planos arquitectura

1. CIMENTACIONES
ESCALA
1: 50
Ø
5/8"
(15.9
mm)
@
0.20
Ø 5/8" (15.9 mm) @ 0.20
1.50
2.00
Z-1
NPT = + 0.15
CORTE 4-4
.40
0.90
.10
.05
.05
.10
.05
.05
DETALLE DE CIMIENTOS
ESC : 1/20
NPT = + 0.10
CORTE 1-1
.40
0.90 0.90
.10
.05
.15
.15
.35
.25
0.40
.40
0.90
.10
.05
.15
CORTE 3-3
.15
.10
.05
.15
NPT = + 0.15
NPT = + 0.10
.40
.70
.10
.05
.15
CORTE 2-2
.15
.70
.10
.05
.15
NPT = + 0.15
NPT = + 0.10
.50
.25 .25
Viga de Cimentación
de 0.25 x 0.40 m.
0.90
0.50
.50
Viga de Cimentación
de 0.25 x 0.50 m.
0.90
0.40
.50
Viga de Cimentación
de 0.25 x 0.40 m.
0.25
Ø 3/8": 1@0.05, 4@0.10,
3@0.15, Rto.@0.25
0.40
DETALLES DE VIGA CONEXION''AyB'' 25X50
ESC : 1/20
2 Ø (5/8")
DETALLE ELEVACIÓN TIPICA DE COLUMNA
1@0.05, Rto @ 0.15
2 Ø3/8"
1@0.05, 7@0.10,
3@0.15 Rto @ 0.20
2 Ø3/8"
1@0.05, 7@0.10,
3@0.15 Rto @ 0.20
2 @ 0.15
1 Ø3/8"
4 @ 0.15
2 Ø3/8"
NTN : ±0.00 1er NIVEL
NTN : +3.24 2do NIVEL
2 @ 0.15
1 Ø3/8"
1@0.05, 7@0.10,
3@0.15 Rto @ 0.20
NTN : +3.24 3er NIVEL
2 @ 0.15
1 Ø3/8"
1@0.05, 7@0.10,
3@0.15 Rto @ 0.20
NTN : +5.94 4to NIVEL
2 @ 0.15
1 Ø3/8"
1@0.05, 7@0.10,
3@0.15 Rto @ 0.20
NTN : +8.64 5to NIVEL
2 @ 0.15
1 Ø3/8"
NTN : +11.34 AZOTEA
2 Ø (5/8")
0.25
Ø 3/8": 1@0.05, 4@0.10,
3@0.15, Rto.@0.25
0.50
DETALLES DE VIGA CONEXION''1,2,3y4'' 25X50
ESC : 1/20
3 Ø (5/8")
3 Ø (5/8")
2 Ø (1/2")
2 Ø (5/8")
VC''1'' - 0.25 x 0.50
Ø 3/8": 1@0.05, 8@0.10,
3@0.15, Rto.@0.20
CUADRO DE PLACAS Y COLUMNAS esc. 1:20
PISO
TIPO
ESTRIBAJE
ACERO
DETALLE DE
COLUMNAS
1º-6º PISO
ESC. 1/20
P-1
0.80
0.25
0.72
0.17
& 4 Ø 1/2"
8 Ø 5/8"
4Ø5/8"
4Ø1/2"
4Ø5/8"
Ø
5/8"
(15.9
mm)
@
0.20
Ø 5/8" (15.9 mm) @ 0.20
1.50
2.00
Z-2
B
B
A
A
VC''A''
-
0.25
x
0.50
3
2
1
A B
1.50
5.48
6.00
5.21
25.00
4
5
6
1.23 .40 1.38 1.50
2.00
1.11
5.29
4.07
5.21
4.41
5.49
2.00
2.61
2.21
3.08
2.07
2.01
2.00
3.21
2.00
1.81
2.00
5.29
4.07
5.21
4.41
5.75
6.00
1.50 1.03 .40 1.58 1.50
25.00
VC''1'' - 0.25 x 0.50
VC''1'' - 0.25 x 0.50
VC''1'' - 0.25 x 0.50
VC''1'' - 0.25 x 0.50
VC''1'' - 0.25 x 0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
VC''A''
-
0.25
x
0.50
.40
1.10
2.00
3.29
2.00
2.07
2.27
.40
.98
.40
1.16
2.00
1.81
2.00
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
P-1 P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1 P-1
P-1 P-1
Z-1 Z-1
Z-1 Z-1
Z-2
Z-2
Z-2 Z-2
Z-2
Z-2
Z-2
Z-2
PLANO:
REGION:
CUSCO
DIRECCION:
PLANOS:
LAMINA:
FECHA: ESCALA:
INDICADAS
VIVIENDA COMERCIO
PROYECTO:
UBICACION :
PROVINCIA:
DISTRITO:
PROYECTISTAS:
CUSCO
PROPIETARIA:
GRUPO A C
DISEÑO Y CONSTRUCCIÓN
&
Sra. FIORELA NINACO DIAZ
SAN SEBASTIAN
Ing. RAUL CORIZA
ORCCOHUARANCCA
CIP: 78868
ENERO 2023
URB.
TUPAC
AMARU,
CALLE
VENTURA
MONJARAS,
MANZANA
N
-
LOTE
4A
Arq.YURI CORIZA
ORCOHUARANCCA
ESTRUCTURAS
CIMENTACIONES
E-01
cimentación de grada