4.pdf

planos

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

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4.pdf

  • 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