CLAVE CATASTRAL: 060 101 016 001 007 047 000 000 000
PROYECTISTA :
CONTIENE:
PROPIETARIO:
INGENIERA CIVIL
JESSICA PAOLA TAPIA A.
1:100
ESCALA: FECHA:
DICIEMBRE - 2023
TLF. 0984769161
LAMINA: E1
SELLOS MUNICIPALES
CUADRO DE PLINTOS
CUADRO DE COLUMNAS
ARMADO TIPO DE LOSA N+3.34;+6.04;+8.74
ARMADO LONGITUDINAL DE VIGAS N+3.34;+6.04;+8.74
PROYECTO ARQUITECTÓNICO F02
ING. LILIAN PATRICIA NUÑEZ VITERI
ARMADO DE GRADA
A B C
30EØ10Mc202
2Ø12Mc203 a=6.93
2Ø12Mc203 a=6.93
L
15 Estribos L
15 Estribos
Total 30 Estribos
CORTE
2Ø12Mc203Sup. 2Ø12Mc203Inf.
1EØ[email protected] Mc202
0.20
0.20
3.353.35
0.30 3.05 0.30 3.05 0.30
Cd1
Ejes 1
Nivel N+0.64
A B C
30EØ10Mc202
2Ø12Mc203 a=6.93
2Ø12Mc203 a=6.93
L
15 Estribos L
15 Estribos
Total 30 Estribos
CORTE
2Ø12Mc203Sup. 2Ø12Mc203Inf.
1EØ[email protected] Mc202
0.20
0.20
3.353.35
0.30 3.05 0.30 3.05 0.30
Cd1
Ejes 2
Nivel N+0.64
A B C
30EØ10Mc202
2Ø12Mc203 a=6.93
2Ø12Mc203 a=6.93
L
15 Estribos L
15 Estribos
Total 30 Estribos
CORTE
2Ø12Mc203Sup. 2Ø12Mc203Inf.
1EØ[email protected] Mc202
0.20
0.20
3.353.35
0.30 3.05 0.30 3.05 0.30
Cd1
Ejes 3
Nivel N+0.64
A B C
30EØ10Mc202
2Ø12Mc203 a=6.93
2Ø12Mc203 a=6.93
L
15 Estribos L
15 Estribos
Total 30 Estribos
CORTE
2Ø12Mc203Sup. 2Ø12Mc203Inf.
1EØ[email protected] Mc202
0.20
0.20
3.353.35
0.30 3.05 0.30 3.05 0.30
Cd1
Ejes 4
Nivel N+0.64
4 3 2 1
45EØ10Mc202
2Ø12Mc201 a=9.92
2Ø12Mc201 a=9.92
L
15 Estribos L
12 Estribos L
18 Estribos
Total 45 Estribos
0.20
0.20
3.80
2.603.30
0.30 3.00 0.30 2.30 0.30 3.50 0.30 CORTE
2Ø12Mc201Sup. 2Ø12Mc201Inf.
1EØ[email protected] Mc202
Cd2
Ejes A
Nivel N+0.64
4 3 2 1
45EØ10Mc202
2Ø12Mc201 a=9.92
2Ø12Mc201 a=9.92
L
15 Estribos L
12 Estribos L
18 Estribos
Total 45 Estribos
0.20
0.20
3.802.603.30
0.30 3.00 0.30 2.30 0.30 3.50 0.30 CORTE
2Ø12Mc201Sup. 2Ø12Mc201Inf.
1EØ[email protected] Mc202
Cd2
Ejes B
Nivel N+0.64
4 3 21
45EØ10Mc202
2Ø12Mc201 a=9.92
2Ø12Mc201 a=9.92
L
15 Estribos L
12 Estribos L
18 Estribos
Total 45 Estribos
0.20
0.20
3.802.603.30
0.30 3.00 0.30 2.30 0.30 3.50 0.30 CORTE
2Ø12Mc201Sup. 2Ø12Mc201Inf.
1EØ[email protected] Mc202
Cd2
Ejes C
Nivel N+0.64
4 Ø12mm
1 EST Ø10mm
@ 15 cm
DETALLE DE CIMINETO-CADENA
0.200.30
Nv +0.64
HORMIGON CICLOPEO
0.20
0.20
0.30
0.30
0.05 0.05 CORTE TIPICO LOSA h=0.20
0.25
0.30
0.15
0.20
0.40
0.10
0.10
CUADRO DE COLUMNAS
UBICACIÓN
A1, A4, B1, B4, C1, C2, C3, C4
8
No.
TIPO
0.30
A
SECCIÓN
0.30
BUBICACIÓN
A2, A3, B2, B3
4
No.
0.30
A
0.30
B
NIVEL
SECCIÓN
145EØ10Mc301
145Ø10Mc303
145Ø10Mc303
4Ø12Mc304 a=10.36
4Ø12Mc304 a=10.36
107Ø10Mc303
107Ø10Mc303
4Ø12Mc302 a=7.66
4Ø12Mc302 a=7.66
N-1.40
N-1.70
N+0.64
N+6.04
N+3.34
107EØ10Mc301
N+8.74
C2
L
31 Estribos L
38 Estribos L
38 Estribos L
38 Estribos
Total 145 Estribos
0.30
0.30
2.702.702.65
2.24
0.30 1.84 0.20 2.40 0.30 2.40 0.30 2.40 0.30
C1
L
31 Estribos L
38 Estribos L
38 Estribos
0.30
0.30
2.702.65
2.24
0.30 1.84 0.20 2.40 0.30 2.40 0.30
Total 107 Estribos
CORTE
8Ø12Mc302
1EØ[email protected] Mc301
CORTE
8Ø12Mc304
1EØ[email protected] Mc301
1:50Esc
1
2
3
4
A B C
3.802.603.30
3.35 3.35
V1
V2
V2
V1
V5
V4
V3
1:100Esc
PLANTA LOSA N+3.34;+6.04
11Ø12Mc424 a=2.908Ø12Mc423 a=2.35 6Ø12Mc422 a=1.396Ø12Mc421 a=1.21
1Ø12Mc420 a=2.45 11Ø12Mc419 a=2.1511Ø12Mc418 a=1.95 6Ø12Mc417 a=2.00
8Ø12Mc416 a=1.75
6Ø12Mc415 a=5.546Ø12Mc414 a=4.63
3Ø12Mc413 a=9.963Ø12Mc412 a=3.16
8Ø12Mc411 a=11.02
1Ø12Mc410 a=4.21
18Ø12Mc409 a=8.42
5Ø12Mc408 a=5.15
1Ø12Mc406 a=5.01
1Ø12Mc407 a=5.55
20Ø12Mc405 a=1.25 18Ø12Mc428 a=2.7519Ø12Mc427 a=2.25
5Ø12Mc426 a=2.495Ø12Mc425 a=1.58
1Ø12Mc429 a=1.87
A B C
1.85
35 Estribos
0.60 0.60
1.85
35 Estribos
0.60 0.60
1.50
24 Estribos
Total 94 Estribos
94EØ10Mc502
0.25
0.30
1.663.353.35
0.30 3.05 0.30 3.05 0.30 1.50
2Ø12Mc521 a=1.30 2Ø12Mc523 a=2.802Ø12Mc519 a=2.35
3Ø12Mc522 a=8.42
3Ø12Mc522 a=8.42
A B C
1.85
35 Estribos
0.60 0.60
1.85
35 Estribos
0.60 0.60
1.60
26 Estribos
Total 96 Estribos
96EØ10Mc502
0.25
0.30
1.763.353.35
0.30 3.05 0.30 3.05 0.30 1.60
2Ø12Mc521 a=1.30 2Ø12Mc520 a=2.902Ø12Mc519 a=2.35
3Ø12Mc518 a=8.52
3Ø12Mc518 a=8.52
4 3 21
1.10
17 Estribos 1.80
34 Estribos
0.60 0.60
1.10
28 Estribos
0.60 0.60
2.30
38 Estribos
0.60 0.60
1.50
24 Estribos
Total 151 Estribos
141EØ10Mc502
0.25
0.30
1.653.802.603.301.25
1.10 0.30 3.00 0.30 2.30 0.30 3.50 0.30 1.50
2Ø12Mc517 a=2.40 2Ø12Mc513 a=2.952Ø12Mc506 a=2.05 2Ø12Mc505 a=2.25
5 Estribos
3Ø12Mc516 a=9.31
0.60
3Ø12Mc511 a=3.81
5 Estribos
3Ø12Mc515 a=6.11
10 Estribos Traslape
10EØ10Mc502
0.60
3Ø12Mc509 a=7.01
4 3 2 1
1.20
19 Estribos 1.80
34 Estribos
0.60 0.60
1.10
28 Estribos
0.60 0.60
2.30
38 Estribos
0.60 0.60
1.50
24 Estribos
Total 153 Estribos
143EØ10Mc502
0.25
0.30
1.653.802.603.301.35
1.20 0.30 3.00 0.30 2.30 0.30 3.50 0.30 1.50
2Ø12Mc514 a=2.50 2Ø12Mc513 a=2.952Ø12Mc506 a=2.05 2Ø12Mc505 a=2.25
5 Estribos
3Ø12Mc512 a=9.41
0.60
3Ø12Mc511 a=3.81
5 Estribos
3Ø12Mc510 a=6.21
10 Estribos Traslape
10EØ10Mc502
0.60
3Ø12Mc509 a=7.01
4 3 2 1
0.60
9 Estribos 1.80
34 Estribos
0.60 0.60
1.10
28 Estribos
0.60 0.60
2.30
38 Estribos
0.60 0.60
0.75
11 Estribos
Total 120 Estribos
120EØ10Mc502
0.25
0.30
0.903.802.603.300.75
0.60
0.30 3.00 0.30 2.30 0.30 3.50 0.30
0.75
2Ø12Mc508 a=1.90 2Ø12Mc507 a=2.202Ø12Mc506 a=2.05 2Ø12Mc505 a=2.25
3Ø12Mc504 a=11.27
3Ø12Mc504 a=11.27
V1
Ejes 1
Nivel N+3.34;+6.04
CORTE
3Ø12Mc522Sup. 3Ø12Mc522Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc523Ref.Sup.
CORTE
3Ø12Mc518Sup. 3Ø12Mc518Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc520Ref.Sup.
V2
Ejes 2
Nivel N+3.34;+6.04
A B C
1.85
35 Estribos
0.60 0.60
1.85
35 Estribos
0.60 0.60
1.60
26 Estribos
Total 96 Estribos
96EØ10Mc502
0.25
0.30
1.763.353.35
0.30 3.05 0.30 3.05 0.30 1.60
2Ø12Mc521 a=1.30 2Ø12Mc520 a=2.902Ø12Mc519 a=2.35
3Ø12Mc518 a=8.52
3Ø12Mc518 a=8.52
CORTE
3Ø12Mc518Sup. 3Ø12Mc518Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc520Ref.Sup.
V4
Ejes 3
Nivel N+3.34;+6.04
A B C
1.85
35 Estribos
0.60 0.60
1.85
35 Estribos
0.60 0.60
1.50
24 Estribos
Total 94 Estribos
94EØ10Mc502
0.25
0.30
1.663.353.35
0.30 3.05 0.30 3.05 0.30 1.50
2Ø12Mc521 a=1.30 2Ø12Mc523 a=2.802Ø12Mc519 a=2.35
3Ø12Mc522 a=8.42
3Ø12Mc522 a=8.42
V1
Ejes 4
Nivel N+3.34;+6.04
CORTE
3Ø12Mc522Sup. 3Ø12Mc522Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc523Ref.Sup.
CORTE
3Ø12Mc511Sup. 3Ø12Mc509Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc513Ref.Sup.
CORTE
3Ø12Mc511Sup. 3Ø12Mc509Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc513Ref.Sup.
CORTE
3Ø12Mc504Sup. 3Ø12Mc504Inf.
1EØ[email protected] y 0.12 Mc502
2Ø12Mc507Ref.Sup.
V4
Eje B
Nivel N+3.34;+6.04
V3
Eje A
Nivel N+3.34;+6.04
V5
Eje C
Nivel N+3.34;+6.04
Nv +3.34
Nivel de losa
10
11
12
7Ø12Mc607 a=4.15
34Ø12Mc602 a=1.10
7Ø12Mc606 a=4.12
9
13
1
2
335Ø12Mc602 a=1.10
7Ø12Mc605 a=3.86
7Ø12Mc604 a=3.88
4
5
6
7
Nv +0.64
Nv -0.60
Nivel de fundacion
8
14
15
Nv +6.04
Nivel de losa
10
11
12
7Ø12Mc603 a=4.15
34Ø12Mc602 a=1.10
7Ø12Mc601 a=4.12
9
13
14
15
8
1:50Esc
DETALLE GRADAS
2
3
4
7Ø12Mc603 a=4.15
34Ø12Mc602 a=1.10
7Ø12Mc601 a=4.12
1
5
6
7
Nv +3.34
Nivel de losa
2
3
A B
3.35
2.60
V1
V1
V2
V2
1:100Esc
PLANTA LOSA N+8.74
10Ø12Mc405 a=1.25 10Ø12Mc404 a=2.65
10Ø12Mc403 a=4.97
9Ø12Mc402 a=1.409Ø12Mc402 a=1.40
9Ø12Mc401 a=3.62
A B
1.85
35 Estribos
0.60 0.60
1.40
22 Estribos
Total 57 Estribos
57EØ10Mc502
0.25
0.30
1.563.36
0.30 3.06 0.30 1.40
3Ø12Mc503 a=4.98
3Ø12Mc503 a=4.98
32
L
6 Estribos 1.10
28 Estribos
0.60 0.60
L
6 Estribos
Total 40 Estribos
40EØ10Mc502
0.25
0.30
0.552.600.55
0.40
0.30 2.30 0.30
0.40
3Ø12Mc501 a=3.62
3Ø12Mc501 a=3.62
V1
Ejes 2
Nivel N+8.74
CORTE
3Ø12Mc503Sup. 3Ø12Mc503Inf.
1EØ[email protected] y 0.12 Mc502
V2
Ejes A
Nivel N+8.74
CORTE
3Ø12Mc501Sup. 3Ø12Mc501Inf.
1EØ[email protected] y 0.12 Mc502
A B
1.85
35 Estribos
0.60 0.60
1.40
22 Estribos
Total 57 Estribos
57EØ10Mc502
0.25
0.30
1.563.36
0.30 3.06 0.30 1.40
3Ø12Mc503 a=4.98
3Ø12Mc503 a=4.98
V1
Ejes 3
Nivel N+8.74
CORTE
3Ø12Mc503Sup. 3Ø12Mc503Inf.
1EØ[email protected] y 0.12 Mc502
3 2
L
6 Estribos 1.10
28 Estribos
0.60 0.60
L
6 Estribos
Total 40 Estribos
40EØ10Mc502
0.25
0.30
0.552.600.55
0.40
0.30 2.30 0.30
0.40
3Ø12Mc501 a=3.62
3Ø12Mc501 a=3.62
V2
Ejes B
Nivel N+8.74
CORTE
3Ø12Mc501Sup. 3Ø12Mc501Inf.
1EØ[email protected] y 0.12 Mc502
Horizontales
Verticales N-1.700.301.301.304P1
UBICACIÓNNIVELMARCAS ARMADURA
HBA
DIMENSIONES
No.TIPO
CUADRO DE PLINTOS
A1, A2, A3, A4
N-1.700.301.301.306P2
N-1.700.301.501.502P3 15Ø12Mc102 a=1.36 @0.10
B1, B4, C1, C2, C3, C4
B2, B3
Horizontales
Verticales
Horizontales
Verticales
15Ø12Mc102 a=1.36 @0.10
13Ø12Mc101 a=1.16 @0.10
13Ø12Mc101 a=1.16 @0.10
13Ø12Mc101 a=1.16 @0.10
13Ø12Mc101 a=1.16 @0.10
P3
2 PLINTOS CENTRALES
B2, B3
Aceros Verticales 15Ø12 @0.10
Aceros Horizontales 15Ø12 @0.10
1.50
1.50
UBICACIÓN
0.30
1.50 N-1.70
P2
6 PLINTOS CENTRALES
B1, B4, C1, C2, C3, C4
Aceros Verticales 13Ø12 @0.10
Aceros Horizontales 13Ø12 @0.10
1.30
1.30
UBICACIÓN
0.30
1.30 N-1.70
P1
4 PLINTOS DE LINDERO
A1, A2, A3, A4
Aceros Verticales 13Ø12 @0.10
Aceros Horizontales 13Ø12 @0.10
1.30
1.30
UBICACIÓN
0.30
1.30 N-1.70
1
2
3
4
A B C
1:100Esc
PLANTA CIMENTACION N+0.64
3.802.603.30
C1C1C1
C1C2C2
C1C2C2
C1C1C1 Cd1
Cd1
Cd1
Cd1
Cd2
Cd2
Cd2
P1 P2 P2
P1 P2
P1 P2
P1 P2 P2
P3
P3
1.50
1.50
1.50
1.50
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
3.35 3.35
0.60
0.15
VIGA DE DESCANSO
0.30
0.18
0.15
VIGA DE DESCANSO
0.30
0.18
0.15
VIGA DE DESCANSO
0.18
0.30
0.15
VIGA DE DESCANSO
0.18
0.30
Horizontales
Verticales N-0.600.301.201.001
PLINTO
NIVELMARCAS ARMADURA
HBA
DIMENSIONES
No.TIPO
PLINTO GRADA
10Ø12Mc104 a=0.86 @0.12
8Ø12Mc103 a=1.06 @0.12
GRADA
1 PLINTO
D1
Aceros Verticales 8Ø12 @0.12
Aceros Horizontales 10Ø12 @0.12
1.20
1.00
UBICACIÓN
0.30
1.00 N-0.60
23
2.60
VIGA 25X30 CM
VIGA 25X30 CM
N+0.64
N+3.34
N+6.04
VIGA DE DESCANSO
VIGA DE DESCANSO
N+1.90
N+4.60
N+0.64
N+3.34
N+6.04
N+2.08
N+4.78
1:100Esc
VIGA DE DESCANSO EJE A
23
L - 4h
28 Estribos
2h 2h
28EØ10Mc524
0.30
0.20
2.96
0.30 2.66 0.30
2Ø12Mc525 a=3.18
2Ø12Mc525 a=3.18
Eje A
Nivel N+1.90;+4.60
VIGA DE DESCANSO
CORTE
2Ø12Mc525Sup. 2Ø12Mc525Inf.
1EØ[email protected] y 0.12 Mc524
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @
15cm @