COLUMNA C1, 55X85 DETALLE CONTRAPISO

55 [cm]

1 2 3 4 5 6 7 REMODELACION EDIFICIO
MALLA ELECTROSOLDADA
43.8 [cm]
43.8 [cm] M 6 15(6.24X2.40)
REFUERZO POR TEMPERATURA
MORTERO 1:3

2 [cm] 6 [cm]
PLACA DE 4 mm
6 [cm] 2 [cm] 39.8 [cm] 2 [cm] 6 [cm]
10 [cm] x43.8 [cm] x 4[mm]
L80X80X4.0 mm L80X80X4.0 mm

18 [cm] 3[cm]
3.44 1.27 1.19 2.12 3.20 2.78
6 [cm] 2 [cm] 39.8 [cm] 2 [cm] 6 [cm]

0.25
CLUB AEROTECNICOS FAE
GUAYAS, ECUADOR

85 [cm]
69.8 [cm]

73.8 [cm]
73.8 [cm]

REFORZAMIENTO REFORZAMIENTO L80X80X4.0 mm

PLACA DE 4 mm
10 [cm] x73.8 [cm] x 4[mm]
L80X80X4.0 mm
0.025 0.025

C1 C2 C3 C2
6 [cm] 2 [cm] 69.8 [cm] 2 [cm] 6 [cm]

Cd1, N-0.69 Cd1, N-0.69 Cd1, N-0.69 0.050

6 [cm] 2 [cm]

0.25
A A

0.20
COLUMNA C11, 60X60
Est.Ø10mm

Cd1, N-0.20

Cd1, N-0.20
60 [cm] 1@10cm
23Ø14Mc101

Cd1, N-0.69
REFORZAMIENTO

MURO
48.8 [cm]
48.8 [cm]
Estribos: 636EØ10Mc102 4Ø14mm
PLACA DE 4 mm
10 [cm] x48.8 [cm] x 4[mm]

2 [cm] 6 [cm]
2.98

L80X80X4.0 mm L80X80X4.0 mm
6 [cm] 2 [cm] 44.8 [cm] 2 [cm] 6 [cm]

6 [cm] 2 [cm] 2 [cm] 6 [cm]

44.8 [cm] ARMADO DE CADENAS
ESC 1:10

C3 Cd1, N-0.69 C2
SIMBOLOS BASICOS DE SOLDADURA

60[cm]
C2 C5 Cd1, N-0.69

44.8 [cm]

48.8 [cm]
Cd1, N-0.69 Cd1, N-0.69 RANURA O TOPE
D:\Placege\Desktop\ARQ. MA. BELEN GARCIA\EDIFICIO GUAYAQUIL\LOGOTIPO PLACEGE.jpg

B B 48.8 [cm]

PLACA DE 4 mm
ESPALDAR FILETE TAPON O
RANURA CUADRADA V BISEL U J
RANURA
EN V
BISEL
ENSANCHADO

10 [cm] x48.8 [cm] x 4[mm]

L80X80X4.0 mm L80X80X4.0 mm

6 [cm]2 [cm]
1.57

6 [cm] 2 [cm] 2 [cm] 6 [cm]

Cd1, N-0.69
44.8 [cm]
SIMBOLOS COMPLEMENTARIOS DE SOLDADURA

Cd1, N-0.69

Cd1, N-0.69

Cd1, N-0.69
C4 RESPALDO SEPARADOR
SOLDADURA
TODO
SOLDADURA
CONTORNO
EN EL A2.4-86 DE LA
AMERICAN WELDING
COLUMNA C9, 50x50 ALREDEDOR
DE CAMPO

C C
A TOPE CONVEXA SOCIETY VEANSE OTROS
SIMBOLOS BASICOS
Y COMPLEMENTARIOS
DE SOLDADURA
50 [cm] 38.8 [cm]

38.8 [cm] PLACA DE 4 mm

L80X80X4.0 mm 10 [cm] x38.8 [cm] x 4[mm]
L80X80X4.0 mm

PLANILLA DE HIERROS
1.97

2 [cm] 6 [cm]
6 [cm] 2 [cm] 34.8 [cm] 2 [cm] 6 [cm]
6 [cm] 2 [cm] 34.8 [cm] 2 [cm] 6 [cm]

C7 C8 C9 C10 Mc TIPO
Ø
No.
DIMENSIONES Long. Long.
Desar.
Peso
Obsv.
C6 Cd1, N-0.69 Cd1, N-0.69 Cd1, N-0.69
mm a b c d g (m) Total Kg.
CONTRATANTE
MARCAS 300, COLUMNAS

50 [cm]
D D

34.8 [cm]

38.8 [cm]
Marca 300
301 O 10 693 0.25 0.25 0.00 0.00 0.08 1.10 762.3 470.3 -
38.8 [cm] 302 O 10 616 0.35 0.25 0.00 0.00 0.08 1.30 800.8 494.1 -

303 G 18 72 7.54 0.30 0.15 0.00 0.00 7.99 575.28 510.9 -

PLACA DE 4 mm
10 [cm] x38.8 [cm] x 4[mm] 304 G 18 64 7.54 0.30 0.15 0.00 0.00 7.99 511.36 617.7 -
L80X80X4.0 mm
L80X80X4.0 mm

REFORZAMIENTO

6 [cm] 2 [cm]
REFORZAMIENTO 6 [cm] 2 [cm] 34.8 [cm] 2 [cm] 6 [cm] RESUMEN DE MATERIALES
Ø (mm) 8 10 12 14 16 18 20 22 25 28 32
3.03

W (Kg/m) 0.395 0.617 0.888 1.208 1.578 1.998 2.466 2.984 3.853 4.834 6.313 D:\Placege\Desktop\ARQ. MA. BELEN GARCIA\EDIFICIO GUAYAQUIL\LOGO 1.jpg

L (m) 0 1563 575 511 0 0 0 0 0 0 0

COLUMNA C6, 45x70 PESO (Kg) 0 964 511 618 0 0 0 0 0 0 0

Wtot (Kg) = 2093

HORMIGON f'c = 210 Kg/cm2
70 [cm]
C11 C12 C13 C14 C7 58.8 [cm] COLUMNAS (m3) = 9.95

PLACA DE 4 mm
58.8 [cm]
L80X80X4.0 mm 10 [cm] x58.8 [cm] x 4[mm] L80X80X4.0 mm

E E

2 [cm] 6 [cm]
6 [cm] 2 [cm] 54.8 [cm] 2 [cm] 6 [cm] 6 [cm] 2 [cm] 54.8 [cm] 2 [cm] 6 [cm] TIPOS DE HIERROS:

g
I
g
a UBICACION

45 [cm]
b G a b
a c

29.8 [cm]

33.8 [cm]
REFORZAMIENTO
c V g
33.8 [cm] a a
c
b C b
PLACA DE 4 mm g

6 [cm] 2 [cm]
L80X80X4.0 mm 10 [cm] x33.8 [cm] x 4[mm]
L80X80X4.0 mm
b O b Z
a
g L b
6 [cm] 2 [cm] 29.8 [cm] 2 [cm] 6 [cm] b
a a D:\Placege\Desktop\ARQ. MA. BELEN GARCIA\EDIFICIO GUAYAQUIL\UBICACION.jpg

1 2 3 4 5 6 7 COLUMNA C2, 40x70

1.- HORMIGON ARMADO f`c = 210 Kg./cm2.

2.- HIERRO - VARILLAS CORRUGADAS fy = 4200 Kg./cm2.

58.8 [cm]
70 [cm]
PLANTA DE ARMADO DE CADENAS PLACA DE 4 mm
3.- TRASLAPES MINIMO 60 DIAMETROS
4.- RECUBRIMIENTOS 2,5 cm. SOBRE NIVEL DEL SUELO
58.8 [cm] 10 [cm] x58.8 [cm] x 4[mm]
L80X80X4.0 mm L80X80X4.0 mm
5.- RECUBRIMIENTOS 7.5 cm. BAJO NIVEL DEL SUELO
ESC 1:100 6 [cm] 2 [cm] 54.8 [cm] 2 [cm] 6 [cm] 6.- HORMIGÓN f'c=140 Kg/cm2 (REPLANTILLO = 0.05M)

2 [cm] 6 [cm]
6 [cm] 2 [cm] 54.8 [cm] 2 [cm] 6 [cm]

7.- BAJO NINGÚN CONCEPTO LOS ELEMENTOS TALES COMO VIGAS Y COLUMNAS
COORDENADAS 2°11'04.24"S 79°52'49.58"O
2 3 4 5 6 7 SERÁN ATRAVEZADOS POR TUBOS O PAQUETES DE TUBOS DE CUALQUIER TIPO

40 [cm]
DE INSTALACIÓN.

PROYECTO

24.8 [cm]

28.8 [cm]
8.- ESFUERZO ADMISIBLE DEL SUELO = 12 t/m2

28.8 [cm]

PLACA DE 4 mm

6 [cm]2 [cm]
L80X80X4.0 mm 10 [cm] x28.8 [cm] x 4[mm] L80X80X4.0 mm ACI. 318-11 AMERICAN CONCRETE INSTITUTE

3.44 1.27 1.19 2.12 3.20 2.78

6 [cm] 6 [cm]
ACI. 364.R GUIDE FOR EVALUTION OF CONCRETE STRUCTURES PRIOR TO REHABILITATION CONTRATACION DE ESTUDIOS PARA REMODELACION
2 [cm] 24.8 [cm] 2 [cm] ACI. 224.1 CAUSE EVALUTION AND REPAIR OF CRACK IN CONCRETE STRUCTURE
NEC-SE-HM, NORMA ECUATORIANA DE LA CONSTRUCCIÓN DE EDIFICIO CLUB SOCIAL DE AEROTECNICOS FAE
ASTM. AMERICAN SOCIETY FOR TESTING AND MATERIALS

SUJECCION PLACA PERNO CON LOSA REMODELACION GUAYAQUIL

N+16.35m
13.75[cm]13.75[cm]13.75[cm]13.75[cm]
TERRAZA
REFORZAMIENTO REFORZAMIENTO N+16.03m

8 [cm]
3x3/4x4 PERNOS ASTM A325
PLACA DOBLADA
CONTIENE
C2 Cd1, N-0.69 C3 Cd1, N-0.69 C2 Cd1, N-0.69 7 [cm]
55[cm]x10[cm]x4[mm], 10[cm]x10[cm]x4[mm]

REFORZAMIENTO ESTRUCTURAL

2.65
21.25 [cm]
ENCAMISADO EN COLUMNAS
A N+13.38m
PLANTA CUARTO PISO
ARMADO DE CADENAS

21.25 [cm]
N+13.06m

ESCALA TIPO DE PLANO

Cd1, N-0.20

Cd1, N-0.20

21.25 [cm]
Cd1, N-0.69

MURO

3x3/4x4 PERNOS ASTM A325

INDICADAS ESTRUCTURAL

2.65
PLACA DOBLADA
55[cm]x10[cm]x4[mm], 10[cm]x10[cm]x4[mm]

21.25 [cm]
N+10.41m
PLANTA TERCER PISO FECHA LAMINA
N+10.09m

8[cm] 7[cm]
DICIEMBRE DE 2017 1/8
C2 Cd1, N-0.69 C5 Cd1, N-0.69 C3 Cd1, N-0.69 C2 Cd1, N-0.69

2.45
DETALLE ENCAMISADO EN COLUMNAS FIRMAS
B N+7.64m
N+7.32
PLANTA SEGUNDO PISO
PLACEGE CIA. LTDA.
Cd1, N-0.69

2.45
Cd1, N-0.69

Cd1, N-0.69

Cd1, N-0.69

Ing. Mario Valladares

C N+4.87m
N+4.55m
PLANTA PRIMER PISO Gerente General

2.25
C7 C8 C9 C10
C6 Cd1, N-0.69 Cd1, N-0.69 Cd1, N-0.69
Ing. Edison Cruz Mena
D INGENIERO CIVIL

1.80
55[cm]x10[cm]x4[mm], 10[cm]x10[cm]x4[mm]