Corte C-C
1
EMPLANTILLADO CONCRETO 170Kg/cm3 e=5cm SALA BOMBAS ESTANQUE 1 28 m² h. agua: 1.9m 52 m³ ESTANQUE 3 39 m² h. agua: 2.9m 112 m³ -16.30 -20.60 -16.46 B.A.LL. PVC 110mm PEND. 1% 60 LOCAL COMERCIAL -3.42 NPT -3.77 0.00 -0.40 ALT. INT. LIBRE 3.02m DETALLE CORTE 005 -0.54 -0.94 2.68 e= 18cm -0.54 -0.77 e= 30cm BAÑO -0.40 -0.20 0.00 -3.42 -3.65 2.88 2.68 B.A.LL. FELIX DE AMESTI +0.00 -0.94 -0.03 2.85 ø 380mm -1.08 SALA ELECTRICA BAJA SALA MANEJADORAS DE AIRE / BOMBAS PRESURIZACION VEREDA CADA SALA: 48 APERTURAS Ø 225 mm @40 x 40 cm 1.8m² TOMA DE AIRE EFECTIVA 0,95 0,28 B.A.LL. PVC 110mm PEND. 1% LOSA ESTRUCTURAL e= 25 SEGUN CALCULO RELLENO ESTUCO PARA DAR PENDIENTE (1%) PAVIMENTO PIEDRA GRIS 80 x 80cm APOYO PARA PAVIMENTO 19 GRADAS 18 x 30 cm 19 GRADAS 18 x 30 cm 19 GRADAS 18 x 30 cm ESTRUCTURA EN VIDRIO LAMINADO 100mm -0.22 PAVIMENTO PIEDRA GRIS 80x80cm SEGUN PROYECTO ILUMINACION LUMINARIA EMBUTIDA EN PAVIMENTO POLIESTIRENO EXPANDIDO 30kg/m 25cm³ e= 5cm RELLENO ESTUCO PARA DAR PENDIENTE (1%) PAVIMENTO PIEDRA GRIS 80 x 80cm APOYO PARA PAVIMENTO POLIESTIRENO EXPANDIDO 30kg/m 25cm³ e= 5cm LOSA ESTRUCTURAL e=17cm 27 26 25 5 3 1 4 e= 14 (VSL) e= 16 (VSL) e= 14 (VSL) e= 16 (VSL) e= 14 (VSL) e= 16 (VSL) e= 14 (VSL) e= 16 (VSL) RADIER BASE AFINADO e=12 ARMADO MALLA ACMA C 139 BASE RIPIO 10cm EMPLANTILLADO CONCRETO 170Kg/cm3 e=5cm F1 (210x210x90cm) F1 (210x210x90cm) F1 (210x210x90cm) F1 (210x210x90cm) -6.30 -6.46 -8.80 -8.96 -11.30 -11.46 -13.80 -13.96 -16.30 POLIETILENO GRAVA BOLON PVC110 RANURADO GRAVILLA GEOTEXTIL AGUJADO NO TEJIDO 24alturasde17.9cmSALIDA EMERGENCIA SALA DE BASURA SALA DE BASURA 27 26 25 23 17 5 3 1 4 2 6 7 8 9 11 12 13 14 15 16 21 20 19 18 24 21° +67.21 73.61 76.31 PLATAFORMA CHILLERS 20° +63.86 19° +60.51 6° +16.96 5° +13.61 4° +10.26 SALA ELECTRICA BAJA HALL ACCESO HALL ACCESO CADA SALA: 48 APERTURAS Ø 225 mm @40 x 40 cm 1.8m² TOMA DE AIRE EFECTIVA 0,55 19 GRADAS 17.6 x 30 cm 19 GRADAS 17.6 x 30 cm 19 GRADAS 17.6 x 30 cm 19 GRADAS 17.6 x 30 cm 19 GRADAS 17.6 x 30 cm 21 GRADAS 17.6 x 30 cm SALA MANEJADORAS DE AIRE / BOMBAS PRESURIZACION CH CARRO LIMPIA FACHADAS SEGUN PROYECTO ESPECIALIDAD 5.56 5.93 5.73 LOSA ESTRUCTURAL 17cm POLIESTIRENO EXPANDIDO 30kg/m 25cm³ e= 5cm ESTUCO PARA DAR PENDIENTE MEMBRANA IMPERMEABILIZACION RIPIO 2,99 ø 8"mm 19 GRADAS 18 x 30 cm 8 GRADAS 18 x 30 cm 8 GRADAS 18 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm 7 GRADAS 17.9 x 30 cm e= 15+1cm 10.26 +13.61 +16.96 +20.31 6.84 6.68 +9.85 +13.45 +16.80 +20.15 e= 15+1cm e= 15+1cm e= 40+1cm -3.42 -3.45 +3.42 +0.00 -0.16 -0.01 +3.41 +2.91 -6.30 -8.80 -11.30 -13.80 -16.30 -20.60 -3.77 -6.46 -8.96 -11.46 -13.96 -16.46 -3.42 e= 32+3 cm e= 15+1cm e= 50+1cm e= 15+1cm e= 16cm e= 16cm e= 16cm e= 16cm e= 12cm e= 15+1cm 80.76 80.96 76.16 70.91 70.91 71.86 76.66 66.66 60.51 63.86 67.21 70.60 +60.35 +63.70 +67.05 +70.40 SALA ELECTRICA ALTA SALA ELECTRICA ALTA e= 15+1cm e= 15+1cm e= 15cm e= 15cm e= 20+31cm -3.77 e= 25+10cm e= 20+3cm ø 530mm ø 530mm ø 530mm ø 530mm ø 475mm ø 475mm ø 475mm ø 475mm ø 475mm ø 475mm ø 475mm ø 475mm ø 380mm ø 380mm ø 380mm ø 380mm ø 380mm ø 380mm ø 380mm ø 380mm -4.86 -7.55 -10.05 -12.55 -15.05 ø 380mm ø 380mm ø 380mm ø 380mm ø 380mm ø 380mm e= 18+17cm e= 20+3 cm -3.52 e= 20 e= 20 e= 20 e= 25 e= 25 e= 25 -3.45 6.83 10.25 +13.60 +16.95 +20.30 e= 25+10cm e= 32+3 cm +60.50 +63.85 +67.20 e= 15+1cm e= 15+1cm e= 15+1cm e= 15+1cm e= 15+1cm e= 15+1cm e= 15+1cm e= 15+1cm e= 15+1cm e= 16cm e= 16cm e= 16cm e= 16cm e= 16+21 cm e= 17+3 cm e= 18+3 cm e= 18+22 cm FALTA ESCALERA CARACOL 22° 23° 24° 3° +6.84 2° +3.42 1° +0.00 -1° -3.42 -2° -6.30 -3° -8.80 -4° -11.30 -5° -13.80 -6° -16.30 -6.30 -6.46 -8.80 -8.96 -11.30 -11.46 -13.80 -13.96 -16.30 -3.52 -3.42 -3.65 -3.45
-
Upload
tomas-alonso-zapata-samame -
Category
Documents
-
view
215 -
download
2
description
koojj
Transcript of Corte C-C
-
EM
PLA
NT
ILLA
DO
CO
NC
RE
TO
170K
g/cm3 e=5cm
SA
LAB
OM
BA
S
ES
TA
NQ
UE
12
8 m
h. agua: 1.9m
52 m
ES
TA
NQ
UE
33
9 m
h. agua: 2.9m
112
m
-16.30
-20.60
-16.46
B.A
.LL. P
VC
110
mm
PE
ND
. 1%
60
LO
CA
L C
OM
ER
CIA
L
-3.42N
PT
-3.77
0.00
-0.40ALT. IN
T. LIB
RE
3.0
2m
DE
TA
LLE C
OR
TE
005
-0.54
-0.94
2.68
e=
18cm
-0.54-0.77
e=
30cm
BA
O
-0.40-0.20
0.00
-3.42
-3.65
2.88
2.68
B.A
.LL.
FE
LIX D
E A
ME
STI
+0.00
-0.94
-0.03
2.85
3
80m
m
-1.08
SA
LAE
LEC
TR
ICA
BA
JA
SA
LAM
AN
EJA
DO
RA
S D
EA
IRE
/B
OM
BA
SP
RE
SU
RIZ
AC
ION
VE
RE
DA
CA
DA
SA
LA:
48 A
PE
RT
UR
AS
22
5 mm
@40
x 4
0 cm1
.8m
TO
MA
DE
AIR
E E
FE
CT
IVA
0,95
0,28
B.A
.LL. P
VC
110
mm
PE
ND
. 1%
LO
SA
ES
TR
UC
TU
RA
L e= 2
5 SE
GU
N C
ALC
ULO
RE
LLE
NO
ES
TU
CO
PA
RA
DA
R P
EN
DIE
NT
E (1%
)
PA
VIM
EN
TO
PIE
DR
A G
RIS
80 x 80cm
AP
OY
O P
AR
A P
AV
IME
NT
O
19 G
RA
DA
S1
8 x 3
0 cm
19 G
RA
DA
S1
8 x 3
0 cm
19 G
RA
DA
S1
8 x 3
0 cm
ES
TR
UC
TU
RA
EN
VID
RIO
LAM
INA
DO
100m
m
-0.22
PA
VIM
EN
TO
PIE
DR
A G
RIS
80x80cm
SE
GU
N P
RO
YE
CT
O IL
UM
INA
CIO
N
LU
MIN
AR
IA E
MB
UT
IDA
EN
PA
VIM
EN
TO
PO
LIE
ST
IRE
NO
EX
PA
ND
IDO
30kg
/m 2
5cm
e= 5cm
RE
LLE
NO
ES
TU
CO
PA
RA
DA
R P
EN
DIE
NT
E (1%
)
PA
VIM
EN
TO
PIE
DR
A G
RIS
80 x 80cm
AP
OY
O P
AR
A P
AV
IME
NT
O
PO
LIE
ST
IRE
NO
EX
PA
ND
IDO
30kg
/m 2
5cm
e= 5cm
LO
SA
ES
TR
UC
TU
RA
L e=17cm
2726
25
53
1
4
e= 14
(VS
L)e
= 16 (V
SL)
e= 14
(VS
L)e
= 16 (V
SL)
e= 14
(VS
L)e
= 16 (V
SL)
e= 14
(VS
L)e
= 16 (V
SL)
RA
DIE
R B
AS
E A
FIN
AD
O e=
12 AR
MA
DO
MA
LLA A
CM
A C
139
BA
SE
RIP
IO 10cm
EM
PLA
NT
ILLA
DO
CO
NC
RE
TO
170K
g/cm3 e=5cm
F1 (2
10x2
10x9
0cm)
F1 (2
10x2
10x9
0cm)
F1 (2
10x2
10x9
0cm)
F1 (2
10x2
10x9
0cm)
-6.30
-6.46
-8.80
-8.96
-11
.30
-11
.46
-13
.80
-13
.96
-16
.30
PO
LIET
ILEN
O
GR
AV
A
BO
LO
N
PV
C11
0 RA
NU
RA
DO
GR
AV
ILLA
GE
OT
EX
TIL A
GU
JAD
ON
O T
EJID
O
??? ??? ????? ?????????
SALIDAEMERGENCIA S
AL
A D
EB
AS
UR
AS
AL
A D
EB
AS
UR
A
2726
2523
175
31
42
67
8911
1213
1415
1621
201918
24
21+
67.21
73
.61
76
.31
PL
AT
AF
OR
MA
CH
ILLE
RS
PR
OY
EC
TO
ILU
MIN
AC
ION
20+
63.86
19+
60.51
6+16.96
5+13.61
4+10.26
SA
LAE
LEC
TR
ICA
BA
JA
HA
LLA
CC
ES
OH
ALL
AC
CE
SO
CA
DA
SA
LA:
48 A
PE
RT
UR
AS
22
5 mm
@40
x 4
0 cm1
.8m
TO
MA
DE
AIR
E E
FE
CT
IVA
0,55
19 G
RA
DA
S1
7.6
x 30 cm
19 G
RA
DA
S1
7.6
x 30 cm
19 G
RA
DA
S1
7.6
x 30 cm
19 G
RA
DA
S1
7.6
x 30 cm
19 G
RA
DA
S1
7.6
x 30 cm
21 G
RA
DA
S1
7.6
x 30 cm
SA
LAM
AN
EJA
DO
RA
S D
EA
IRE
/B
OM
BA
SP
RE
SU
RIZ
AC
ION
CH
CA
RR
O L
IMP
IA F
AC
HA
DA
SS
EG
UN
PR
OY
EC
TO
ES
PE
CIA
LIDA
D
5.56
5.935.73
LO
SA
ES
TR
UC
TU
RA
L 17cmP
OL
IES
TIR
EN
O E
XP
AN
DID
O 30
kg/m
25c
m e=
5cm
ES
TU
CO
PA
RA
DA
R P
EN
DIE
NT
E
ME
MB
RA
NA
IMP
ER
ME
AB
ILIZA
CIO
N
RIP
IO
2,99
8
"mm
19 G
RA
DA
S1
8 x 3
0 cm
8 G
RA
DA
S1
8 x 3
0 cm
8 G
RA
DA
S1
8 x 3
0 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
7 G
RA
DA
S1
7.9
x 30 cm
e=
15
+1cm
10
.26
+1
3.61
+1
6.96
+2
0.31
6.846.68
+9
.85
+1
3.45
+1
6.80
+2
0.15
e=
15
+1cm
e=
15
+1cm
e=
40
+1cm
-3.42
-3.45
+3
.42
+0
.00-0.16
-0.01
+3
.41
+2
.91
-6.30
-8.80
-11
.30
-13
.80
-16
.30
-20
.60
-3.77
-6.46
-8.96
-11
.46
-13
.96
-16
.46
-3.42
e=
32
+3 cm
e=
15
+1cm
e=
50
+1cm
e=
15
+1cm
e=
16cm
e=
16cm
e=
16cm
e=
16cm
e=
12cm
e=
15
+1cm
80
.768
0.96
76
.16
70
.917
0.91
71
.86
76
.66
66
.66
60
.51
63
.86
67
.21
70
.60
+6
0.35
+6
3.70
+6
7.05
+7
0.40
SA
LAE
LE
CT
RIC
AA
LT
A
SA
LAE
LE
CT
RIC
AA
LT
A
e=
15
+1cm
e=
15
+1cm
e=
15cm
e=
15cm
e=
20
+31cm
-3.77
e=
25
+10cm
e=
20
+3cm
5
30m
m
53
0mm
5
30m
m
53
0mm
4
75m
m
47
5mm
4
75m
m
47
5mm
4
75m
m
47
5mm
4
75m
m
47
5mm
3
80m
m
38
0mm
3
80m
m
38
0mm
3
80m
m
38
0mm
3
80m
m
38
0mm
-4.86
-7.55
-10
.05
-12
.55
-15
.05
3
80m
m
38
0mm
3
80m
m
38
0mm
3
80m
m
3
80m
m
e=
18
+17cm
e=
20
+3 cm
-3.52
e=
20
e=
20
e=
20
e=
25
e=
25
e=
25
-3.45
6.83
10
.25
+1
3.60
+1
6.95
+2
0.30
e=
25
+10cm
e=
32
+3 cm
+6
0.50
+6
3.85
+6
7.20
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
15
+1cm
e=
16cm
e=
16cm
e=
16cm
e=
16cm
e=
16
+21 cm
e=
17
+3 cm
e=
18
+3 cm
e=
18
+22 cm
FA
LT
AE
SC
ALE
RA
CA
RA
CO
L
22
23
24
3+6.84
2+3.42
1+0.00
-1-3.42
-2-6.30
-3-8.80
-4-1
1.30
-5-1
3.80
-6-1
6.30
-6.30
-6.46
-8.80
-8.96
-11
.30
-11
.46
-13
.80
-13
.96
-16
.30
-3.52
-3.42
-3.65
-3.45
