este detalle). Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-11
 1 3ø5/8" 2 3ø5/8" 2 3ø5/8" 2 1 2ø5/8"
1.20
2ø5/8" 1.20 1.20 1.20

1 3ø5/8" 2 3ø5/8" 2 3ø5/8" 2 1

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

4.20 3.20 .30 5.05 .25 4.80 2.60

.20

.20
VIGA V-1 (.25x.50)

.30

.30
.25 .25
8ø5/8" 6ø5/8"
CORTE 1 - 1 CORTE 2 - 2

1 3ø3/4" 3 3ø3/4" 2 2 3ø3/4" 4 2ø5/8"

3ø3/4"
1.20 1.20 1.20 1.20

3ø3/4" 1.15 1.25 3ø3/4" 3ø3/4"

1 2ø5/8" 3 2ø5/8" 2 2 4

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

4.20 3.20 .30 5.05 .25 4.80 2.60
1ø5/8"

.20

.20

.20

.20
VIGA V-1A (.25x.50)

.30

.30

.30

.30
.25 .25 1ø5/8" .25 .25
9ø3/4" 6ø3/4" 6ø3/4"+2ø5/8" 6ø3/4"+2ø5/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3 CORTE 4 - 4

1 3ø3/4" 3 3ø3/4" 2 2 3ø3/4" 4 2ø5/8"

1.20
3ø3/4" 1.20 1.20 1.20

3ø3/4" 1.15 1.25 3ø3/4" 3ø3/4"

1 2ø5/8" 3 2ø5/8" 2 2 4

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

4.20 3.20 .30 5.05 .25 4.80 2.60
1ø5/8"

.20

.20

.20

.20
VIGA V-1B (.25x.50)

.30

.30

.30

.30
.25 .25 1ø5/8" .25 .25
9ø3/4" 6ø3/4" 6ø3/4"+2ø5/8" 6ø3/4"+2ø5/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3 CORTE 4 - 4

1 3ø3/4" 3ø3/4" 1 1 3ø3/4" 2 2ø5/8"

1.20 1.20 1ø5/8"

.20

.20
.30

.30
3ø3/4" 3ø3/4" 3ø3/4" .25 .25
1 1 1 2
6ø3/4" 6ø3/4"+2ø5/8"
CORTE 1 - 1 CORTE 2 - 2

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

1.00 3.20 .30 5.05 .25 4.80 2.60

VIGA V-1B (.25x.50)

1 3ø5/8" 2 2ø5/8"
1.20 1.20 PROYECTO:
EDIFICIO MULTIFAMILIAR
.20

.20

PROPIETARIO: CONSTRUCTORA
.30

.30

ALVERA E.I.R.L.
3ø5/8" .25 .25 UBICACION: URB. LA MARINA MZ. D LOTE 5
1 2
6ø5/8" 8ø5/8" CAYMA - AREQUIPA
CORTE 1 - 1 CORTE 2 - 2
PLANO: FECHA:
ø3/8": 1@.05,10@10,6@15,Rto.@.20
DETALLE DE VIGAS 01 FEB 2022
.25 4.80 2.60 PROYECTISTA: REVISION:

VIGA V-1D (.25x.50)

Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-12
 1ø5/8" 1 2ø5/8" 2
1.20

.20

.20

.20

.20

.20

.20
.20

.20

.40
.10
.25 .25 .15
1 2 .25 .25
2ø5/8"
5ø5/8" 4ø5/8" 4ø1/2" 4ø1/2" 4ø3/8"
ø3/8": 1@.05,8@10,6@15,Rto.@.20 2ø1/2" .20
.30 5.05 .25 CORTE 1 - 1 CORTE 2 - 2 ø1/4": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15 4ø5/8"
ø3/8": 1@.05,4@.10,Rto@.15

VIGA V-2 (.25x.40) CORTE 1-1 CORTE 2-2 CORTE 4-4 ø3/8": 1@.05,8@.10,Rto@.15
CORTE 3-3 CORTE 5-5
(.25x.20) (.25x.20) (.15x.20)
3ø5/8" 1 3ø5/8" 2 3 1ø5/8"
(.10x.20) (.20x.40)
1.70 1.70

.20

.20

.20
.30

.30

.30
.85 .85
1 1ø5/8" 3ø5/8" 2 1ø5/8" 3 .25 .25 .25

ø3/8": 1@.05,10@10,6@15,Rto.@.20 8ø5/8"+3ø3/4" 8ø5/8" 8ø5/8"

.40
.50 6.90 .30 CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

VIGA V-3 (.25x.50) .20

4ø5/8"

ø3/8": 1@.05,8@.10,Rto@.15

CORTE 6-6
1 3ø5/8" 2ø5/8" 2 3ø5/8" 3 3ø5/8"
1.30 1.60
2ø5/8" 3ø5/8"
1.60 .60 (.20x.40)

.20

.20

.20

.20
.30

.30

.30

.30
1 .25 .25 .25
3ø5/8" 2 3ø5/8" 3 3ø5/8"
6ø5/8" 8ø5/8" 9ø5/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10

.30 3.90 1.40 4.80 .40 1.70 .50

VIGA V-4 (.25x.50)

2ø3/4"+1ø5/8"
1 2ø3/4"+1ø5/8" 3ø3/4" 2 3ø3/4" 2ø3/4"+1ø5/8" 3ø3/4" 2 3ø3/4" 1 3 2ø5/8" 1ø5/8" 1ø5/8" 1ø5/8"
1.20 1.60 1.60 .60 .60

.20

.20

.20

.20
.30

.30

.30

.30

.20
1 1 3 1ø5/8" .25 1ø5/8" .25 1ø5/8" .25
2ø3/4"+1ø5/8" 2 2ø3/4"+1ø5/8" 2
2ø3/4"+1ø5/8" 4ø3/4"+2ø5/8" 7ø3/4"+2ø5/8" 4ø3/4"+4ø5/8"

.30
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10

.30 3.90 1.40 4.80 .40 1.70 .50

VIGA V-4A (.25x.50)

2ø3/4"+1ø5/8"
2 2ø5/8" 2ø3/4"+1ø5/8" 2ø5/8" 2 2ø5/8" 1 2 2ø5/8" 1ø5/8" 1ø5/8"
1.60 1.60 .60 .60

L/3 L/3 L/3

.20

.20

.20

.20
m

.30

.30

.30

.30
m

H
1 2 1ø5/8" .25 1ø5/8" .25
2 2ø3/4"+1ø5/8" 2 L/4 L/4 L/4 L/4
2ø3/4"+1ø5/8" 4ø3/4"+2ø5/8" 4ø3/4"+4ø5/8"
CORTE 1 - 1 CORTE 2 - 2 VALORES DE m
Refuerzo Refuerzo superior
ø
ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10 inferior
H cualquiera H<30 H>=30

1.40 4.80 .40 1.70 .50 3/8" .40 .40 .45

1/2" .40 .40 .45
5/8" .50 .45 .60
VIGA V-4B (.25x.50) 3/4" .65 .50 .70

EMPALMES TRASLAPADOS PARA

1 3ø3/4" 2 2 3ø3/4" 1 2ø5/8" 3
3ø3/4" 1.35 1.75
3ø3/4" 1.75 VIGAS, LOSAS Y ALIGERADOS

.20

.20

.20
.30

.30

.30
.85
3ø3/4" .25 .25
1 3ø3/4" 2 2 1 3
6ø3/4" 9ø3/4"
CORTE 1 - 1 CORTE 2 - 2
PROYECTO:
EDIFICIO MULTIFAMILIAR
ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 1ø5/8"
.50 4.05 .50 6.90 .30 PROPIETARIO: CONSTRUCTORA

.20

.20
ALVERA E.I.R.L.
VIGA V-5 (.25x.50) UBICACION:

.30

.30
URB. LA MARINA MZ. D LOTE 5
CAYMA - AREQUIPA
.25
6ø3/4"+2ø5/8" PLANO: FECHA:
CORTE 3 - 3
DETALLE DE VIGAS 01 FEB 2022
PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-13
 1 2ø1" 2 2ø3/4" 3 1ø3/4" 1 2ø5/8" 2 2ø5/8" 3
1.75
2ø1" 1.75 1.75
3ø3/4" 1.75

.20

.20

.20

.20

.20
.30

.30

.30

.30

.30
.85 .85
2ø1" .25 .25 .25 3ø3/4"
1 2 3 1 2 3
6ø1" 4ø1" 4ø1"+2ø3/4"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

.50 6.90 .30 .50 6.90 .30

1ø5/8"
VIGA V-5A (.25x.50) VIGA V-5C (.25x.50)

.20

.20

.20
.30

.30

.30
1 3ø3/4" 2 2ø3/4" 3
1.75
3ø3/4" 1.75
.25 .25
6ø3/4"+2ø5/8" 6ø3/4"

.20

.20

.20

.20

.20
CORTE 1 - 1 CORTE 2 - 2

.30

.30

.30

.30

.30
.25 .25 .25
1 2 3ø3/4" 3
9ø3/4" 6ø3/4" 8ø3/4"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

ø3/8": 1@.05,10@10,6@15,Rto.@.20
.50 6.90 .30

VIGA V-5B (.25x.50)

1 1 1

.15
3ø5/8" 2ø5/8" 2 2ø5/8" 3ø5/8" 2ø5/8" 2 3ø5/8"

.15
1.30 1.60 1.60 .60
.05

.20

.20

.20
ø e
CHATAS

.30

.30

.30
3/8" .20

.25 .25 1/2" .30

1 3ø5/8" 2 3ø5/8" 1 2 3ø5/8" 1
6ø5/8" 8ø5/8"
5/8" .35

e
CORTE 1 - 1 CORTE 2 - 2
3/4" .40

e
ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10
1" .55
.30 3.90 1.40 4.80 .40 1.70 .50
.05

VIGA V-6 (.25x.50) PERALTADAS

ANCLAJE DE VIGAS
2ø3/4"+1ø5/8"
1 2ø3/4"+1ø5/8" 3ø3/4" 2 3ø3/4" 2ø3/4"+1ø5/8" 1 3ø3/4" 2 3ø3/4" 3 2ø5/8" 1ø5/8" 1ø5/8" 1ø5/8"
1.20 1.60 1.60 .60 .60

.20

.20

.20

.20

.20
.30

.30

.30

.30

.30
1ø5/8" .25 1ø5/8" .25 1ø5/8" .25
1 2ø3/4"+1ø5/8" 2 2ø3/4"+1ø5/8" 1 2 3
2ø3/4"+1ø5/8" 4ø3/4"+2ø5/8" 6ø3/4"+2ø5/8" 4ø3/4"+4ø5/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10

.30 3.90 1.40 4.80 .40 1.70 .50

VIGA V-6A (.25x.50)

3ø3/4" 1 2ø5/8" 2 2ø5/8" 3ø3/4" 1 1ø5/8"

.20

.20

.20
.20
1.60 .60

.10
.20

.20

.20
.25 .25 .15

4ø1/2" 4ø1/2" 4ø3/8"

2ø1/2"
.30

.30

.30
ø1/4": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15
ø3/8": 1@.05,4@.10,Rto@.15

3ø3/4" 1 2 3ø3/4" 1
.25 .25
CORTE 1-1 CORTE 2-2 CORTE 4-4
6ø3/4" 6ø3/4"+2ø5/8" CORTE 3-3
CORTE 1 - 1 CORTE 2 - 2
(.25x.20) (.25x.20) (.15x.20)
ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10
(.10x.20)
1.40 4.80 .40 1.70 .50

VIGA V-6B (.25x.50)

PROYECTO:
EDIFICIO MULTIFAMILIAR

.40

.40
3ø5/8" 1 3ø5/8" 2 3 2ø5/8"
1.70 1.70
PROPIETARIO: CONSTRUCTORA
.20

.20

.20

.20 .20
4ø5/8" 4ø5/8" ALVERA E.I.R.L.
.30

.30

.30

UBICACION: URB. LA MARINA MZ. D LOTE 5

ø3/8": 1@.05,8@.10,Rto@.15 ø3/8": 1@.05,8@.10,Rto@.15
.85 .85
CAYMA - AREQUIPA
1
ø3/8": 1@.05,10@10,6@15,Rto.@.20
2ø5/8" 3ø5/8" 2
2ø5/8"
3
.25
11ø5/8"
.25
8ø5/8"
.25
8ø5/8"
CORTE 5-5 CORTE 6-6 PLANO: FECHA:
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3 DETALLE DE VIGAS 02
.50 6.90 .30
(.20x.40) (.20x.40) PROYECTISTA:
FEB 2022
REVISION:
VIGA V-7 (.25x.50) Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-14
 2ø5/8" 1 3ø5/8" 2 3 1ø5/8" 1ø5/8" 1 2ø5/8" 2
1.20
1.70 1.70

.20

.20

.20

.20

.20
.20

.20
.30

.30

.30
1 2ø5/8" 2 .25 .25
.25 .25 .25 5ø5/8" 4ø5/8"
1 3ø5/8" 2 3 ø3/8": 1@.05,8@10,6@15,Rto.@.20
ø3/8": 1@.05,10@10,6@15,Rto.@.20 8ø5/8" 6ø5/8" 7ø5/8" .30 5.05 .25 CORTE 1 - 1 CORTE 2 - 2
.50 6.90 .30 CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

VIGA V-7A (.25x.50) VIGA V-8 (.25x.40)

1 3ø5/8" 2 3ø5/8" 2 3ø5/8" 2 1 2ø5/8"

1.20
2ø5/8" 1.20 1.20 1.20

1 3ø5/8" 2 3ø5/8" 2 3ø5/8" 2 1

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

4.20 3.20 .30 5.05 .25 4.80 2.60

VIGA V-9 (.25x.50)

.20

.20
.30

.30
.25 .25
8ø5/8" 6ø5/8"
CORTE 1 - 1 CORTE 2 - 2

1 2 3ø5/8" 3 3ø5/8" 2 3ø5/8" 2 1 3ø5/8"

1.20
4ø3/4" 1.15 1.20 1.20

1.15 3ø5/8" 1.15 1.25 3ø5/8" 3ø5/8"

2ø5/8" 1 2 2ø5/8" 3 2ø5/8" 2 2 1

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

4.20 3.20 .30 5.05 .25 4.80 2.60
1ø3/4"
VIGA V-9A (.25x.50)

.20

.20

.20
.30

.30

.30
.25 .25 .25
8ø5/8"+4ø3/4" 6ø5/8" 9ø5/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

1 3ø5/8" 2 3ø5/8" 3 3 3ø5/8" 1 3ø5/8"

2ø5/8" 1.20 1.20 1.20

.20

.20

.20
.30

.30

.30
3ø5/8" 1.15 1.25 3ø5/8" 3ø5/8" .25 .25 .25
1 2ø5/8" 2 3 3 1
8ø5/8" 8ø5/8" 6ø5/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20

1.00 3.20 .30 5.05 .25 4.80 2.60

VIGA V-9B (.25x.50)

ø e

.15
.15

e
3/8" .20
L/3 L/3 L/3 .05

e
m
1/2" .30
CHATAS
m 5/8" .35

H
2 3ø5/8" 1 2ø5/8" .05

1.20 1.20
L/4 L/4 L/4 L/4 PERALTADAS 3/4" .40
.20

.20

1" .55
VALORES DE m
ANCLAJE DE VIGAS
.30

.30

Refuerzo Refuerzo superior

ø
inferior
H cualquiera H<30 H>=30 PROYECTO:
3ø5/8" .25 .25 3/8" .40 .40 .45 EDIFICIO MULTIFAMILIAR
2 1
8ø5/8" 6ø5/8" 1/2" .40 .40 .45

CORTE 1 - 1 CORTE 2 - 2 5/8" .50 .45 .60 PROPIETARIO: CONSTRUCTORA

3/4" .65 .50 .70
ALVERA E.I.R.L.
ø3/8": 1@.05,10@10,6@15,Rto.@.20
UBICACION: URB. LA MARINA MZ. D LOTE 5
.25 4.80 2.60
EMPALMES TRASLAPADOS PARA CAYMA - AREQUIPA
VIGA V-9C (.25x.50) VIGAS, LOSAS Y ALIGERADOS PLANO: FECHA:
DETALLE DE VIGAS 03 FEB 2022
PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-15
 1 2ø3/4" 2 2ø3/4" 2 1
4ø3/4" 1.55 1.55
4ø3/4"

.20

.20
.20

.20
2ø3/8" 2ø3/8" .25 .25
1ø3/8" 1ø3/8"
4ø1/2" 4ø1/2"

.40

.40
ø1/4": 1@.05,4@.10,Rto@.15 ø1/4": 1@.05,4@.10,Rto@.15
1 4ø3/4" 2 2 4ø3/4" 1

8ø3/4"+2ø3/8"
.50
10ø3/4"+2ø3/8"
.50 CORTE 1-1 CORTE 2-2
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 CORTE 1 - 1 CORTE 2 - 2 (.25x.20) (.25x.20)
.60 4.75 2.00 4.80 .60

VIGA V-10 (.50x.60)

.20

.20
.10
.15
1 2ø1" 2 2ø1"+2ø3/4" 3 2ø1"+2ø3/4" 2 1 2ø1"
1.55
2ø1"+2ø3/4" 1.55 1.55
2ø1"+2ø3/4" 1.55 4ø3/8"
1ø3/4" 1ø3/4" 1ø3/4" 2ø1/2"
ø1/4": 1@.05,4@.10,Rto@.15
ø3/8": 1@.05,4@.10,Rto@.15

.20

.20

.20
2ø3/8" 2ø3/8" CORTE 4-4
1ø3/8" 1ø3/8" 1ø3/8"
CORTE 3-3
(.15x.20)

.40

.40

.40
1
1.55 2ø1"+2ø3/4" 2
1.55
3
1.55 2ø1"+2ø3/4" 2 1
1.55
(.10x.20)
2ø3/4" 2ø3/4" 2ø3/4" 2ø3/4"
1ø3/4" .50
1ø3/4"
.50 1ø3/4" .50
6ø1"+6ø3/4" 6ø1"+8ø3/4"
4ø1"+4ø3/4"
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 +2ø3/8" +2ø3/8"
+2ø3/8"
4.75 CORTE 1 - 1 CORTE 3 - 3

.40

.40
.60 2.00 4.80 .60
CORTE 2 - 2
VIGA V-10A (.50x.60) .20 .20
4ø5/8" 4ø5/8"

ø3/8": 1@.05,8@.10,Rto@.15 ø3/8": 1@.05,8@.10,Rto@.15

1 2ø1"+1ø3/4" 2 4ø1" 3 3 4ø1" 2 2ø1"+1ø3/4" 1
1.55
2ø1"+2ø3/4" 1.55 1.55
2ø1"+2ø3/4" 1.55
1ø3/4" 1ø3/4" 1ø3/4"
CORTE 5-5 CORTE 6-6
(.20x.40) (.20x.40)

.20

.20

.20
2ø3/8" 2ø3/8" 1ø3/8" 1ø3/8" 1ø3/8"

.40

.40

.40
1
1.55 2ø1"+2ø3/4" 2 1.55
3 3
1.55 2ø1"+2ø3/4" 2
1.55
1 1ø3/4" .50
1ø3/4"
.50
1ø3/4"
.50
2ø3/4" 3ø3/4" 3ø3/4" 2ø3/4" 6ø1"+7ø3/4" 4ø1"+4ø3/4" 8ø1"+7ø3/4"
+2ø3/8" +2ø3/8" +2ø3/8"
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3
.60 4.75 2.00 4.80 .60

VIGA V-10B (.50x.60)

2ø1/2" 1 2 2 2 2 1 2ø1/2"
.80
2ø5/8" 2ø5/8" 2ø5/8" 2ø5/8" .80
1ø1/2"

.20

.20
2ø5/8" 2ø5/8" 2ø5/8" 2ø5/8"
1 2 2 2 2 1 .25 .25
VIGA o ALIGERADO
ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 4ø5/8"+2ø1/2" 4ø5/8" .20 .20
NIVEL
SUPERIOR
CORTE 1 - 1 CORTE 2 - 2 4ø3/8"

.10
.50 2.43 .25 3.08 .25 3.08 .25 2.43 .50

.30
VIGA V-11 (.25x.20) Junta 2.5 cm,
Rellenar con

Rto. @.25
tecknopor ó
similar.
4ø3/8"

.15
2ø1/2" 1 2 3 2 2 3 2 1 ø1/4": 1@.10,
2ø5/8" 2ø5/8" 2ø5/8" 2ø5/8" 2ø1/2" .25
Rto.@.25
.80 .80
1ø1/2"
CORTE 1-1(Pa)

.20

.20

.20
1 1
2ø5/8" .80 1.00 2ø5/8" 2ø5/8" 1.00 .80 2ø5/8" 1ø1/2"
1 2 1ø1/2" 3 2 2 1ø1/2" 3 2 1 .25 .25 .25 4ø1/2"

.25
Rto. @.25
ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 ø3/8": 1@.05,4@10,4@0.15,Rto.@.20 4ø5/8"+2ø1/2" 4ø5/8" 4ø5/8"+1ø1/2" ø1/4": 1@.10,
.25 Rto.@.25
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3
.50 2.43 .25 3.08 .25 3.08 .25 2.43 .50
CORTE 1-1(Pb)
VIGA o ALIGERADO

.30
NIVEL
VIGA V-11A (.25x.20) INFERIOR

.10
4ø3/8" * En caso de colocar columna Pa o
Pb en zona de ladrillo hueco, retirar
1 2 2 1 .20 .20 ladrillo y rellenar con concreto.
3ø5/8" 2ø5/8" 2ø5/8" 3ø5/8"
1.45 1.45
COLUMNA Pa, Pb

.20

.20
(Las columnas Pa estarán separadas con una junta

.40

.40
de 2.5 cm. de cualquier elemento estructural.

.20

.20
La junta se rellenará con tecknopor o similar).
.25 .25
1.45 2ø5/8" 2ø5/8" 1.45
1ø1/2"

1 1ø1/2" 2 2 1ø1/2" 1 7ø5/8"+2ø1/2" 4ø5/8"

ø3/8": 1@.05,10@10,4@0.15,Rto.@.20 ø3/8": 1@.05,10@10,4@0.15,Rto.@.20 CORTE 1 - 1 CORTE 2 - 2

.50 5.75 .25 5.75 .50 PROYECTO:

EDIFICIO MULTIFAMILIAR

VIGA V-11B (.25x.50) PROPIETARIO: CONSTRUCTORA

ALVERA E.I.R.L.
UBICACION: URB. LA MARINA MZ. D LOTE 5
CAYMA - AREQUIPA
PLANO: FECHA:
DETALLE DE VIGAS 04 FEB 2022
PROYECTISTA: REVISION:
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-16
 1 2ø3/4" 2 2 2ø3/4" 1
3ø3/4" 3ø3/4" ø e

.15
1.50 1.50

.15

e
.20

.20
3/8" .20
.05

e
1ø3/8" 1ø3/8"
2ø3/8" 2ø3/8" 1/2" .30
CHATAS

.40

.40
5/8" .35
.05

.30 .30
1 3ø3/4" 2 2 3ø3/4" 1 6ø3/4"+2ø3/8" 8ø3/4"+2ø3/8"
PERALTADAS 3/4" .40

CORTE 1 - 1 CORTE 2 - 2 1" .55

ø3/8": 1@.05,16@.075,Rto.@.10 ø3/8": 1@.05,16@.075,Rto.@.10
ANCLAJE DE VIGAS
.60 4.85 1.75 4.95 .60

VIGA V-12 (.30x.60)

1 3ø3/4" 2 3ø3/4" 3 3 3ø3/4" 2 3ø3/4" 1 1ø1"

2ø1" 2ø1" 1ø3/4"
1.50 1.50 1.50 1.50

.20

.20

.20
1ø3/8" 1ø3/8" 1ø3/8"
2ø3/8" 2ø3/8"

.40

.40

.40
1ø1"
.30 .30 .30
1.50 1.50
1 2ø1" 2 3 3 2ø1" 2 1 4ø1"+3ø3/4" 4ø1"+2ø3/8" 4ø1"+4ø3/4"
1ø3/4" 1ø3/4"
ø3/8": 1@.05,16@.075,Rto.@.10 ø3/8": 1@.05,16@.075,Rto.@.10
+2ø3/8" +2ø3/8"
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3
.60 4.85 1.75 4.95 .60

VIGA V-12A (.30x.60) VIGA o ALIGERADO

NIVEL
.20 .20
SUPERIOR
4ø3/8"

.10
.30
1 2ø3/4" 2 3ø3/4" 3 3 3ø3/4" 2 2ø3/4" 1 1ø1"
2ø1" 2ø1" 1ø3/4" Junta 2.5 cm,
1.50 1.50 1.50 1.50
Rellenar con

.20

.20

.20

Rto. @.25
tecknopor ó
similar.
2ø3/8" 2ø3/8"
1ø3/8" 1ø3/8" 1ø3/8" 4ø3/8"

.15
.40

.40

.40
ø1/4": 1@.10,
.25
Rto.@.25
1ø1"

2ø1" 2 2ø1"
.30 .30 .30 CORTE 1-1(Pa)
1 3 3 2 1 4ø1"+2ø3/4" 4ø1"+2ø3/8" 4ø1"+4ø3/4"
+2ø3/8" +2ø3/8"
1 1
ø3/8": 1@.05,16@.075,Rto.@.10 ø3/8": 1@.05,16@.075,Rto.@.10
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3 4ø1/2"

.25
Rto. @.25
.60 4.85 1.75 4.95 .60
ø1/4": 1@.10,
.25 Rto.@.25

VIGA V-12B (.30x.60) CORTE 1-1(Pb)

VIGA o ALIGERADO

.30
NIVEL
INFERIOR

.10
4ø3/8" * En caso de colocar columna Pa o
2ø3/4" Pb en zona de ladrillo hueco, retirar
1 2ø5/8" 2 1 2ø5/8" 1 2ø5/8" 2 1 .20 .20
3ø3/4" 3ø3/4" 1ø5/8" ladrillo y rellenar con concreto.
1.50 1.50 1.50 1.50
COLUMNA Pa, Pb

.20

.20
2ø3/8" 2ø3/8"
1ø3/8" 1ø3/8" (Las columnas Pa estarán separadas con una junta

.40

.40
de 2.5 cm. de cualquier elemento estructural.
La junta se rellenará con tecknopor o similar).
.30 .30
1 3ø3/4" 2 1 1 3ø3/4" 2 1 6ø3/4"+2ø5/8" 6ø3/4"+2ø3/8"
ø3/8": 1@.05,16@.075,Rto.@.10 ø3/8": 1@.05,16@.075,Rto.@.10
+2ø3/8"
CORTE 1 - 1 CORTE 2 - 2
.60 4.85 1.75 4.95 .60

VIGA V-12C (.30x.60)

2ø5/8" 2ø5/8" 1ø5/8"

1 2 1 2 3
3ø5/8" 3ø5/8"
1.20 1.20 1.20
.20

.20

.20

.20

.20
2ø3/8" 2ø3/8" 2ø3/8" 2ø3/8" 2ø3/8" 2ø3/8" 2ø3/8"
.40

.40

.40

.40

.40
.25 .25 1.20 .25 .25 .25
1 3ø5/8" 2 1 3ø5/8" 2 3
8ø5/8"+2ø3/8" 6ø5/8"+2ø3/8" 1ø5/8" 9ø5/8"+2ø3/8" 6ø5/8"+2ø3/8" 7ø5/8"+2ø3/8"

ø3/8": 1@.05,12@10,Rto.@.15 CORTE 1 - 1 CORTE 2 - 2 ø3/8": 1@.05,12@10,Rto.@.15 CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3

.50 4.43 .25 .50 4.43 .25

VIGA V-13 (.25x.60) VIGA V-13A(.25x.60)

L/3 L/3 L/3

m
1 1ø5/8" 2 1ø5/8" 3
1.20
3ø5/8" 1.20 m

H
.20

.20

.20

PROYECTO:
2ø3/8" 2ø3/8" 2ø3/8" 2ø3/8"
L/4 L/4 L/4 L/4 EDIFICIO MULTIFAMILIAR
.40

.40

.40

VALORES DE m PROPIETARIO: CONSTRUCTORA

Refuerzo Refuerzo superior
ø
inferior
H cualquiera H<30 H>=30
ALVERA E.I.R.L.
.25 .25 .25
1 3ø5/8" 2 3
7ø5/8"+2ø3/8" 6ø5/8"+2ø3/8" 7ø5/8"+2ø3/8" 3/8" .40 .40 .45 UBICACION: URB. LA MARINA MZ. D LOTE 5
1/2" .40 .40 .45
ø3/8": 1@.05,12@10,Rto.@.15
5/8" .50 .45 .60
CAYMA - AREQUIPA
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3
3/4" .65 .50 .70 PLANO: FECHA:
.25 4.33 .60 DETALLE DE VIGAS 05 FEB 2022
VIGA V-14 (.25x.60) EMPALMES TRASLAPADOS PARA PROYECTISTA: REVISION:

VIGAS, LOSAS Y ALIGERADOS

Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-17
 1 1ø5/8" 2 2ø5/8" 3 L/3 L/3 L/3
1.20
3ø5/8" 1.20 m

.20

.20

.20

.20

.20
m

H
2ø3/8" 2ø3/8" 2ø3/8" 2ø3/8"

.20
.40

.40

.40

.40
6ø5/8" L/4 L/4 L/4 L/4
.25

4ø5/8" ø3/8": 1@.05,6@10,Rto.@.15 VALORES DE m

3ø5/8" 1ø5/8" 1.20 .25 .25 .25
1 2 3
7ø5/8"+2ø3/8" 6ø5/8"+2ø3/8" 9ø5/8"+2ø3/8" ø3/8": 1@.05,8@10,Rto.@.15 ø
Refuerzo Refuerzo superior
inferior
ø3/8": 1@.05,12@10,Rto.@.15
CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3
VIGA V-16 3/8"
H cualquiera
.40
H<30
.40
H>=30
.45

.25 4.33 .60

VIGA V-15 (.40x.20) 1/2"
5/8"
.40 .40 .45
.50 .45 .60

VIGA V-14A (.25x.60) (.25x.40) 3/4" .65 .50 .70

EMPALMES TRASLAPADOS PARA

1 2 2ø5/8" 2 2ø5/8" 1
3ø5/8"
1.55 1.55
3ø5/8"
VIGAS, LOSAS Y ALIGERADOS

.20

.20
.30

.30
.30 .30
1 3ø5/8" 2 2 3ø5/8" 1 6ø5/8" 8ø5/8"

CORTE 1 - 1 CORTE 2 - 2
ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,10@10,6@15,Rto.@.20
.25 4.68 2.90 4.68 .25

VIGA V-16A (.25x.50)

1 2ø3/4" 3 3ø1 2 2 3ø1" 3 1 2ø3/4"

2ø1"+2ø3/4" 2ø1"+2ø3/4" 1ø1" 1ø3/4" 1ø1"
1.10 1.55 1.55 1.10

.20

.20

.20
2ø3/8" 2ø3/8" 1ø3/8" 1ø3/8" 1ø3/8"

.40

.40

.40
1
1.10 2ø1"+2ø3/4" 3
1.55
2 2
1.55 2ø1"+2ø3/4" 3 1
1.10 1ø1" .50 1ø3/4" .50 1ø1" .50
2ø3/4" 2ø1" 2ø1" 2ø3/4" 4ø1"+8ø3/4" 9ø1"+4ø3/4" 4ø1"+4ø3/4"
+2ø3/8" +2ø3/8" +2ø3/8"
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 CORTE 1 - 1 CORTE 2 - 2 CORTE 3 - 3
.60 4.33 2.90 4.33 .60

VIGA V-17 (.50x.60)

1 2ø1" 2 4ø1 3 3 4ø1" 2 2ø1" 1

2ø1"+2ø3/4" 2ø1"+2ø3/4" 1ø3/4" 1ø1" 1ø1"
1.10 1.55 1.55 1.10

.20

.20

.20
2ø3/8" 2ø3/8" 1ø3/8" 1ø3/8" 1ø3/8"

.40

.40

.40
1.10 2ø1"+2ø3/4" 1.55 1.55 2ø1"+2ø3/4" 1.10 .50 1ø1" .50 1ø1" .50
1
2ø1"
2 4ø1" 3 3
4ø1"
2
2ø1"
1 1ø3/4"
8ø1"+4ø3/4" 4ø1"+4ø3/4" 7ø1"+6ø3/4"
+2ø3/8" +2ø3/8" +2ø3/8"
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 CORTE 1 - 1 CORTE 2 - 2
.60 4.33 2.90 4.33 .60

VIGA V-17A (.50x.60)

.15
2ø3/4" 2ø3/4" 1 1ø1" 1ø1" 1ø1"

.15
1 2 2ø1 3 3 3ø1" 2
2ø1"+2ø3/4" 2ø1"+2ø3/4"
1.10 1.55 1.55 1.10
.05

.20

.20

.20
ø e
1ø3/8" 1ø3/8" 1ø3/8" CHATAS
2ø3/8" 2ø3/8"

.40

.40

.40
3/8" .20

1/2" .30
1ø1" .50 1ø1" .50 1ø1" .50
1.10 2ø1"+2ø3/4" 1.55 1.55 2ø1"+2ø3/4" 1.10 5/8" .35

e
1 2 4ø3/4" 3 3 2 1 4ø1"+8ø3/4" 4ø1"+4ø3/4" 6ø1"+8ø3/4"
2ø3/4" 4ø3/4" 2ø3/4"
+2ø3/8" +2ø3/8" +2ø3/8"
3/4" .40

e
CORTE 1 - 1 CORTE 2 - 2
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 1" .55
.60 4.33 2.90 4.33 .60
1ø1" .05

PERALTADAS
VIGA V-17B (.50x.60)

.20
1ø3/8"

ANCLAJE DE VIGAS

.40
1 2 2ø3/4" 2 2ø3/4" 1
2ø1"+2ø3/4" 2ø1"+2ø3/4" 1ø1" .50
1.55 1.55
4ø1"+4ø3/4" PROYECTO:
+2ø3/8" EDIFICIO MULTIFAMILIAR
2ø3/8" 2ø3/8" CORTE 1 - 1
PROPIETARIO: CONSTRUCTORA
1ø1"
ALVERA E.I.R.L.

.20
2ø1"+2ø3/4" 1 2 2 2ø1"+2ø3/4" 1 UBICACION: URB. LA MARINA MZ. D LOTE 5
1ø3/8" CAYMA - AREQUIPA

.40
2 ø3/8": 1@.05,16@.075,Rto.@.10 2 ø3/8": 1@.05,16@.075,Rto.@.10 PLANO: FECHA:
.60 4.33 2.90 4.33 .60
DETALLE DE VIGAS 06 FEB 2022
1ø1" .50
PROYECTISTA: REVISION:
4ø1"+6ø3/4"
VIGA V-17C (.50x.60) +2ø3/8"
CORTE 2 - 2
Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-18
 2ø3/4" 2 2 2ø3/4" 1
2ø1"+2ø3/4" 1ø1" 1ø1"
1.55
L/3 L/3 L/3

.20

.20
m

.15
.15
2ø3/8" 1ø3/8" 1ø3/8"
m

H
.40

.40
.05

ø e
CHATAS L/4 L/4 L/4 L/4
2 2 2ø1"+2ø3/4" 1
1ø1" .50 1ø1" .50
3/8" .20
4ø1"+4ø3/4" 4ø1"+6ø3/4" VALORES DE m
+2ø3/8" +2ø3/8" 1/2" .30
Refuerzo Refuerzo superior
ø
2 ø3/8": 1@.05,16@.075,Rto.@.10 CORTE 1 - 1 CORTE 2 - 2 inferior
H cualquiera H<30 H>=30
5/8" .35

e
1.15 2.90 4.33 .60 3/8" .40 .40 .45
3/4" .40 1/2" .40 .40 .45

e
VIGA V-17D (.50x.60) 1" .55
5/8"
3/4"
.50
.65
.45
.50
.60
.70
.05

PERALTADAS
EMPALMES TRASLAPADOS PARA
TANQUE ELEVADO 1 4ø3/4" 2ø5/8"
1.60
2
4ø3/4"
2
.25 .25 1ø5/8"
ANCLAJE DE VIGAS VIGAS, LOSAS Y ALIGERADOS

.60

.60
2ø1/2" 2ø1/2" 1ø1/2" 1ø1/2"

.20

.20
VIGA o ALIGERADO
NIVEL
4ø3/4" 1 2 2 .20 .20
4ø3/4" 8ø3/4"+2ø1/2" 8ø3/4"+2ø5/8 SUPERIOR
4ø3/8"

.10
+2ø1/2"
CORTE 1 - 1 CORTE 2 - 2

.30
ø3/8": 1@.05,10@10,6@15,Rto.@.20 ø3/8": 1@.05,Rto.@.10
Junta 2.5 cm,
1.40 4.80 .40 1.70 .50 Rellenar con

Rto. @.25
VIGA V-18 (.25x.80) tecknopor ó
similar.
4ø3/8"

.15
ø1/4": 1@.10,
.25
Rto.@.25

CORTE 1-1(Pa)
1 2ø5/8" 2 1 1
3ø5/8"
1.55 4ø1/2"

.25
.20

.20

Rto. @.25
ø1/4": 1@.10,
.25 Rto.@.25

.30

.30
CORTE 1-1(Pb)
.25 .25 VIGA o ALIGERADO

.30
8ø5/8" 6ø5/8" NIVEL
1 3ø5/8" 2 INFERIOR

.10
4ø3/8" * En caso de colocar columna Pa o
CORTE 1 - 1 CORTE 2 - 2
ø3/8": 1@.05,10@10,6@15,Rto.@.20 Pb en zona de ladrillo hueco, retirar
.20 .20 ladrillo y rellenar con concreto.
.64 6.17 .30
COLUMNA Pa, Pb
VIGA V-19 (.25x.50) (Las columnas Pa estarán separadas con una junta
de 2.5 cm. de cualquier elemento estructural.
La junta se rellenará con tecknopor o similar).
1 2ø5/8" 2
3ø5/8" 1.55

.20

.20
.30

.30
.25 .25

3ø5/8" 1 2 6ø5/8" 8ø5/8"

CORTE 1 - 1 CORTE 2 - 2
ø3/8": 1@.05,10@10,6@15,Rto.@.20
.30 6.11 .64

VIGA V-20 (.25x.50)

Máximo h=1.10m
Ver Arquitectura
2 2

Rto. @.20

Rto. @.20
JUNTA 2.5cm (RELLENO
DE SIKAFLEX o SIMILAR)

.40 PLACA o

.10

.10
COLUMNA

NIVEL INFERIOR
0 .20 .20
.4
3.00 (máx.)
4 (Típico)
3.00 (Máx.)
(Típico)
4ø3/8"

.20

.15
.2

.25 6mm: 1@.10,

0

.25 Rto.@.20
.18

4
1ø1/2"@.20
CORTE 2-2

.10

.10
1ø3/8"@.20

Arquitectura
3 3 3 3

Rto. @.20

Rto. @.20
DETALLE TIPICO DE ALFEIZAR

.15(Típico)

.10

.10
.25
ESCALERA E-02
TRAMO 1°
.18

PROYECTO:
1ø1/2"@.20
.20(Típico) EDIFICIO MULTIFAMILIAR
s/c = 300 kg/m². 4ø3/8"
No se muestra ø
de Viga ó Losa
.15

.30 ø6mm: 1@.10,

PROPIETARIO: CONSTRUCTORA
0 .25 4ø3/8"
.4

.20
Rto.@.20 ALVERA E.I.R.L.
ø6mm: 1@.10,
.40
CORTE 3-3 Rto.@.25 UBICACION: URB. LA MARINA MZ. D LOTE 5
.60

CAYMA - AREQUIPA
.15
PLANO: FECHA:
CORTE 4-4 DETALLE DE VIGAS 06 FEB 2022

DETALLE TIPICO DE PARAPETO PROYECTISTA: REVISION:

Ing. Marco A. Sanchez Zapata
Reg. CIP Nº 107799
ING. Jorge Rosas Espinoza
Reg. CIP Nº 133352
E-19