This document contains architectural plans for multiple floors and roof of a building. It includes layouts of the floors showing room numbers and dimensions. It also includes structural details like column locations, beam sizes, and notes on slab and lightweight concrete specifications. Cross sections are provided showing rebar configurations. Ventilation ducts and windows are specified on the roof plan along with dimensions.

1. ALIGERADO 1er. PISO
ESCALERA 1
1
3
4
6
8
F
C E
F
A B D
1
2
4
5
6
7
8
9
C-1
C-3
C-2
C-2
C-3
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-10
C-9
C-10
C-11
C-10
C-10
C-10
C-12
C-11
C-11
C-11
C-11
C-11
C-13
ESCALERA 2
VA-1(0.15x0.20)
VA-1(0.15x0.20)
A
5 vig.
B
5 vig.
C
3 vig.
.70
.70
B
1 vig.
E
11 vig.
D
6 vig.
.70
.70
ALIGERADO 2do. PISO
ESCALERA 1
3
4
6
8
F
C E
F
B D
1
2
4
5
6
7
8
9
C-1
C-3
C-2
C-2
C-3
C-3
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-10
C-9
C-10
C-11
C-10
C-10
C-10
C-11
C-11
C-11
C-11
C-11
VA-1(0.15x0.20)
VA-1(0.15x0.20)
A
5 vig.
B
5 vig.
C
3 vig.
.70
.70
B
1 vig.
E
11 vig.
D
6 vig.
.70
.70
ALIGERADO 3er. PISO
ESCALERA 1
3
4
6
8
F
C E
F
B D
1
2
4
5
6
7
8
9
C-1
C-3
C-2
C-2
C-3
C-3
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-10
C-9
C-10
C-11
C-10
C-10
C-10
C-11
C-11
C-11
C-11
C-11
VA-1(0.15x0.20)
VA-1(0.15x0.20)
A
5 vig.
B
5 vig.
C
3 vig.
.70
.70
B
1 vig.
E
11 vig.
D
6 vig.
.70
.70
ALIGERADO AZOTEA
3
4
6
8
F
C E
F
B D
1
2
4
7
8
9
C-3
C-2
C-2
C-3
C-3
C-5
C-10
C-11
C-10
C-11
C-10
C-11
C-11
C-11
VA-1(0.15x0.20)
VA-1(0.15x0.20)
A
5 vig.
B
5 vig.
C-11
C-11
C-11
C-11
G
12 vig.
VA-1(0.15x0.20) VA-2(0.30x0.20)
VA-2
V-1(0.30x0.20)
V-2(0.15x0.20)
V-2(0.15x0.20)
V-1(0.30x0.20)
C-11
VA-1(0.15x0.20) VA-1
V-2(0.15x0.20)
V-3(0.15x0.30)
V-3(0.15x0.30)
V-3(0.15x0.30)
V-3
V-3
V-1(0.30x0.20)
V-1(0.30x0.20)
V-3(0.15x0.30)
V-4(0.15x0.50)
V-4
V-4
V-3(0.15x0.30)
V-1(0.30x0.20)
V-1(0.30x0.20)
V-3(0.15x0.30)
V-4(0.15x0.65)
V-4
V-4
V-1(0.30x0.20)
V-3(0.15x0.30)
V-3(0.15x0.30)
V-3
V-3
V-3
V-3
V-3
V-3(0.15x0.30)
V-3(0.15x0.30)
VA-1(0.15x0.20) VA-2(0.30x0.20)
VA-2
V-1(0.30x0.20)
V-2(0.15x0.20)
V-2(0.15x0.20)
VCH-1(0.42x0.20)
V-2(0.15x0.20)
V-3(0.15x0.30)
VA-1(0.15x0.20)
VCH-1(0.42x0.20)
VCH-1(0.42x0.20)
V-2
V-1(0.30x0.20)
V-1(0.30x0.20)
V-1(0.30x0.20)
VA-1
VA-1(0.15x0.20)
VA-1(0.15x0.20)
VA-1
VA-1
V-3(0.15x0.30)
V-1(0.30x0.20)
V-1(0.30x0.20)
V-3(0.15x0.30)
V-4(0.15x0.65)
V-4
V-4
V-3(0.15x0.30)
V-3(0.15x0.30)
V-3
V-3
V-3
V-3
V-3
V-3(0.15x0.30)
V-3(0.15x0.30)
V-3(0.15x0.30)
VA-1(0.15x0.20) VA-2(0.30x0.20)
VA-2
V-1(0.30x0.20)
V-2(0.15x0.20)
V-2(0.15x0.20)
VCH-1(0.42x0.20)
V-2(0.15x0.20)
V-3(0.15x0.30)
VA-1(0.15x0.20)
VCH-1(0.42x0.20)
VCH-1(0.42x0.20)
V-2
V-1(0.30x0.20)
V-1(0.30x0.20)
V-1(0.30x0.20)
VA-1
VA-1(0.15x0.20)
VA-1(0.15x0.20)
VA-1
VA-1
V-3(0.15x0.30)
V-1(0.30x0.20)
V-1(0.30x0.20)
V-3(0.15x0.30)
V-4(0.15x0.65)
V-4
V-4
V-3(0.15x0.30)
V-3(0.15x0.30)
V-3
V-3
V-3
V-3
V-3(0.15x0.30)
V-3(0.15x0.30)
VA-1(0.15x0.20) VA-2(0.30x0.20)
VA-2
V-1(0.30x0.20)
V-2(0.15x0.20)
V-2(0.15x0.20)
VCH-1(0.42x0.20)
V-2(0.15x0.20)
V-3(0.15x0.30)
VA-1(0.15x0.20)
VCH-1(0.42x0.20)
VCH-1(0.42x0.20)
V-2
V-1(0.30x0.20)
V-1(0.30x0.20)
V-1(0.30x0.20)
VA-1
VA-1(0.15x0.20)
VA-1(0.15x0.20)
VA-1
VA-1
V-1(0.30x0.20)
V-1(0.30x0.20)
V-1(0.30x0.20)
DETALLE DE GANCHO
0.50
VIGA EN VIGA
ENTREGA DE
ALIGERADO TIPICO (h=.20)
ENTREGA DE
(PLANTA)
ENTREGA DE
ESQUINA
VIGA EN
STANDARD
0.25
(PLANTA)
0.20
5
A
0.10
ESQUINA
0.05
ENTREGA DE
COLUMNA EN
CENTRO
COLUMNA EN
VIGA
0.25 0.50
0.20
0.05
0.20
5
A
0.10
CORTE 1-1
.20
4Ø1/2"
.15
F
C E
C-3 C-10
C-11
VA-1(0.15x0.20)
1
1
C-3 C-5 C-10
VA-2(0.30x0.20)
F
C E
2
2
CORTE 2-2
7Ø1/2"
VCH-1(0.42x0.20)
V-1(0.30x0.20)
C-1 C-3
C-3
C-3
V-1(0.30x0.20)
3
3
3
3
4
4
4 6 8 9
CORTE 3-3
7Ø5/8"
CORTE 4-4
10Ø5/8"
C-5 C-11
C-11 V-2(0.15x0.20)
VCH-1
V-2
6 7 8 9
5
5
CORTE 5-5
.20
4Ø1/2"
.15
.20
C-7 C-9 C-10
C-11 C-11
V-3(0.15x0.30)
8
6
4
3
6
6
CORTE 6-6
.20
6Ø1/2"
.15
V-4(0.15x0.65)
V-3
V-3
7
7
D F
CORTE 7-7
4Ø1/2"+4Ø3/8"
.15
s/c=200k/g m2
s/c=200k/g m2
s/c=200k/g m2 s/c=150k/g m2
NOTA
LOSAS Y ALIGERADOS
EMPALMES PARA VIGAS,