This document contains construction plans and details for building foundations and structures. It includes diagrams of foundation beams with dimensions, rebar configurations and placement. Column details are provided for different levels showing rebar locations. Floor plans show the layout of foundation beams and columns.

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