REVISIONES
# REV. COMENTARIOS FECHA
0 Revisión Municipal 25-10
1 Para Construcción 25-11
2 Modificación en Losas 25-12
CODIGO DE PROYECTO:
9130 - 2014
UBICACION Y NOMBRE DE ARCHIVO:
D/PROYECTOS 2014/9130
  /GOLF LOS ANDES II
INGENIERIA
A.MUÑOZ - D.QUIUN - M.TINMAN
CIP. Nro. 27329 CIP. Nro. 28114 CIP. Nro. 34696
PROYECTO:
CONJUNTO RESIDENCIAL
"GOLF LOS ANDES II"
UBICACION :
REGION: LIMA
PROVINCIA: LIMA
DISTRITO: LA MOLINA
Av./Ca./Psje:Av. Los Ingenieros 561,
Urb. Santa Patricia
PROPIETARIO :
LOS PORTALES
CONSTRUYE S.A.C.
ESTRUCTURAS
PLANO:
PLANTA DE CIMENTACIÓN
Y CORTES DE
CIMENTACIÓN
DISEÑO:
- MARCOS TINMAN BEHAR
- JAVIER ALFARO QUINTANILLA
- ALEJANDRO LARA COSTA
- JOSE BALCAZAR WONG
- FRANZ ESTRADA PORRAS
ING. RESPONSABLE:
DIBUJO CAD : REVISION:
F.R.M.S. M.T.B.
LAMINA :
ESCALA GRÁFICA
0 1.5 3 5 7.5 E-01
FECHA : ESCALA :
ESCALA 1:75 SEP. 2014 1/75-1/25@A0
.90 1.80 1.80 1.60 1.60
X
2∅3/4" 2∅3/4"
2∅3/4" 2∅3/4" 2∅3/4" .25
.60
.35
1∅3/4" 1∅3/4" 2∅3/4" 2∅3/4"
2∅3/4" 2∅3/4"
X
.70 1.50 1.50 .70 .70 1.50 1.50 .30
8Ø3/4"
1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT.
2.78 5.25 2.00 4.30 .70 X-X
VT-01 (0.30x0.60) (1er. a 4to .Piso)
1.40 1.40 1.20 .90
X 2Ø1"
2∅1" 2∅1" 2∅1"
1∅3/4" 1∅3/4" 1∅3/4" .25
.60
.35
1∅3/4"
2∅1" 2∅1" 2∅1"
X 2Ø1"
1.20 .70 .30
4Ø1"+1Ø3/4"
1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO@.15 C/EXT.
.25 2.38 .80 4.60 2.00 4.20 .80 2.50 X-X
VT-02 (0.30x0.60) (1er. a 4to .Piso)
.90 1.20 1.20 1.40 1.40 .90
X 2Ø1"
2∅1" 2∅1" 2∅1" 2∅1"
1∅3/4" 1∅3/4" 1∅3/4" 1∅3/4" .25
.60
.35
1∅3/4"
2∅1" 2∅1" 2∅1" 2∅1"
X 2Ø1"
.70 1.20 .30
4Ø1"+1Ø3/4"
1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT.
.25 2.38 .80 4.60 2.00 4.00 1.00 2.35 .25 X-X
VT-03 (0.30x0.60) (1er. a 4to .Piso)
1.60 1.60 1.80 1.80 .90
X X
2∅5/8" 2∅3/4" 2∅3/4"
.17 2∅3/4" 2∅3/4" 2∅3/4" .25
.50
.33 .60
.35
2∅5/8" 2∅3/4" 2∅3/4" 2∅3/4" 2∅3/4"
X 2∅3/4" 2∅3/4"
.25 X
4Ø5/8" 1.50 1.50 .70 .70 1.40 1.40 .70 .30
1   Ø3/8":1@.05,RTO.@.15 C/EXT.
X-X 4Ø1"+2Ø3/4".25 2.40 .25 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT.
.70 4.70 2.00 4.85 2.78 X-X
VT-04 (0.25x0.50) (1er. a 4to .Piso)
VT-05 (0.30x0.60) (1er. a 4to .Piso)
.90 .75 .15
X 2Ø3/4"
2∅3/4" 2∅3/4"
1∅5/8" .25
.60
.35
2∅3/4" 2∅3/4"
X 2Ø3/4"
.70 .25
4Ø3/4"+1Ø5/8"
1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT.
.60 4.30 .60 2.50 X-X
VT-06 (0.25x0.60) (1er. a 4to .Piso)
1.20 2.10
X Y 2Ø3/4"
2∅3/4" 2∅3/4" 2∅3/4" 2∅3/4"
2∅1" .25 .25
.60
.35 .70
.45
2∅3/4" 2∅3/4" 2∅3/4" 2∅1"
X 2∅3/4"
Y 2Ø3/4".25
.40 1.40 4Ø3/4" .30
1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,9@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,11@.15,RTO.@.25 C/EXT. 4Ø3/4"+2Ø1"
.60 2.00 .60 4.60 .30 2.50 .30 7.50 .30 X-X Y-Y
VT-07 (0.25x0.60/0.30x0.60/0.30x0.70) (1er. a 4to .Piso)
2.10 2.10
X Y 2Ø1"
2∅1" 2∅1" 2∅1"
2∅1" 2∅1" .25 .25
.70 .70 .60
.45 .35
2∅3/4" 2∅1" 2∅3/4"
2∅1" Y 2∅1"
X 2Ø1" .30
.90 1.20 .90 .90 1.20 .90 .30 6Ø1"
1   Ø3/8":1@.05,10@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,10@.15,RTO.@.25 C/EXT. 4Ø1"+2Ø3/4"
.30 7.50 .30 2.50 .30 7.50 .30 Y-YX-X
VT-08 (0.30x0.70/0.30x0.60) (1er. a 4to .Piso)
2.10 1.20
X Y 2Ø3/4"
2∅3/4" 2∅3/4" 2∅3/4" 2∅3/4"
2∅1" .25 .25
.70 .60
.45 .35
2∅1" 2∅3/4" 2∅3/4" 2∅3/4"
2∅3/4" Y
X 2Ø3/4" .25
1.40 .40 .30 4Ø3/4"
1   Ø3/8":1@.05,11@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 4Ø3/4"+2Ø1"
.30 7.50 .30 2.50 .30 3.35 .60 3.25 .60 Y-YX-X
VT-09 (0.30x0.70/0.30x0.60/0.25x0.60) (1er. a 4to .Piso)
.90
X
2∅3/4"
.20
.50
.30
2∅3/4"
X
.70 .20
4Ø3/4"
1   Ø3/8":1@.05,RTO.@.25 C/EXT.
2.50 .30 X-X
VT-10 (0.20x0.50) (1er. a 4to .Piso)
.90 1.80 1.80 1.60 1.60
X
2∅3/4" 2∅3/4"
2∅3/4" 2∅3/4" 2∅3/4" .25
.60
.35
1∅3/4" 1∅3/4" 2∅3/4" 2∅3/4"
2∅3/4" 2∅3/4"
X
.70 1.50 1.50 .70 .70 1.50 1.50 .30
8Ø3/4"
1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT.
2.78 5.25 2.00 4.30 .70 X-X
VT-01 (0.30x0.60) (1er. a 4to .Piso)
1.40 1.40 1.20 .90
X 2Ø1"
2∅1" 2∅1" 2∅1"
1∅3/4" 1∅3/4" 1∅3/4" .25
.60
.35
1∅3/4"
2∅1" 2∅1" 2∅1"
X 2Ø1"
1.20 .70 .30
4Ø1"+1Ø3/4"
1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO@.15 C/EXT.
.25 2.38 .80 4.60 2.00 4.20 .80 2.50 X-X
VT-02 (0.30x0.60) (1er. a 4to .Piso)
.90 1.20 1.20 1.40 1.40 .90
X 2Ø1"
2∅1" 2∅1" 2∅1" 2∅1"
1∅3/4" 1∅3/4" 1∅3/4" 1∅3/4" .25
.60
.35
1∅3/4"
2∅1" 2∅1" 2∅1" 2∅1"
X 2Ø1"
.70 1.20 .30
4Ø1"+1Ø3/4"
1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT.
.25 2.38 .80 4.60 2.00 4.00 1.00 2.35 .25 X-X
VT-03 (0.30x0.60) (1er. a 4to .Piso)
1.60 1.60 1.80 1.80 .90
X X
2∅5/8" 2∅3/4" 2∅3/4"
.17 2∅3/4" 2∅3/4" 2∅3/4" .25
.50
.33 .60
.35
2∅5/8" 2∅3/4" 2∅3/4" 2∅3/4" 2∅3/4"
X 2∅3/4" 2∅3/4"
.25 X
4Ø5/8" 1.50 1.50 .70 .70 1.40 1.40 .70 .30
1   Ø3/8":1@.05,RTO.@.15 C/EXT.
X-X 4Ø1"+2Ø3/4".25 2.40 .25 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT.
.70 4.70 2.00 4.85 2.78 X-X
VT-04 (0.25x0.50) (1er. a 4to .Piso)
VT-05 (0.30x0.60) (1er. a 4to .Piso)
.90 .75 .15
X 2Ø3/4"
2∅3/4" 2∅3/4"
1∅5/8" .25
.60
.35
2∅3/4" 2∅3/4"
X 2Ø3/4"
.70 .25
4Ø3/4"+1Ø5/8"
1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT.
.60 4.30 .60 2.50 X-X
VT-06 (0.25x0.60) (1er. a 4to .Piso)
1.20 2.10
X Y 2Ø3/4"
2∅3/4" 2∅3/4" 2∅3/4" 2∅3/4"
2∅1" .25 .25
.60
.35 .70
.45
2∅3/4" 2∅3/4" 2∅3/4" 2∅1"
X 2∅3/4"
Y 2Ø3/4".25
.40 1.40 4Ø3/4" .30
1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,9@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,11@.15,RTO.@.25 C/EXT. 4Ø3/4"+2Ø1"
.60 2.00 .60 4.60 .30 2.50 .30 7.50 .30 X-X Y-Y
VT-07 (0.25x0.60/0.30x0.60/0.30x0.70) (1er. a 4to .Piso)
2.10 2.10
X Y 2Ø1"
2∅1" 2∅1" 2∅1"
2∅1" 2∅1" .25 .25
.70 .70 .60
.45 .35
2∅3/4" 2∅1" 2∅3/4"
2∅1" Y 2∅1"
X 2Ø1" .30
.90 1.20 .90 .90 1.20 .90 .30 6Ø1"
1   Ø3/8":1@.05,10@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,10@.15,RTO.@.25 C/EXT. 4Ø1"+2Ø3/4"
.30 7.50 .30 2.50 .30 7.50 .30 Y-YX-X
VT-08 (0.30x0.70/0.30x0.60) (1er. a 4to .Piso)
2.10 1.20
X Y 2Ø3/4"
2∅3/4" 2∅3/4" 2∅3/4" 2∅3/4"
2∅1" .25 .25
.70 .60
.45 .35
2∅1" 2∅3/4" 2∅3/4" 2∅3/4"
2∅3/4" Y
X 2Ø3/4" .25
1.40 .40 .30 4Ø3/4"
1   Ø3/8":1@.05,11@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 1   Ø3/8":1@.05,8@.15,RTO.@.25 C/EXT. 4Ø3/4"+2Ø1"
.30 7.50 .30 2.50 .30 3.35 .60 3.25 .60 Y-YX-X
VT-09 (0.30x0.70/0.30x0.60/0.25x0.60) (1er. a 4to .Piso)
.90
X
2∅3/4"
.20
.50
.30
2∅3/4"
X
.70 .20
4Ø3/4"
1   Ø3/8":1@.05,RTO.@.25 C/EXT.
2.50 .30 X-X
VT-10 (0.20x0.50) (1er. a 4to .Piso)
A B C D E A B C D E
2.65 6.25 5.85 2.65 2.65 6.25 5.85 2.65
PL-06 PL-04 C-10 PL-08 PL-04 C-10
5 VT-01 (.30x.60) VT-01 (.30x.60) VT-01 (.30x.60) VT-01 (.30x.60)
.60 .50 .60 1.10 .50 .40 1.40 1.40 .40 .60 .60 .50 .60 1.10 .50 .40 1.40 1.40 .40 .60
Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø1/2" Ø1/2" Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø1/2" Ø1/2" Ø3/8" Ø3/8"
Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø3/8"
C-09 C-09
1.40 1.40 1.20 .60 1.40 1.40 1.20 .60
C-06 PL-03 C-08 C-06 PL-03 C-08
4 VT-02 (.30x.60) VT-02 (.30x.60) VT-02 (.30x.60) VT-02 (.30x.60) VT-02 (.30x.60) VT-02 (.30x.60) VT-02 (.30x.60) VT-02 (.30x.60)
CORREDOR
C-02 C-05 PL-02 C-07 C-02 C-05 PL-02 C-07
3 VT-03 (.30x.60) VT-03 (.30x.60) VT-03 (.30x.60) VT-03 (.30x.60) VT-03 (.30x.60) VT-03 (.30x.60) VT-03 (.30x.60) VT-03 (.30x.60)
C-01 C-04 C-01 C-04
2 VT-04 (.25x.50) VT-04 (.25x.50)
.60 .40 1.40 1.40 .40 .50 1.10 .60 .50 .60 .60 .40 1.40 1.40 .40 .50 1.10 .60 .50 .60
Ø3/8" Ø3/8" Ø1/2" Ø1/2" Ø3/8" Ø3/8" Ø1/2" Ø3/8" Ø3/8" Ø3/8" Ø1/2" Ø1/2" Ø3/8" Ø3/8" Ø1/2" Ø3/8"
Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø3/8"
.60 1.20 1.40 1.40 .60 1.20 1.40 1.40
C-03 PL-01 PL-05 C-03 PL-01 PL-07
1 VT-05 (.30x.60) VT-05 (.30x.60) VT-05 (.30x.60) VT-05 (.30x.60)
ENCOFRADO DE TECHO PARA EL 1ER. A 4TO. PISO ENCOFRADO DE TECHO PARA EL 5TO. PISO (TECHO)
ESCALA:1:50 ESCALA:1:50
(S/C aulas =250 kg/m2, S/C corredor y escalera =400kg/m2) (S/C=100kg/m2)
LOSA DE H=0.25m: LOSA DE H=0.25m:
LOSA ALIGERADA CONVENCIONAL LOSA ALIGERADA CONVENCIONAL
                          MALLA PERPENDICULAR A LAS VIGUETAS SUPERIOR DE ∅1/4"@.25m.                           MALLA PERPENDICULAR A LAS VIGUETAS SUPERIOR DE ∅1/4"@.25m.
(En las plantas sólo se muestran los refuerzos corridos y bastones para estas losas) (En las plantas sólo se muestran los refuerzos corridos y bastones para estas losas)
LOSA DE H=0.17m:
LOSA MACIZA      MALLA EN DOS DIRECCIONES SUPERIOR ∅3/8"@.20
                          MALLA EN DOS DIRECCIONES INFERIOR ∅3/8"@.20
(En las plantas sólo se muestran los bastones adicionales a estas mallas corridas)
2.60 5.20 2.80 7.80
PL-06
VT-06 (.25x.60) VT-06 (.25x.60)
VT-07 (.25x.60) VT-07 (.30x.60) VT-07 (.30x.70)
.50 .50 .50 .50
Ø3/8" Ø3/8"
Ø3/8"
VT-08 (.30x.70) VT-08 (.30x.60) VT-08 (.30x.70)
VT-09 (.30x.70) VT-09 (.30x.60) VT-09 (.25x.60) VT-09 (.25x.60)
PL-05
VT-10 (.20x.50)
PL-08
VT-06 (.25x.60) VT-06 (.25x.60)
.50 .90 .90 .50 .50
Ø3/8" Ø3/8" Ø3/8"
Ø3/8" Ø3/8"
VT-07 (.25x.60) VT-07 (.30x.60) VT-07 (.30x.70)
.50 .50 .50 .50
Ø3/8" Ø3/8"
Ø3/8"
VT-08 (.30x.70) VT-08 (.30x.60) VT-08 (.30x.70)
VT-09 (.30x.70) VT-09 (.30x.60) VT-09 (.25x.60) VT-09 (.25x.60)
PL-07
VT-10 (.20x.50)
2.00 2.00 2.00
CUADRO DE COLUMNAS .35 Ø3/8"@.175 .35 .35 .35 .35 .35Ø1/2"@.25 Ø3/8"@.175 Ø1/2"@.25 Ø3/8"@.175 Ø1/2"@.25
COLUMNA .30 .30 .30
C-01 C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-09 C-10
PISO 6Ø5/8" 6Ø5/8" 6Ø1/2" 6Ø1/2" 4Ø1/2" 4Ø1/2"
1   Ø3/8"@.15 1   Ø3/8"@.15 1   Ø3/8"@.125 1   Ø3/8"@.125 1   Ø3/8"@.125 1   Ø3/8"@.125
.30 PL-01, PL-04 (1er. y 2do. Piso) PL-01, PL-04 (3er. y 4to. Piso) PL-01,PL-04 (5to. Piso)
.70 (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
1er. Piso 2.00 2.00
.70 .35.80 .80 .80 .80 Ø3/8"@.175
.35 .35
Ø1/2"@.25 Ø3/8"@.175
.35
.25 .25 .25 .25 Ø1/2"@.25
8Ø5/8" 8Ø5/8" 12Ø3/4" 8Ø5/8" 12Ø3/4" 12Ø3/4" 12Ø3/4" 12Ø3/4" 8Ø5/8" 12Ø3/4"
2   Ø3/8": 1@.05, 6@.10, Rto@.25 2   Ø3/8": 1@.05, 6@.10, Rto@.25 2   Ø3/8": 1@.05, 7@.10, Rto@.25 2   Ø3/8": 1@.05, 6@.10, Rto@.25 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   Ø3/8": 1@.05, 6@.10, Rto@.25 2   Ø3/8": 1@.05, 7@.10, Rto@.25
(Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) .30 .30
6Ø5/8" 6Ø5/8" 6Ø1/2" 6Ø1/2"
1   Ø3/8"@.15 1   Ø3/8"@.15 1   Ø3/8"@.125 1   Ø3/8"@.125
PL-02, PL-03 (1er. y 2do. Piso) PL-02, PL-03 (3er. 4to. y 5to. Piso)
(f'c=210 kg/cm2) (f'c=210 kg/cm2)
2do. Piso IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1
.25 .25 .25
.25
.70
4Ø5/8"
3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4"
8Ø5/8" 4Ø5/8"+4Ø1/2" 8Ø1/2"
2   Ø3/8"@.15 .70 2   Ø3/8"@.125 .70 2   Ø3/8"@.125 .70
3er. Piso IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 1 4Ø5/8"
.70 .80 .80 .80 .80
8Ø3/4"+4Ø5/8" 6Ø3/4"+6Ø5/8" 6Ø3/4"+6Ø5/8" 6Ø3/4"+6Ø5/8" 6Ø3/4"+6Ø5/8" 8Ø3/4"+4Ø5/8"
2   Ø3/8": 1@.05, 7@.10, Rto@.25 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   +1C Ø3/8": 1@.05, 8@.10, Rto@.30 2   Ø3/8": 1@.05, 7@.10, Rto@.25
(Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo)
4to. Piso IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 3 IGUAL AL PISO 1 IGUAL AL PISO 3 IGUAL AL PISO 3 IGUAL AL PISO 3 IGUAL AL PISO 3 IGUAL AL PISO 1 IGUAL AL PISO 3
8.10 8.10 8.10
Ø1/2"@.20 Ø3/8"@.20 Ø3/8"@.20
Ø1/2"@.20 Ø1/2"@.25 Ø1/2"@.25
5to. Piso IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 3 IGUAL AL PISO 1 IGUAL AL PISO 1 IGUAL AL PISO 3
.80 .80 .80 .80
12Ø5/8" 12Ø5/8" 12Ø5/8" 12Ø5/8"
2   +1CØ3/8": 1@.05, 8@.10, Rto@.30 2   +1CØ3/8": 1@.05, 8@.10, Rto@.30 2   +1CØ3/8": 1@.05, 8@.10, Rto@.30 2   +1CØ3/8": 1@.05, 8@.10, Rto@.30
(Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo) (Desde cada Extremo)
1.00 3.00 1.00
PARAMETROS DE
Ø3/8"@.25
.40 FUERZA SISMICA
1.20 .17
Z = 0.35 S = 1.00 NFP= INDICADA Ø1/2"@.20 Ø3/8"@.20 Ø1/2"@.208Ø5/8" Ø1/2"@.20 8Ø5/8" 4Ø5/8"+4Ø1/2" Ø1/2"@.25 4Ø5/8"+4Ø1/2" 8Ø1/2" Ø3/8"@.20 8Ø1/2"
Ø3/8"@.25 2   Ø3/8"@.15 2   Ø3/8"@.15 2   Ø3/8"@.125 2   Ø3/8"@.125 2   Ø3/8"@.125 2   Ø3/8"@.125.70 .70 .70
.30 U = 1.50 Rx = 6.0
.30 .30 .30
.16
Cx = Cy = 2.5 Ry = 6.01.75 Ø3/8"@.25 Ø3/8"@.25
.50 .25 .50 .25 .50 .25
1.60
Ø3/8"@.20 2.92 2.92 2.92
LONGITUD DE EMPALME (L)
1.20 1"Ø 1.00 PL-05 (1ro. y 2do. Piso) PL-05 (3er. y 4to. Piso) PL-05 (5to. Piso)
.17 EMPALMAR EN DIFERENTES .70 (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)3/4"Ø
PARTES PROCURANDO DE HACER
LOS EMPALMES FUERA DE LA 5/8"Ø .50
ZONA DE CONFINAMIENTO 1/2"Ø .40
CONSIDERANDO ZONA DE
3er. Tramo (Típico) REFUERZOS BAJOS
2.92 2.92 2.92
.25 Ø1/2"@.20 .50 .25 Ø3/8"@.20 .50 .25Ø1/2"@.20 Ø1/2"@.25 Ø3/8"@.20
.50
Ø3/8"@.20
NFP= INDICADA EMPALMES TRASLAPADOS PARA COLUMNAS
ESPECIFICACIONES TECNICAS .30 .30 .30.70 8Ø5/8" .70 4Ø5/8"+4Ø1/2" .70 8Ø1/2"
8Ø5/8" 2   Ø3/8"@.15 4Ø5/8"+4Ø1/2" 2   Ø3/8"@.125 8Ø1/2" 2   Ø3/8"@.125
2   Ø3/8"@.15 2   Ø3/8"@.125 2   Ø3/8"@.125
CONCRETO ConcretoZAPATAS AISLADAS, ZAPATAS CORRIDAS, COLUMNAS Premezclado
ARMADO VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, ESCALERAS f'c = 210 kg/cm2
1.00 3.00 1.00
ACERO Fy = 4200 kg/cm2
.17 1.40 Ø3/8"@.25 ZAPATA VACIADO SOBRE TIERRA 7.5 cm
.30 COLUMNAS 4.0 cm
RECUBRIMIENTOS
.16 VIGAS PERALTADAS 4.0 cm VER DETALLE A JUNTA 2 cm. ,RELLENA DE
Ø3/8"@.25 TECNOPOR O SIMILAR Un "ojo chino" alargado. 
Ø3/8"@.25 1.75
ALIGERADOS, LOSAS MACIZAS 2.0 cm
.03
1.50 VIGA PRINCIPALES VIGA PRINCIPALES
Ø3/8"@.20 .17Ø3/8"@.25 SOBRECARGAS AULAS = 250 kg/m2 ESCALERA = 400 kg/m2 .02
Ø3/8"@.25
.30
1.20 Capacidad Portante del Terreno = 2.50 kg/cm2 
.17
.40 COLUMNA DETALLE A Ø1/2"@.20 Ø3/8"@.20 Ø3/8"@.20
Ó S/E
PLACA 8.10 8.10 8.10
2do. Tramo (Típico) Ø1/2"@.20 Ø1/2"@.25 Ø1/2"@.25
1 1
.20 .20 .20 .20 .20 .20
.15
VIGA O CIMIENTO VIGA O CIMIENTO 4Ø3/8"
3.00 1.00 1/4"Ø:1@.05,4@.10,
ESPACIAR LAS COLUMNAS EN LONGITUDES rto.@.20
IGUALES TENIENDO COMO MAXIMO 3.00 MTS. VIGA VC (.15X.20)
Ø3/8"@.25 DESPLAZAMIENTOS MAXIMOS RELATIVOS DE ENTREPISOS PARA MUROS DE .12 o .15 Y 4.00 PARA
.40 MUROS DE .25
Y TOTALES PARA LAS DOS DIRECCIONES PRINCIPALES
1.20 .17
DE LA ESTRUCTURA DETALLE DE MUROS DE TABIQUERÍA ESC. 1/25S/E
Ø3/8"@.25
.30
NOTA
.16 DIRECCION X DIRECCION Y
.15 
Ø3/8"@.25 A) TODOS LOS TABIQUES ESTARAN SEPARADOS DE LA ESTRUCTURA
1.75 Ø3/8"@.25    TANTO EN EL EXTREMO SUPERIOR COMO EN LOS LATERALES .25
Piso h entrepisos h acumulado ENTREPISOS TOTAL ENTREPISOS TOTAL B) EN CASO QUE SE TENGA COLUMNAS DE REFUERZO QUE NO SE
1.20
Ø3/8"@.20    APOYEN EN VIGAS PERALTADAS O CHATAS SE ANCLARAN EN UN
4Ø3/8"
(m) (m) (cm) (cm) (cm) (cm)    ENSANCHE DEL ALIGERADO FORMADO AL QUITAR LADRILLOS Y 1/4"Ø:4@.10,RTO@.25
   RELLENADO CON CONCRETO
N.P.T. 0.00 CORTE 1-1
5 8Ø5/8" 4Ø5/8"+4Ø1/2" 8Ø1/2"3.50 17.50 1.14 5.53 0.37 1.67 C) TODOS LOS MUROS NO PORTANTES MAYORES DE 3.00 MTS. LLEVARAN UNA VC. (.15X.20) A MEDIA ALTURA S/E 2   Ø3/8"@.15 2   Ø3/8"@.125 2   Ø3/8"@.125
.70 .70 .70
4 3.50 14.00 1.31 4.39 0.40 1.29
3 3.50 10.50 1.36 3.07 0.38 0.89
2 3.50 7.00 1.17 1.71 0.32 0.51 .25 .25 .25
1 3.50 3.50 0.54 0.54 0.19 0.19 PL-06 (1ro. y 2do. Piso) PL-06 (3er. y 4to. Piso) PL-06 (5to. Piso)
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.50
1er. Tramo
ESCALERA 01
ESCALA: 1:25
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.60
.17
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.60
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.60 .60
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.60
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.30 .30 .30
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.30 .30 .30
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.30 .30 .30
h
L
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.30 .30 .30
h/6 2 h/3 h/6
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.60
(f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2) (f'c=210 kg/cm2)
.30 .30
.20
.60 .60
.17
.17
A B C D E
2.65 6.25 5.85 2.65
H=0.60m.
H=0.70m. N.F.Z.=-1.40
N.F.Z.=-1.40 H=0.60m.
Ø1/2"@.35 (Sup.) N.F.Z.=-1.40
Ø1/2"@.35 (Sup.)
PL-06 PL-04 C-10
5
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.)
4.00 1.80
2.90
H=0.60m.
N.F.Z.=-1.40
C-09
N.P.T. +0.05
Ø5/8"@.175(Inf.)
Ø5/8"@.175 + Ø5/8"@.35 (Inf.)
1.50
H=0.70m.
N.F.Z.=-1.40 BLOQUE EXISTENTE H=0.60m.
N.F.Z.=-1.40
Ø1/2"@.30 (Sup.)
C-06 PL-032 3 C-08
4 VC-03 (0.30x0.80) VC-03 (0.30x0.80)
2 3
Ø5/8"@.175 + Ø5/8"@.35 (Inf.) Ø5/8"@.15(Inf.)
5.20 1.90
H=0.60m. H=0.60m.
N.F.Z.=-1.40 N.F.Z.=-1.40
Ø1/2"@.35 (Sup.)
C-02 C-05 PL-02 C-07 1
3 VC-01 (0.30x0.80)
1
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.)
Ø5/8"@.15 (Inf.)
1.20 2.40 2.90
4.40
N.P.T. +0.05
H=0.60m.
H=0.60m. N.F.Z.=-1.40
N.F.Z.=-1.40
C-01 C-04
Ø5/8"@.175 + Ø5/8"@.35 (Inf.)
2 .20 .20
.80 .80
Ø5/8"@.175(Inf.) .70 .70
Ø5/8"@.175(Inf.)
H=0.70m.
N.F.Z.=-1.40
1.10 .30 .30H=0.60m. 8Ø5/8" 8Ø5/8"
1.60 N.F.Z.=-1.40 1   Ø3/8":1@.05,RTO.@.15 C/EXT. 1   Ø3/8":1@.05,RTO.@.15 C/EXT.
1-1 2-2
Ø1/2"@.35 (Sup.)
C-03
PL-01 PL-05 .80
1 .05
H=0.60m. .30
Ø5/8"@.175(Inf.) N.F.Z.=-1.40 6Ø3/4"1   Ø3/8":1@.05,8@.10, RTO.@.15 C/EXT.
Ø5/8"@.175 + Ø5/8"@.35 (Inf.) 3-3
Ø5/8"@.175(Inf.)
1.80
5.20
4.00
CIMENTACIÓN
ESCALA: 1:50
2.60 5.20 2.80 7.80
9.70
1.50 1.60 Ø5/8"@.175(Inf.)
PL-06
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.)
Ø1/2"@.35 (Sup.)
1.80
1.80 1.90
Ø5/8"@.175(Inf.)
Ø5/8"@.175(Inf.)
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.)
5.30
2.30 2.30
Ø5/8"@.15(Inf.)
Ø1/2"@.35 (Sup.) Ø1/2"@.35 (Sup.)
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.)
Ø1/2"@.30 (Sup.)
2.00
2.45 1.85
Ø5/8"@.175(Inf.) 1.80
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.) 1.80
Ø5/8"@.175(Inf.) Ø5/8"@.175(Inf.)
Ø5/8"@.175(Inf.)
PL-05
Ø1/2"@.35 (Sup.)