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61 2 3 4 7 8 9 10 11 12
PLANTA CUBIERTAS ESCALA 1:150
NA + 8.852
ROOF PLAN SCALE 1:150
5 5Ë
A
B
NA + 8.852NA + 8.852NA + 8.852NA + 8.852NA + 8.852NA + 8.852NA + 8.852NA + 8.852NA + 8.852NA + 8.852
6 6 6 6 0.42 6 6 6 6 6 6 6
10
.7
1
16
.0
5
6 6 6 6
Pendiente / Slope 5 %
CANAL EN LAMINABAJANTE A. LL. PVC 4" (Tip.) REMATE TIPO FLANCHE (TIP) CUBIERTA MODULAR
SANDWICH DECK ROOF (Typ.)
TANQUES DE AGUA / WATER STORAGE TANKSTANQUE DE AGUA / WATER STORAGE TANK
TECHO GABLETE ACRĉLICO / ACRYLIC GABLE ROOF
ĆREA RECICLAJE
/ RECYCLING AREA
Pendiente / Slope 5 %
TECHO METĆLICO SENCILLO /
SINGLE METAL DECK
/ 4" PVC DOWNSPOUT (Typ.) / SHEET METAL GUTTER (Typ.)
/ SHEET METAL FLASHING (TYP)
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
C
0 5 10 15 20 25 m
ESCALA / SCALE
1: 150
4.8
32
BAJANTE A. LL. PVC 3" (Tip.)
/ 3" PVC DOWNSPOUT (Typ.)
CANAL EN LĆMINA (T²p.)
/ SHEET METAL GUTTER (Typ.)
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
Pe
nd
ie
nte
/ S
lo
pe
4
1 %
D
E
7 8 9 10 11
A
A-0
2
A
A-0
3A
-0
2A
-0
3
B
A-02 A-03
C
A-02 A-03
C
A-02 A-03
B
A-02 A-03
CF-4
A-02 A-08
A-0
2
CF
-1
A-0
5A
-0
2
CF
-2
A-0
6
A-0
2
CF
-3
A-0
7
CF-5
A-02 A-09
A-0
2A
-1
0
G
F
A-0
2A
-0
4
G
A-0
2A
-0
4
E
A-04A-02
A-0
2A
-1
0
G
67.03
10
.7
14
.8
32
16
.0
5
CUBIERTA METĆLICA P£RGOLA / CANOPY METAL ROOF
PISO EN CONCRETO RAMPA EXISTENTE /
EXISTING CONCRETE PAVERS AT APRON
LOSAS DE CONCRETO
ESCOBEADO / CONCRETE
SLABS (BROOM FINISH)
AND£N EN CONCRETO ESCOBEADO /
CONCRETE SIDEWALK (BROOM FINISH)
RAMPA CONCRETO Pend. 15%/
CONCRETE RAMP 15 % Slope
AND£N EN CONCRETO ESCOBEADO/
SID
EW
ALK
(B
RO
OM
F
IN
IS
H)
RA
MP
A C
ON
CR
ET
O P
end. 15%
/
CO
NC
RE
TE
R
AM
P 15 %
S
lope
VIA /
ROAD
LOSA DE CONCRETO Y STEEL DECK/
CONCRETE STEEL DECK SLAB
RAMPA CONCRETO Pend. 15%/
CONCRETE RAMP 15 % Slope
CUBIERTAS HANGAR 2 (existente) /
HANGAR 2 ROOF (existing)
TECHO MOTOR/ MOTOR ROOF
Pendiente / Slope 5 %
Pe
nd
ie
nte
/ S
lo
pe
2
%
1.9
4.762
2.312
1.4
67
2.312 1.127
7.3
25
CANAL DE CONCRETO EXISTENTE
EXISTING CONCRETE DITCH
NUEVO CERRAMIENTO MALLA ESLABONADA h= 1.05 m
NEW CHAIN-LINK FENCE h= 1.05 m
CUADRO DE MATERIALES DE CUBIERTAS / ROOF MATERIAL SCHEDULE
ÁREAMATERIAL
CUBIERTA GSE / GSE SHED
TECHO METĆLICO SENCILLO / SINGLE METAL DECK
CUBIERTA MOTOR / MOTOR ROOF TECHO METĆLICO SENCILLO / SINGLE METAL DECK
TECHO GABLETE (BA¤OS) / GABLE ROOF (BATHROOMS)
ACRĉLICO / ACRYLIC
EDIFICIO NUEVOS TALLERES, ZONA DOBLE ALTURA /
NEW SHOPS BUILDING, DOUBLE HEIGHT AREA
CUBIERTA MODULAR SANDWICH / SANDWICH DECK ROOF
CUBIERTA METĆLICA (P£RGOLA) / CANOPY METAL ROOF
TECHO METĆLICO SENCILLO / SINGLE METAL DECK
3.25
1.4
67
1.4
67
CUBIERTA METĆLICA P£RGOLA / CANOPY METAL ROOF
CUBIERTA METĆLICA P£RGOLA / CANOPY METAL ROOF
AND£N EN CONCRETO ESCOBEADO/
CO
NC
RE
TE
S
ID
EW
ALK
(B
RO
OM
F
IN
IS
H)
VIA / ROAD
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-01
Planta de Cubiertas / Roof Plan
PLANTA PRIMER NIVEL ESCALA 1:125
1
1
1
2
34
56789
16
3
18
21
20
22
A
A-02
A
10
14
23
17
24
19
13
2
15
A-03
A-02
A-03
B
A-02 A-03
61 2 3 4 5 7 8 9 10 11 12
C
A-02 A-03
C
A-02 A-03
0.19
1
2
3
6
7
8
9
10
11
NF + .15 Cota 2533.850
NF + .15
FIRST FLOOR PLAN SCALE 1:125
25
B
A-02 A-03
CF-4
A-02 A-08
A-02
CF
-1
A-05
A-02
CF
-2
A-06
NF + .15
4
55
12
11
11
12
A
B
A
B
5Ë
A-02
CF
-3
A-07
CF-5
A-02 A-09
A-02
A-10
NF + 0.0
6 6 6 6 0.42 6 6 6 6 6 6 6
0.19 6.05 0.25 8.64 0.25 4.91 0.25 3.76
0.19
0.12
0.19
6.04
0.12
36.07 0.19
4.72
42.63
1.38
0.14
2.635
0.545
0.19
1.93
0.25
8.86
0.12
1.38
0.14
3.04
0.19
11.04
0.12
4.56
0.14
1.375
1.3
1.3
0.19
4.06
0.12
8.36
0.19
2.86
1.2
0.12
8.36
0.19
2.74
0.12
1.2
0.12
6.53
0.33
1.5
0.19
0.19
0.33
10.38
0.33
1.5
0.14
3.04
0.14
1.375
10.71
0.14
0.14
3.895 0.14 2.458 0.05 2.458 0.05 2.493
0.14
1.2
0.14
1.2
0.14
7.61
0.14
0.19
0.14
1.325
0.14
2.475
0.14
2.52
0.14
5.12
0.14
4.148 7.962 0.14 6.23 0.14 1.375
2.18 2.2 2.11 5.7 0.3 2.77 0.14 1.515
1.2
2.498 1.2 2.537
0.14
0.12
0.16
10.71
66.42
3.72
4
3.43
0.34
1.2
3.36
16.05
0.19
12.54
0.14
3.04
0.14
1.355
3.345
0.12
11.04
0.15
2.03 2.5 2.21 2.2 5.58 0.785 2.2
0.625
1.55
0.25
2.27.045
5.2 0.8 5.2
0.8
5.2 6.74
1.5
0.14
3.04
0.14
1.375
0.19
11.04
0.12
0.19
11.04
1.5
0.05
3.13
1.3
1.516
0.15
0.709 1 3.035 0.9 1.608 0.9 1.608 0.9 1.643 1.29 0.14 8.95
0.14
0.12
0.16
1.325
0.14
0.9 1.715 0.9 1.76 1 0.52 3.6 18.76 0.14 1.375
0.19
0.33
10.38
0.33
1.5
0.14
3.04
0.14
10.71
1.375
1.375
0.19 6.05 0.25 8.64 0.25 4.91 0.25 3.76
0.19
0.12
0.19
4.24 0.44 1.24
1.3
0.19
1.93
0.25
8.86
0.12
1.38
0.14
2.29
0.75
1.375
6 6 6 6
2
6
24
11
NF + 0.0 Cota 2533.70m (aprox.)
EL. 2533.70m (approx.)
NF + 0.0 Cota 2533.70m (aprox.)
EL. 2533.70m (approx)
3.04
D34
A-02A-13
NF + .15 Cota 2533.850
EL. 2533.850m
C
4.832
CF
-6
RAMPA Pendiente 15 %
ĆREA RECICLAJE /
RECYCLING AREA
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR /
FIRE EXTINGUISHER (Typ.)
EXTINTOR /
FIRE EXTINGUISHER (Typ.)
BA0103L (100x6 cm.) Demarcaci·n de pisos
Fotoluminiscente y antideslizante - Consejo Colombiano de Seguridad (tip)
/ Photoluminescent and anti-slip floor mark - Colombian Safety Council (typ)
/ RAMP Slope15 %
RA
MP
A P
en
die
nte
1
5 %
/ R
AM
P S
lo
pe
15
%
F
A-02
A-04
D
A-02 A-04
G
A-02
A-04
E
A-04A-02
A-02
A-10
CF
-6
0.57
0.97 1.28 3.02 1.01 5
0.14
2.12 5 1.45 1.17 3.350.89 0.94
0.39
1.2
0.14
1.35 0.75
0.05
1.29
0.14
8.95
1.2 1 2 1 0.5 1 0.5 1 1.79 1.2 4.34 2.5 3.69 4.5 1.06
0.61
0.985
0.39
42.11
NF + .15 Cota 2533.850
EL. 2533.850
4.8
3
0.14
0.14
6 6 6 6
6
25.3
25.3
7.45
7.45
D
E
7 8 9 10 11
D28
A-02A-12
0.8
5.20.85.2
1.375
AND£N EN CONCRETO ESCOBEADO
1.375
1.865
1.3
0.19
0.8
60.65
0.65 24 0.65
C
NF + 0.0 Cota 2533.70m (aprox.)
EL. 2533.70m (approx.)
CIRCULACIčN P£RGOLA /
CIRCULATION CANOPY
AND£N EN CONCRETO ESCOBEADO /
CONCRETE SIDEWALK (Broom finish)
AND£N EN CONCRETO ESCOBEADO /
CO
NC
RE
TE
S
ID
EW
AL
K (B
ro
om
fin
ish
)
(La superficie se inclina hacia el
canal en concreto / Surface is
sloped to concrete ditch)
BA0103L (100x6 cm.) Demarcaci·n de pisos
Fotoluminiscente y antideslizante - Consejo Colombiano de Seguridad
/ Photoluminescent and anti-slip floor mark - Colombian Safety Council
PROYECCIčN CUBIERTA GSE /
GSE ROOF OVERHANG
CANAL DE CONCRETO EXISTENTE/
EXISTING CONCRETE DITCH
AND£N EN CONCRETO ESCOBEADO /
CONCRETE SIDEWALK (Broom finish)
AND£N EN CONCRETO ESCOBEADO /
CONCRETE SIDEWALK (Broom finish)
COLUMNA TUBULAR (T²p.) /
PIPE COLUMN (Typ.)
LAVAOJOS / EYE
WASH STATION
(Typ.)
LAVAOJOS / EYE WASH
STATION (Typ.)
D47
A-02A-21
N
u
e
v
o
c
e
r
r
a
m
i
e
n
t
o
m
a
l
l
a
e
s
l
a
b
o
n
a
d
a
(
h
=
1
.
0
5
m
)
,
V
e
r
n
o
t
a
9
C
-
0
3
/
N
e
w
c
h
a
i
n
-
l
i
n
k
f
e
n
c
e
(
h
=
1
.
0
5
m
)
,
S
e
e
n
o
t
e
9
C
-
0
3
Llave de Jard²n (tip)
Ho
se
B
ib
b (typ
)
Puerta doble en malla eslabonada (h= 1.05m)
Ver nota 9 C-03
Chain- link double swing gate (h= 1.05m)
See note 9 C-03
2
2.5
4.5
AND£N EN CONCRETO ESCOBEADO /
CONCRETE SIDEWALK (Broom finish)
CENTRO DE MECANIZADO RH33 / RH 33 MECHANIZED CENTER
MEDIDAS
4.20X4.50
TORNO MIL / MIL LATHE
2.60X1.90
TORNO DE COMBINACIčN / COMBINATION LATHE
TORNO COMBEN / COMBEN LATHE
4.0X1.20
HORNO DE TRATAMIENTO T£RMICO / HEAT TREATMENT FURNACE
1.80X1.80
3.63X2.20
FRESADORA CONVENCIONAL / CONVENTIONAL MILLING MACHINE
MĆQUINA DE CORTE POR CHORRO DE AGUA / LASER CUTTING MACHINE
SIERRA CINTA DOALL / BAND SAW
CUADRO DE EQUIPOS -TALLER DE MAQUINARIA-
3.70X1.30
6.10X4.20
5.35X2.20
2.50X2.50
PESO
1
2
3
5 MESAS DE TRABAJO / WORK BENCH
6
7
8
9
2000
4500 Kg
6800 Kg
5200 Kg
3000 Kg
ALTURA
3.20
2.10
2.20
2.20
2.95
2.16
3.010
11
BANCO HIDRĆULICO / TESTING BENCH
TALLER HIDRĆULICO / HYDRAULIC SHOP
4TORNO CONVENCIONAL PEQUE¤O / CONVENTIONAL SMALL LATHE
1.70X.60
2500 Kg
1.30500 Kg
1.40 2500 Kg
/ EQUIPMENT SCHEDULE -MACHINE SHOP-
/ DIMENSIONS (m) / WEIGHT/ HEIGHT (m)
Nota/ Note:
1. Los lavaojos no est§n incluidos en este contrato.
The eye wash stations are not included in this contract.
2. Dimensiones del §rea de ba¶os se muestran en A-21.
Bathroom dimensions are shown in A-21.
3. El contratista deber§ revisar las dimensiones de los equipos para ajustar las localizaciones una vez se conozcan las m§quinas adquiridas
por la Polic²a Nacional de Colombia.
Contractor shall check equipment dimensions to adjust location once the information on machines purchased by CNP is available.
4. La demarcaci·n de los pisos alrededor de las m§quinas deber§ ser ajustada una vez se conozca la informaci·n sobre las m§quinas
adquiridas por la Polic²a Nacional de Colombia.
Floor marking around machines shall be adjusted once the information on machines purchased by CNP is available.
5. El contratista deber§ coordinar con el proveedor de las m§quinas adquiridas por la Polic²a Nacional de Colombia el m®todo de fijaci·n, de
ser necesario, a las losas de concreto del §rea de trabajo.
Contractor shall coordinate with provider of the machines purchased by CNP the anchoring system, if needed, for slabs on grade at shop area.
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
ACCESOS POR LA RAMPA / ACCESS FROM APRON
TALLER / SHOP
TALLER MECĆNICA / MACHINE SHOP
MEDIDAS / DIMENSIONS (m) AREA (m2)
42X12.54507.75
2
PLANTA EL£CTRICA / POWER PLANT
3.04X6.2310.94
3
SUBESTACIčN / SUBSTATION
4
5
6
3.04X7.9624.19
7
8
9
10
COMPRESOR DE AIRE / AIR COMPRESSOR
13
PROGRAMACIčN / PROGRAM AREA
3.04X7.06 21.46
15
VESTIER (2) / LOCKER ROOM (2)
3.04X2.587.84
17
BA¤O (2) / BATHROOM (2) 3.04X6.6720.27
TALLER REPARACIčN ESTRUCTURAL / STRUCTURAL REPAIR SHOP
8.95X4.6841.88
23
TALLER HIDRĆULICA / HYDRAULIC SHOP
ZONA LAVADO Y REMOCIčN / WASHING AREA
3.90X2.379.35
CUARTO DE MĆQUINAS / MACHINE ROOM
ZONA DE TRABAJO / WORKING AREA
11.04X8.6495.39
6.05X1.9311.67
BANCOS DE PRUEBA / TESTING BENCH AREA6.05X8.74
52.88
21
22
OFICINA / OFFICE
SALIDAS EMERGENCIA / EMERGENCY EXIT
1 ACCESOS TALLERES / ACCESS TO SHOPS
CUADRO CONVENCIONES DE ĆREAS / AREA SCHEDULE
ZONA CUBIERTA / GROUND SUPPORT EQUIPMENT GSE SHED
16
4.06X4.1816.97
DEPčSITO DE ARENA / SAND STORAGE ROOM
24CIRCULACIONES / CIRCULATION AREA 27.87
TOTAL ĆREA CONSTRUIDA / TOTAL CONSTRUCTION AREA
1237
OFICINA / OFFICE 23.473.13X7.49
LAVADEROS CON QUĉMICOS / CHEMICAL CLEANING AREA
11
OFICINA / OFFICE3.04X3.52
10.70
3.04X2.206.71
12
DURčMETRO / DUROMETER ROOM
18
ĆREA DE PULIDO / POLISHING AREA
3.70X10.9240.4
19
ĆREA DE CURADO Y SECADO / CURING AND DRYING AREA
4.91X10.9253.62
175
20
3.04X2.096.35
14
BA¤O MINUSVĆLIDOS / HANDICAP BATHROOM
2.12X1.813.83
25
3.04X3.5210.70
MEDIDAS / DIMENSIONS (m) AREA (m2)
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-02
Planta primer nivel, cuadro de §reas y cuadro de
equipos
First floor plan, area schedule and equipment
schedule.
CORTE LONGITUDINAL C-C ESCALA 1:125
CORTE LONGITUDINAL B-B ESCALA 1:125
CORTE A-A ESCALA 1:125
NF + .15
BUILDING SECTION A-A SCALE 1:125
A-03
A
A-02
BUILDING SECTION B-B SCALE 1:125
BUILDING SECTION C-C SCALE 1:125
A-03
B
A-02
A-03
C
A-02
NA + .15
NF. + .15
0.65
D E
61 2 4 5 7 8 9 10 11 125Ë3
6 1245789101112 5Ë 3
6 6 6 6
0.42
6 6 6 6 6 6 6
6 6 6 6 6 6 6
0.42
6 6 6 6
10.71
2.93
3.07
0.27
2.432
2.05
4.22
2.432
2.93
0.32
3.037
2.432
2.05
1.6
2.62
2.4
2.9
30
.32
3.0
20.25
2.182
60.27
6.27
0.25
2.182
0.19
11.04
1.5 0.14
3.04
0.14
1.3
6
3.037
2.4
1.25
2.62
2.432
0.27
2.14
2.93
0.32
AB
NE + 6.15
NE + 3.40
NE + 3.08
NA + 0.0
NE + 6.42
NE + 6.15
NE + 3.40
NE + 3.08
NA + 0.0
NE + 6.42
0.14
6.23 0.14 7.962 0.14 4.148 0.14 5.12 0.14 2.52 0.14 2.475 0.14 1.325 0.14 2.155 0.121.235 0.12 2.74 0.143.92 0.12 1.32
0.14
0.19
0.14
8.950.14 8.84 0.14
3.905
0.14
2.095
0.14 1.3 0.075
8.702
0.19 6.05 0.25 8.64 0.25 4.91 0.25 3.76
0.19
0.12
0.19
42.11
0.19 1.811.3
C
4.832
4
A-03
D22
A-11
DIVISIONES DE OFICINA /
OFFICE PARTITIONS
LAVAOJOS / EYE WASH
STATION
LAVAOJOS / EYE WASH
STATION
Nota / Note:
Los lavaojos y las particiones de oficina no est§n incluidos
en este contrato.
The eye wash stations and the office partitions are not
included in this contract.
NA + 8.852
NA + 8.852
NE + 6.15
NE + 3.40
NE + 3.08
NA + 0.0
NE + 6.42
NA + 8.852
SALIDA BAJANTE (TIP)
SPOUT OUTLET (TYP)
LAVAOJOS /
EYE WASH STATION
A-03
D55
A-20
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
CONVENCIONES / LEGEND
NE NIVEL ESTRUCTURAL / STRUCTURAL LEVEL
NA NIVEL ACABADO / FINISH LEVEL
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-03
Cortes / Sections
FACHADA NORTE
FACHADA ESTE ESCALA 1:125
FACHADA SUR ESCALA 1:125
EAST ELEVATION SCALE 1:125
A-04
D
A-02
A-04
E
A-02
FACHADA OESTE ESCALA 1:125
WEST ELEVATION SCALE 1:125
A-04
F
A-02 A-04
G
A-02
NORTH ELEVATION SCALE 1:125 SOUTH ELEVATION SCALE 1:125
AB
3.65
3.65
6.27
8.702
61 2 4 5 7 8 9 10 11 125Ë3
6 1245789101112 5Ë 3
6 6 6 6 0.42 6 6 6 6 6 6 6
6 6 6 6 6 6 6
0.42
6 6 6 6
10.71
6.27
2.432
2.4
0.18
1.07
2.62
2.432
AB
10.71
NA + .15
NE + 6.15
NE + 3.40
NE + 3.08
NE + 6.42
NA + .15
NE + 6.15
NE + 3.40
NE + 3.08
NE + 6.42
NE + 6.15
NE + 3.40
NE + 3.08
NA + 0.0
NE + 6.42
NE + 6.15
NE + 3.40
NE + 3.08
NA + 0.0 EL. 2533.700
NE + 6.42
C
4.832
C
4.832
2.4
2.62
6.27
2.432
8.702
8.702
8.702
8.702
2.4
3.65
2.62
2.432
2.4
6.27
2.432
A-04
D32
A-12
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
MURO EN BLOQUE DE CONCRETO
LISO .19x.19x.39 / SMOOTH FACE CMU
WALL .19x .19x.39
PUERTA CORREDIZA EN LĆMINA /
SLIDING DOOR
LUCARNA EN ESTRUCTURA METĆLICA
/ STEEL STRUCTURE -LUCARNE-
MURO EN BLOQUE DE CONCRETO
LISO .19x.19x.39 / SMOOTH FACE CMU
WALL .19x .19x.39
MURO EN BLOQUE DE CONCRETO
LISO .19x.19x.39 / SMOOTH FACE CMU
WALL .19x .19x.39
MURO EN BLOQUE DE CONCRETO
LISO .14 x.19x.39 / SMOOTH FACE CMU
WALL .14x .19x.39
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
VENTANA EN ALUMINIO /
ALUMINIUM WINDOW
MURO EN BLOQUE DE CONCRETO
LISO .19x.19x.39 / SMOOTH FACE CMU
WALL .19x .19x.39
MURO EN BLOQUE DE CONCRETO
LISO .19x.19x.39 / SMOOTH FACE CMU
WALL .19x .19x.39
CUBIERTA MODULAR SANDWICH
DECK / SANDWICH DECK ROOF
LUCARNA EN ESTRUCTURA METĆLICA
/ STEEL STRUCTURE -LUCARNE-
LUCARNA EN ESTRUCTURA METĆLICA
/ STEEL STRUCTURE -LUCARNE-
PUERTA CORREDIZA EN LĆMINA /
SLIDING DOOR
PUERTA CORREDIZA EN LĆMINA /
SLIDING DOOR
NA + 0.15 EL. 2533.850
NA + 8.852
NA + 8.852
NA + 8.852 NA + 8.852
NA + 0.0 EL. 2533.700
NA + 0.0 EL. 2533.700
LLAVE DE JARDIN
HOSE BIBB
LLAVE DE JARDIN
HOSE BIBB
SALIDA DE BAJANTES AGUAS LLUVIAS (TIP)
OUTLET OF DOWNSPOUTS (TYP)
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-04
Fachadas / Facades
4
7
8
9
D1
A-05A-05
0.27
0.19 0.33
NE + 6.42
NE + 6.15
5
6
11
0.016
0.19
0.016
0.19
0.016
0.19
D9
A-05A-07
DETALLE 1 ESC. 1:10
/ DETAIL 1 SCL 1:10
0.305
31
13
9
11
8
D2
A-05A-05
12
14
0.19 0.323
0.19
0.19
0.634
0.396
0.016
0.19
0.016
D23
A-05 A-11
D24
A-05A-11
DETALLE 2 ESC. 1:10 /
DETAIL 2 SCL 1:10
1
CONVENCIONES / LEGEND
LUCARNE -VIERENDEEL TRUSS-
LUCERNARIO EN ESTRUCTURA METĆLICA -VIGA VIERENDEEL-
TAPA METĆLICA CAL. 16
2
3
4
5
6
7
8
9
10
11
VIGA METĆLICA PERFIL EN I SEGĐN DISE¤O ESTRUCTURAL
BAJANTE A. LL. 4" PVC
COLUMNA METĆLICA PERFIL EN H SEGĐN DISE¤O ESTRUCTURAL
MURO EN BLOQUE DE CONCRETO LISO .19X.19X.39
M£NSULA PARA SOPORTE DE PUENTE GRĐA
DINTEL EN CONCRETO VER D-23 PL A-11
VENTANA EN ALUMINIO V-07 VER DETALLES PL. A-17
PLACA DE CONTRAPISO SEGĐN DISE¤O ESTRUCTURAL
12
13
ALFAGĉA EN CONCRETO VER D-24 PL A-11
14
CIMIENTO SEGĐN PLANO ESTRUCTURAL
15
16
FLANCHE METĆLICO LĆMINA CAL. 16 VER D-9 PL A-07
REJILLA METĆLICA PARA DESAGUE A. LL.
REJILLA DE VENTILACIčN VER DETALLE V-11 PL. A-18
16 GAUGE SHEET METAL COVER
LOUVER SEE DETAIL V-11 DRAWING A-18
METAL ROOF RAIN DOME
STEEL H COLUMN ACCORDING TO STRUCTURAL DESIGN
CONCRETE LINTEL SEE DETAIL 23 DRAWING A-11
ALUMINIUM WINDOW V- 07 SEE DETAILS DRAWING A-17
CONCRETE SILL SEE DETAIL 24 DRAWING A-11
FOUNDATION ACCORDING TO STRUCTURAL DRAWING
16 GAUGE SHEET METAL FLASHING -SEE PLAN DETAIL 9 DRAWING A-07
STEEL I -BEAM ACCORDING TO STRUCTURAL DESIGN
4" PVC DOWNSPOUT
BRIDGE CRANE SUPPORT BRACKET
SMOOTH FACE CMU WALL .19X.19X.39
SLAB ON GRADE ACCORDING TO STRUCTURAL DRAWING
17
PEDESTAL EN CONCRETO SEGĐN DISE¤O ESTRUCTURAL
CONCRETE PEDESTAL ACCORDING TO STRUCTURAL DESIGN
18
PISO EPčXICO 75 um (micras).
75 um (micron) EPOXY FLOOR
19
AND£N DE CONCRETO ESCOBEADO FUNDIDO EN SITIO
CAST -IN- PLACE CONCRETE SIDEWALK (BROOM FINISH)
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
32
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
31
REVESTIMIENTO DE FACHADA TIPO QUADROLINES 30x15 O SIMILAR
VER D-30 PL. A-12.
QUADROLINES 30x15 TYPE VERTICAL REVETMENT PANEL OR
EQUIVALENT -SEE DETAIL 30 DRAWING A-12
11
15
8
16
DETALLE 3 ESC. 1:10
D3
A-05
0.127
17
0.016
0.19
0.016
0.19
0.016
0.19
0.016
D25
A-05A-11
0.1
A-05
Pendiente / Slope 2 %
/ DETAIL 3 SCL 1:10
1.3
1819
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-05
Corte de fachada y detalles / Facade section and
details.
1.5 0.14 3.04 0.14
2.9
30
.3
2
0.19
1.5
2
A-06
CF-2
A-02
B
1
2
4
7
8
9
10
11
25
26
17
18
D4
D5
D6
22
20
25
18
A-06A-06
A-06A-06
A-06A-06
2.4
6
0.3
22
.7
50
.2
72
.1
27
1.375
NE + 6.15
NE + 6.42
NA + 0.0
NA + 0.15
NE + 3.40
NE + 3.08
NA + 8.852
3
5
6
21
24
Cota (EL.) 2533.850
0.2
7
23
Pendiente / Slope 2 %
Pendiente / Slope .05 %
C
CORTE DE FACHADA 2 ESCALA 1:25
/ FACADE SECTION 2 SCALE 1:25
4.832
27
15
2.4
0.2
51
0.9
99
0.3
05
31
32
42
D3
A-05A-05
60
143
11
8
9
DETALLE 4 ESC. 1:10
D4
A-06A-06
0.19
NE + 3.40
NE + 3.08
21
20
24
0.32
0.062
0.19
0.016
0.19
0.016
0.19
0.016
/ DETAIL 4 SCL. 1:10
0.19
D39
A-06A-13
25
26
DETALLE 5 ESC. 1:10
D5
A-06A-06
22
25
0.308
0.09
0.19
0.019
0.19
0.019
0.19
0.19
0.019
0.19
0.14 1.3
NE + 3.40
NE + 3.08
7
0.019
D10
A-06 A-07
23
21
Pendiente / Slope 5 %
0.32
/ DETAIL 5 SCL. 1:10
24
55
27
CONVENCIONES / LEGEND
AFINADO DE PLACA
REVESTIMIENTO DE POLIUREA
20
21
22
23
24
25
COLUMNA CIRCULAR METĆLICA SEGĐN PLANO ESTRUCTURAL
26
27
1
2
3
4
5
6
7
8
9
10
11
CUBIERTA METĆLICA SENCILLA -PERGOLA / CANOPY- VER D-21 PL. A-11
PLACA DE STEEL DECK
TAPA METĆLICA CAL. 16
LUCERNARIO EN ESTRUCTURA METĆLICA -VIGA VIERENDEEL-
REJILLA METĆLICA PARA DESAGUE A. LL.
FLANCHE METĆLICO LĆMINA CAL. 16 VER D-9 PL A-07
VIGA METĆLICA PERFIL EN I SEGĐN PLANO ESTRUCTURAL
BAJANTE A. LL. 4" PVC
COLUMNA METĆLICA PERFIL EN H SEGĐN DISE¤O ESTRUCTURAL
M£NSULA PARA SOPORTE DE PUENTE GRĐA
MURO EN BLOQUE DE CONCRETO LISO .19X.19X.39
LEVELING MORTAR
FLANCHE METĆLICO LĆMINA CAL. 16 VER D-10 PL A-07
STEEL DECK SLAB
MURO EN BLOQUE DE CONCRETO LISO .14X.19X.39
SINGLE METAL ROOF SEE DETAIL 21 DRAWING A-11
STEEL PIPE COLUMN ACCORDING TO STRUCTURAL DRAWING
PLACA DE CONTRAPISO SEGĐN PLANO ESTRUCTURAL
CIMIENTO SEGĐN PLANO ESTRUCTURAL
FOUNDATION ACCORDING TO STRUCTURAL DRAWING
GĆRGOLA EN CONCRETO
CONCRETE SPOUT
LUCARNE -VIERENDEEL TRUSS-
16 GAUGE SHEET METAL COVER
METAL ROOF DRAIN DOME
16 GAUGE SHEET METAL FLASHING -SEE DETAIL 9 DRAWING A-07
STEEL I BEAM ACCORDING TO STRUCTURAL DRAWING
4" PVC DOWNSPOUT
STEEL H COLUMN ACCORDING TO STRUCTURAL DRAWING
BRIDGE CRANE SUPPORT BRACKET
SMOOTH FACE CMU WALL .19X.19X.39
16 GAUGE SHEET METAL FLASHING-SEE DETAIL 10 DRAWING A-07
SMOOTH FACE CMU WALL .14X.19X.39
SLAB ON GRADE ACCORDING TO STRUCTURAL DRAWING
POLYUREA MEMBRANE
PEDESTAL EN CONCRETO SEGĐN DISE¤O ESTRUCTURAL
CONCRETE PEDESTAL ACCORDING TO STRUCTURAL DESIGN
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
15
17
18
REJILLA DE VENTILACIčN VER DETALLE V-11 PL. A-18
LOUVER SEE DETAIL V-11 DRAWING A-18
32
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
31
REVESTIMIENTO DE FACHADA TIPO QUADROLINES 30x15 O SIMILAR VER D-30
PL. A- 12.
QUADROLINES 30x15 TYPE VERTICAL REVETMENTS PANEL OR EQUIVALENT
-SEE DETAIL 30 DRAWING A-12.
60
SUBBASE COMPACTADA
COMPACTED SUBBASE
CERRAMIENTO EN MALLA ESLABONADA
NEW CHAIN-LINK FENCE
42
55
FLANCHE METĆLICO LĆMINA CAL. 16
16 GAUGE SHEET METAL FLASHING
CANAL EXISTENTE
EXISTING CONCRETE DITCH
143
DETALLE 6 ESC. 1:10
D6
A-06A-06
25
15
18
0.7
0.14
0.19
0.019
0.19
0.019
0.19
0.019
NA + 0.15 Cota (EL) 2533.850
0.019
D26
A-06 A-19
/ DETAIL 6 SCL. 1:10
C
60
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-06
Corte de fachada y detalles / Facade section and
details.
0.19
0.1
50
.2
7
6.2
7
CORTE DE FACHADA 3 ESCALA 1:25
/ FACADE SECTION 3 SCALE 1:25
A-07
CF-3
A-02
NA + 0.0
D7
D8
1
2
3
29
30
6
8
10
11
13
17
31
30
A
A-07A-07
A-07A-07
12
NE + 6.15
NE + 6.42
28
7
14
0.1
Pendiente / Slope 2 %
NA + 0.15 Cota (EL) 2533.850
2.1
82
VER DETALLE D3 PLANO A-05
/ SEE DETAIL D3 DRAWING A-05
15
1.6
64
0.1
90
.6
34
0.1
93
.3
22
0.2
70
.2
5
32
NA + 8.852
DETALLE 7 ESC. 1:10
1
2
28
30
29
D7
A-07A-07
0.16
3
31
DETAIL 7 SCL. 1:10
32
NA + 8.852
29
30
7
8
11
DETALLE 8 ESC. 1:10
D8
A-07A-07
0.19
0.27
0.19
0.016
0.19
0.016
0.19
NE + 6.42
NE + 6.15
6
0.33
31
DETAIL 8 SCL. 1:10
DESARROLLO DE FLANCHE METĆLICO DETALLE 9 ESC. 1:5D9
A-07 A-05
SHEET METAL FLASHING DETAIL 9 SCL. 1:5
0.1183
0.116
0.0058
0.0779
0.0796
0
.1
7
9
9
0
.1
7
8
1
0.0387
0
.
0
1
5
8
D10
A-07 A-06
0.094
0
.
0
1
8
6
0.0155
7
0
Á
7
0
Á
DESARROLLO DE FLANCHE METĆLICO DETALLE 10 ESC. 1:5
SHEET METAL FLASHING DETAIL 10 SCL. 1:5
0.1819
0.0675
9
8
Á
8
2
Á
0
.
0
1
8
6
0.0155
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-07
Corte de fachada y detalles / Facade section and
details.
11 12
D12
A-08
CF-4
A-02
D11
D13
28
30
29
34
32
32
4
34
34
8
9 9
33
A-08A-08
A-08A-08
A-08A-08
A-08A-08
33
60
.2
72
.1
40
.2
92
6
0.190.3
0.12
60
.2
71
.7
50
.3
05
0.0
72
0.3
NA + 0.15
NE + 6.15
NE + 3.40
NE + 3.08
NE + 6.42
NE + 8.56
NA + 8.852
34
2
11
12
34
0.3
05
0.3
05
1.3
55
0.0
45
0.3
05
0.2
20
.0
72
0.3
05
0.0
85
1.3
55
0.0
45
0.0
72
D11
D23
A-08A-11
0
.
3
0
5
0
.
0
7
0.0
45
0.3
05
0.2
2
0
.
3
0
5
0
.
0
7
0.0
85
0.0
45
34
2
CORTE DE FACHADA 4 ESCALA 1:25 /
FACADE SECTION 4 SCALE 1:25
6262
62
28
36
30
32
D11
A-08 A-08
33
0.305
0.072
0.305
0.22
0.072
0.12
NE + 8.78
NA + 8.852
NE + 8.56
2
34
D30
A-08 A-12
29
1
DETALLE 11 ESC. 1:10
DETAIL 11 SCL. 1:10
0
.
3
0
5
DETALLE 12 ESC. 1:10
34
28
30
4
34
9
8
D12
A-08A-08
33
0.27
0.305
0.12 0.346
0.3
0.27
NE + 6.42
NE + 6.15
D16
A-08A-10
29
DETAIL 12 SCL. 1:10
0.305
0.085
0.342
28
CONVENCIONES / LEGEND
29
30
4
32
33
34
8
VIDRIO 6 MM LAMINADO
VIERENDEEL TRUSS ACCORDING TO STRUCTURAL DRAWING
VIGA VIERENDEEL SEGĐN PLANO ESTRUCTURAL
CUBIERTA MODULAR SANDWICH DECK TIPO C
CORREA METĆLICA SEGĐN PLANO ESTRUCTURAL
VIGA CAJčN METĆLICA SEGĐN PLANO ESTRUCTURAL
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
6 MM LAMINATED GLASS
9
2
11
COLUMNA METĆLICA PERFIL EN H SEGĐN PLANO ESTRUCTURAL
MURO EN BLOQUE DE CONCRETO LISO .19X.19X.39
1
36
DINTEL EN CONCRETO VER D-23 PL A-11
TAPA METĆLICA CAL 16 VER D 30 PL A-12
TORNILLO AUTOPERFORANTE
SELF - PERFORATING SCREW
SANDWICH DECK ROOF, TYPE C
METAL PURLIN ACCORDING TO STRUCTURAL DRAWING
METAL BOX GIRDER, ACCORDING TO STRUCTURAL DRAWING
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
STEEL H - COLUMN ACCORDING TO STRUCTURAL DRAWING
SMOOTH FACE CMU WALL .19X.19X.39
CONCRETE LINTEL SEE DETAIL 23 DRAWING A-11
16 GAUGE SHEET METAL COVER SEE DETAIL 30 DRAWING A-12
BAJANTE A. LL. 4" PVC
4" PVC DOWNSPOUT
12
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
REJILLA DE VENTILACIčN VER DETALLE V-11 PL. A-18
LOUVER SEE DETAIL V-11 DRAWING A-18
62
CORREA DE SOPORTE DEL REVESTIMIENTO
REVETMENT PANEL SUPPORT PURLIN
DETALLE 13 ESC. 1:10
D13
A-08A-08
9
34
11
33
0.190.3
0.27
NE + 6.42
NE + 6.15
0.016
0.19
0.016
0.19
0.305
DETAIL 13 SCL. 1:10
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-08
Corte de fachada y detalles / Facade section and
details.
A-09
CF-5
A-02
D14
D11
D15
1
2
28
30
29
4
37
38
39
11
41
40
A-09A-08
A-09A-09
A-09A-09
6
30
.0
54
2.9
46
0.2
7
60
.2
7
17
2
34
NA + 0.15
NE + 6.15
NE + 3.40
NE + 3.08
NE + 6.42
NE + 8.56
NA + 8.852
8
32
9
0.3
05
1.8
35
0.2
92
6
0.2
7
2.0
53
.9
50
.2
70
.2
5
0.3
05
1.3
55
0.0
45
0.3
05
0.2
20
.0
72
0.0
85
34
CORTE DE FACHADA 5 ESCALA 1:25 /
FACADE SECTION 5 SCALE 1:25
62
D46
A-09A-20
28
30
39
37
38
11
8
36
D14
A-09 A-09
4
0.19 0.3
0.3050.12 0.346
0.12
NE + 6.42
NE + 6.15
0.19
0.016
0.19
0.016
9
DETALLE 14 ESC. 1:10
DETAIL 14 SCL. 1:10
0
.
3
0
5
0
.
0
7
0.27
28
CONVENCIONES / LEGEND
29
30
4
37
36
38
39
METAL GIRDER ACCORDING STRUCTURAL DRAWING
VIGA CAJčN METĆLICA SEGĐN PLANO ESTRUCTURAL
ESTRUCTURA DE CIELORASO ACUSTICO + FIBER GLASS FRESCASA O
EQUIVALENTE / ACOUSTICAL CEILING STRUCTURE + FIBER GLASS,
FRESCASA OR EQUIVALENT
CUBIERTA MODULAR SANDWICH DECK TIPO C
CORREA METĆLICA SEGĐN PLANO ESTRUCTURAL
VIGA CAJčN METĆLICA SEGĐN PLANO ESTRUCTURAL
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
TORNILLO AUTOPERFORANTE
SELF - PERFORATING SCREW
FLANCHE METĆLICO LĆMINA CAL. 16 VER D-17 PL. A-10
VIGA METĆLICA IPE SEGĐN PLANO ESTRUCTURAL
11
9
34
40
41
MURO EN BLOQUE DE CONCRETO LISO .19X.19X.39
COLUMNA METĆLICA PERFIL EN H SEGĐN PLANO ESTRUCTURAL
17
VIERENDEEL TRUSS ACCORDING TO STRUCTURAL DRAWING
VIGA VIERENDEEL SEGĐN PLANO ESTRUCTURAL
MURO EN BLOQUE DE CONCRETO LISO .12X.19X.39
SANDWICH DECK ROOF, TYPE C
METAL PURLIN ACCORDING TO STRUCTURAL DRAWING
METAL BOX GIRDER, ACCORDING TO STRUCTURAL DRAWING
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
16 GAUGE SHEET METAL FLASHIGN SEE DETAIL 17 DRAWING A- 10
STEEL IPE BEAM ACCORDING TO STRUCTURAL DRAWING
SMOOTH FACE CMU WALL .19X.19X.39
STEEL H COLUMN ACCORDING TO STRUCTURAL DRAWING-
SMOOTH FACE CMU WALL .12X.19X.39
PLACA DE CONTRAPISO SEGĐN PLANO ESTRUCTURAL
SLAB ON GRADE ACCORDING TO STRUCTURAL DRAWING
8
BAJANTE A. LL. 4" PVC
4" PVC DOWNSPOUT
32
2
REJILLA DE VENTILACIčN VER DETALLE V-11 PL. A-18
LOUVER SEE DETAIL V-11 DRAWING A-18
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
62
CORREA DE SOPORTE DEL REVESTIMIENTO
REVETMENT PANEL SUPPORT PURLIN
29
30
34
4
40
D15
A-09 A-09
0.346
0.25
0.3
0.27
0.305
8
34
NE + 6.42
NE + 6.15
32
28
9
DETALLE 15 ESC. 1:10
DETAIL 15 SCL. 1:10
0.120.18
0
.
3
0
5
0
.
0
7
120
Nota/ Note:
1. El contratista deber§ determinar junto con el asesor de los
cielorasos, si es necesaria una estructura adicional para soportar
el cieloraso descolgado en los espacios donde se requiere (16,
17, 20 y 21).
1. Contractor shall determine with ceiling consultant supplier,
if it is necessary an additional support structure for the areas
where false ceiling will be installed (16, 17, 20 and 21).
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-09
Corte de fachada y detalles / Facade section and
details.
ZONA CUBIERTA EN ADOQUĉN DE CONCRETO IGUAL AL EXISTENTE
REINSTALL OR REPLACE WITH CONCRETE PAVERS
Pendiente / Slope 5%
6
CORTE TĉPICO DE CUBIERTA DE GSE ESCALA 1:25
A-10
CF-6
A-02
43
45
46
47
50
51
CIMENTACIčN VER PLANO ESTRUCTURAL
/ FOUNDATION SEE STRUCTURAL DRAWING
D-19
A-10
44
15
51
50
48
D-20
A-10
A-10 A-10
49
49
DE
0.7
0.076
0.345
0.076
0.06
0.22
0.651
0.651
0.7
0.34
0.22
4.4
NE + 4.40
4.7
NE + 4.70
0.22
0.07
MANTENER NIVEL EXISTENTE
MATCH EXISTING GRADE
TYPICAL GSE SHED SECTION SCALE 1:25
D38
A-10 A-13
DETALLE 19 ESC. 1:10
43
44
45
46
48
D19
A-10 A-10
49
0.08
1.122
0.08
0.092
0.22
0.07
0.076
0.065
0.22
NE + 4.40
DETAIL 19 SCL. 1:10
43
CONVENCIONES / LEGEND
44
45
46
47
48
PHR-CAJčN 220x160x2.5 SEGĐN PLANO ESTRUCTURAL
PHR- SENCILLO 220x80x20(2.5mm) SEGĐN PLANO ESTRUCTURAL
49
CUBIERTA SENCILLA TIPO C
ABRAZADERA
PERNO
SINGLE METAL DECK TYPE C
CANAL EN LĆMINA CAL. 16 PARA CUBIERTA DE GSE VER DETALLE 18 PL. A-10
METAL BOX BEAM 220x160x2.5 ACCORDING TO STRUCTURAL DRAWING
METAL C PURLIN 220x80x20(2.5mm) ACCORDING TO STRUCTURAL DRAWING
TAPA METĆLICA CAL. 16
BAJANTE A. LL. 3" METĆLICA
DOWNSPOUT STRAP
15
50
51
PLATINA
PLATE
ANCHOR BOLT
16 GAUGE SHEET METAL RAIN GUTTER FOR GSE SHED
16 GAUGE SHEET METAL COVER
3" METAL DOWNSPOUT
PEDESTAL EN CONCRETO SEGĐN DISE¤O ESTRUCTURAL
CONCRETE PEDESTAL ACCORDING TO STRUCTURAL DESIGN
DETALLE 20 ESC. 1:10
50
51
15
D20
A-10 A-10
48
49
0.7
0.34
NA + 0.0
DETAIL 20 SCL. 1:10
0.076
0.076
0.06
0.22
DESARROLLO DE FLANCHE METĆLICO
/ SHEET METAL FLASHING
DETALLE 17 ESC. 1:5 / DETAIL 17 SCL 1:25
D17
A-10 A-09
0
.2
1
5
6
0.18
0.18
0
.2
1
5
6
0.1056
0.1033
0.2499
0.2515
0
.
0
1
5
8
0.0058
DESARROLLO CANAL PARA CUBIERTA DE GSE
/ SHEET METAL GUTTER FOR GSE SHED
DETALLE 18 ESC. 1:5 / DETAIL 18 SCL. 1:5
D18
A-10 A-10
0.1285
0.092
0.15
0.0815
0.083
0.153
0.09
0.1285
0.02
0.0725
0.019
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-10
Detalles y cortes de cubierta GSE
GSE shed details and section
D21
A-11A-06
0.818
0.32
0.14 1.3
43
55
52
53
27
0.075
0.2
NE + 3.40
NE + 3.08
54
1.375
0.251
DETALLE 21 ESC. 1:10
CIRCULACION CUBIERTA
Pendiente / Slope 5 %
DETAIL 21 SCL. 1:10
CIRCULATION AREA CANOPY ROOF
D37
A-11A-13
1.376
43
52
53
54
55
ĆNGULO 2"X1/8"
PERFIL METĆLICO
TORNILLO DE FIJACIčN EN ACERO
34
57
37
25
63
17
MORTERO 1:3 MEDIA CA¤A - RADIO: 10 cm
PLACA DE CONTRAPISO SEGĐN PLANO ESTRUCTURAL
19
60
61
SUBBASE COMPACTADA
CUBIERTA SENCILLA TIPO C
27
COLUMNA METĆLICA CIRCULAR
SINGLE METAL DECK TYPEC
METAL SECTION
STEEL PIPE COLUMN
VIERENDEEL TRUSS ACCORDING TO STRUCTURAL DRAWING
VIGA VIERENDEEL SEGĐN PLANO ESTRUCTURAL
METAL GIRDER ACCORDING STRUCTURAL DRAWING
VIGA CAJčN METĆLICA SEGĐN PLANO ESTRUCTURAL
FLANCHE METĆLICO LĆMINA CAL. 16 VER D-27 PL A-11
4
9
STEEL IPE BEAM ACCORDING TO STRUCTURAL DRAWING
COLUMNA METĆLICA PERFIL EN H SEGĐN PLANO ESTRUCTURAL
STEEL SCREW
ANGLE 2"X1/8"
COMPACTED SUBBASE
MURO EN BLOQUE DE CONCRETO LISO .14X.19X.39
COVE BASE MADE OF MORTAR (1:3) RADIUS = 10 cm
CONVENCIONES / LEGEND
FLANCHE METĆLICO LĆMINA CAL. 16
SMOOTH FACE CMU WALL .14X.19X.39
SLAB ON GRADE ACCORDING TO STRUCTURAL DRAWING
16 GAUGE SHEET METAL FLASHING
16 GAUGE SHEET METAL FLASHING SEE DETAIL 27 DRAWING A-11
STEEL H COLUMN ACCORDING TO STRUCTURAL DRAWING
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
32
39
VIGA METĆLICA IPE SEGĐN PLANO ESTRUCTURAL
59
CALLE EXISTENTE EN ADOQUĉN
EXISTING CONCRETE PAVERS
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
56NEOPRENO / NEOPRENE
AND£N DE CONCRETO ESCOBEADO FUNDIDO EN SITIO /
CAST -IN- PLACE CONCRETE SIDEWALK (BROOM FINISH)
SARDINEL PREFABRICADO EN CONCRETO
PRECAST CONCRETE CURB
16
PISO EPčXICO 75 um (micras).
75 um (micron) EPOXY FLOOR
D22
A-11A-03
32
57
37
4
39
34
9
34
NE + 6.42
NE + 6.15
D27
A-11A-11
9
0.27
0.3 0.12 0.3
DETALLE 22 ESC. 1:10
JUNTA DE CONSTRUCCION
DETAIL 22 SCL. 1:10
CONSTRUCTION JOINT
0.305
56
D24
A-11 A-05
0.19
0.1
0.075
0
.1
2
1
7
0.095
DESARROLLO DE ALFAGĉA
DETALLE 24 ESC. 1:5
SILL DETAIL
DETAIL 24 SCL. 1:5
0.01
0.015
0.195
0.22
DESARROLLO DE DINTEL
D23
A-11 A-05
0.19
0.396
0.02 0.02
0.396
0.19
DETALLE 23 ESC. 1:5
LINTEL DETAIL
DETAIL 23 SCL. 1:5
DETAIL 25 SCL. 1:10
DETALLE 25 ESC. 1:10
D25
A-11 A-05
19
61
60
AND£N
NA + 0.15
NA + 0.0
1.3
0.127
0.1
Pendiente/Slope 2 %
SIDEWALK
59
D27
A-11 A-11
DESARROLLO DE FLANCHE METĆLICO
DETALLE 27 ESC. 1:5
SHEET METAL FLASHING
DETAIL 27 SCL. 1:5
0.3
232
0.0784
0.077
0.3
217
9
5
Á
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-11
Detalles constructivos /Construction details
641960
DETALLE 28 ESC. 1:10 / DETAIL 28 SCL 1:10D29
A-12 A-12
65
NA + 0.15
0.15
Pendie
nte
/ S
lope 1
5 %
DETALLE RAMPA / DETAIL RAMP
CORTE RAMPA
RAMP SECTION
1.3
59
64
66
PLANTA RAMPA ESC. 1:10
64
19
65
DIRECCIčN DE ESCOBEADO
BR
OO
MIN
G D
IR
EC
TIO
N
RAMP PLAN VIEW SCL. 1:10
66
1.3
0.15 1 0.15
0.3
VA
RIA
BLE
0.3
D28
A-12 A-02
DETALLE 32 ESC 1:25 / DETAIL 32 SCL 1:25
A-12
D32
A-04
REVESTIMIENTO VERTICAL DE FACHADA /
VERTICAL REVETMENT PANEL
0.684
2.4
32
6
0.3
08
0.342
A-12
A-12
D33
5
.
4
0
8
PLANTA REVESTIMIENTO ESCALA 1:25
REVETMENT PANEL PLAN VIEW SCALE 1:25
VISTA LATERAL REVESTIMIENTO
REVETMENT PANEL SIDE VIEW
31
6
31 36 62
121
121
0.12
A-12
D31
A-12
0.120.120.120.120.12
6
CORTE REVESTIMIENTO ESC. 1:25
FACADE SECTION SCALE 1:25
31
6
36
28
62
136
A-12
D33
A-12
64
19
60
65
A-86 SARDINEL ALTO-RAMPAS
A-86 PRECAST CURB FOR TOP OF RAMP
SUBBASE COMPACTADA
COMPACTED SUBBASE
A-85 SARDINEL BAJO-RAMPAS
A-85 CONCRETE CURB FOR ROAD SIDE
PLACA DE CONCRETO ESCOBEADO, FUNDIDO EN SITIO
66
REMATE PREFABRICADO DE CONCRETO
PRECAST CONCRETE EDGE WING
CAST -IN- PLACE CONCRETE SLAB, BROOM FINISH
CONVENCIONES / LEGEND
28
CUBIERTA MODULAR SANDWICH DECK TIPO C
SANDWICH DECK ROOF, TYPE C
31
6
FLANCHE METĆLICO LĆMINA CAL. 16 VER D-9 PL A-07
16 GAUGE SHEET METAL FLASHING -SEE PLAN DETAIL 9 DRAWING A-07
36
TORNILLO AUTOPERFORANTE (ESPACIAMIENTO DE ACUERDO CON
FABRICANTE DE PANEL DE REVESTIMIENTO
SELF - PERFORATING SCREW (SPACING ACCORDING TO
REVETMENT PANEL MANUFACTURER
TAPA METĆLICA CAL. 16
16 GAUGE SHEET METAL COVER
62
136
59
CALLE EXISTENTE EN ADOQUĉN
EXISTING CONCRETE PAVERS
REVESTIMIENTO DE FACHADA TIPO QUADROLINES 30x15 O
EQUIVALENT / VERTICAL REVETMENT PANEL QUADROLINES TYPE
30x15 OR EQUIVALENT (ALUZINC) (ESPESOR THICKNESS= 1.7 cm)
CORREA DE SOPORTE DEL REVESTIMIENTO / REVETMENT
PANEL SUPPORT PURLIN
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-12
Detalles constructivos / Construction details.
67
68
70
71
69
72
0.4
0.453
0.02
0.05
0.332
0.309
0.09
0.174 0.45 0.127
0.75
0.062
0.02
0.02
DETALLE 35 ESC. 1:10 / DETAIL 32 SCL. 1:10D35
A-13 A-13
CORTE POCETAS
ALZADO / FRONT VIEW
67
68
71
72
CORTE / SECTION
2
DETALLE 36 ESC. 1:10 / DETAIL 32 SCL. 1:10
D36
A-13 A-13
ALZADO / FRONT VIEW
138
138
145
0.27 0.375 0.75 0.375 0.355 0.375 0.75 0.375 0.27
0.174
0.45
0.126
0.174
0.22
0.23
67
68
70
PLANTA POCETAS
A-1
3A
-1
3
PLANTA POCETAS / SINK PLAN
D34
A-13 A-02
DETALLE 34 ESC. 1:10 / DETAIL 31 SCL. 1.10
A-13
D35
A-13
D35
0.27 1.5 0.355 1.5 0.27
0.715
2
Nota / Note:
La capacidad de las pocetas es igual para §rea 19 (§rea de limpieza con
qu²micos). Esa §rea s·lo tendr§ las pocetas sin grifos.
Sink capacity is equal to the one located in area 19 (Chemical cleaning area).
That area shall have only sinks without hose bibbs.
SINK PLAN
67
68
69
70
MESčN EN GRANITO PULIDO
MESčN EN CONCRETO
POCETA EN ACERO INOXIDABLE CAL.16
POYO EN CONCRETO
POLISHED GRANITE COUNTERTOP
CONCRETE COUNTERTOP
16 GAUGE STAINLESS STEEL SINK
71
72
CONCRETE BASE
CONVENCIONES / LEGEND
GRIFERĉA -GRIVAL O EQUIVALENTE- /
HOSE BIBB (GRIVAL OR EQUIVALENT)
PUERTA LĆMINA ACERO INOXIDABLE CON MANIJAS CAL.18 /
18 GAUGE SHEET STAINLESS STEEL DOOR WITH HANDLES
FLASHING EN LĆMINA CAL. 16 / 16 GAUGE SHEET METAL
FLASHING
137
8
BAJANTE A. LL. 4" PVC
4" PVC DOWNSPOUT
11
MURO BLOQUE DE CONCRETO LISO .19x.19x.39
SMOOTH FACE CMU WALL .19X.19X.39
21
REVESTIMIENTO DE POLIUREA
POLYUREA MEMBRANE
SELLANTE EN POLIURETANO /
POLYURETHANE SEALANT
131
RECUBRIMIENTO EN GRANITO PULIDO /
POLISHED GRANITE
138
ĆNGULO
1
2
" X 2" / ANGLE
1
2
" X 2"
139
TORNILLO / SCREW140
141
TAPA METĆLICA CAL. 16 /
16 GAUGE SHEET METAL COVER
9
COLUMNA METĆLICA PERFIL EN H SEGĐN
DISE¤O ESTRUCTURAL / STEEL H COLUMN
ACCORDING TO STRUCTURAL DESIGN
15
PEDESTAL EN CONCRETO SEGĐN DISE¤O
ESTRUCTURAL / CONCRETE PEDESTAL
ACCORDING TO STRUCTURAL DESIGN
25
MURO EN BLOQUE DE CONCRETO LISO
.14X.19X.39 / SMOOTH FACE CMU WALL
.14X.19X.39
142MORTERO PARA MUROS 1:3 /
1:3 WALL MORTAR
144POLIESTIRENO PARA GARANTIZAR JUNTA /
STYROFOAM TO ENSURE JOINT
145MALLA ELECTROSOLDADA M1.06 /
M1.06 WELDED WIRE MESH
DESARROLLO DE DINTEL
D37
A-13 A-11
0.19
DETALLE 37 ESC. 1:5
LINTEL DETAIL
DETAIL 37 SCL. 1:5
0.15 0.02
0.02
0.19
0.19
D38
A-13 A-10
0.295
0.075
0.0725
0.075
0.0725
0.29
DESARROLLO DE TAPA METĆLICA CAL. 16 /
16 GAUGE SHEET METAL COVER
DETALLE 38 ESC. 1:5 /DETAIL 38 SCALE 1:5
DETALLE 39 ESC. 1:10D39
A-13 A-06
DETAIL 39 SCL. 1:10
11
8
21
11
131
131
137
0.33
0.32
0.33 0.19
9
15
25
D61
A-13 A-0
DETALLE 61 ESC. 1:10
ARTICULACION
MURO-COLUMNA
DETAIL 61 ESC. 1:10
JOINT BETWEEN WALL AND
COLUMN
140
141
139
144
142
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-13
Detalles constructivos / Construction details.
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
11
1
2
34
567
89
16
3
18
21
20
22
10
14
23
17
24
19
13
2
15
61 2 3 4 5 7 8 9 10 11 12
1
2
3
6
7
8
9
10
11
NF + .15 Cota 2533.850
NF + .15
NF + .15
4
55
12
1111
12
A
B
A
B
5Ë
6 6 6 6 0.42 6 6 6 6 6 6 6
4.66
4.12
2.45
1.5
0.14
2.64
0.55
1.2
0.14
2.2 2.11 1.52
1.2
2.5 1.2 2.54
10.71
66.35
3.66
4.12
3.37
0.34
1.2
3.36
16.05
2.03 2.5 2.21 2.2 0.78 2.2
0.63
1.55
0.25
2.26.98
0.8
5.2
0.8
6.74
1 3.04 0.9 1.61 0.9 1.61 0.9 1.64 12.06 1.33
0.14
0.9 1.71 0.9 1.76 1 0.52 3.6
1.18
0.75
1.26
1.18
0.75
1.26
10.71
16.05
1.38
4.18
2
11
NF + 0.0
NF + 0.0
NF + .15 Cota 2533.850
C
4.83
RAMPA Pendiente 15 %
RECICLAJE
/ RECYCLING AREA
LAVAOJOS / EYE WASH
STATION (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
BA0103L (100x6 cm.)
Demarcacion de pisos
Fotoluminiscente y
antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and
anti-slip floor mark
-Colombian Safety Council
/ RAMP Slope15 %
RA
MP
A P
en
die
nte
1
5 %
/ R
AM
P S
lo
pe
15
%
6
0.54 1 1.28 3.02 1.01 5
0.14
2.12 5.07 1.38 0.8
0.31
0.8
0.39
1.5 2.38 0.5
0.37
0.84
0.35
0.8 0.43 0.53
0.22
0.4 1.2 3.350.89 0.94
0.39
1.2 1.2 1 2 1 0.5 1 0.5 1 1.79 1.2 4.34 2.5 3.69 4.53 1.03
0.99
0.39
NF + .15
4.83
0.3
1.2
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
5.2 0.8 5.2 5.2 0.8 5.22.390.82.390.61
0.19
6.05
0.25
8.64
0.25
4.91
0.25
3.76
0.5 6.04 1.73
0.06
3
0.06
3.1
0.06
3
0.06
0.94
0.06
7.14
0.06
4.04
0.06
5.43
0.06
1.97
0.06
4.3
0.06
0.82
0.19
0.62 7.37
0.06
4.4
0.06
1.48
0.06
3.8
0.06
1.85
0.06
3.6
0.06
6.28
0.06
5.8
0.06
1.29
0.06
4.8
0.06
0.78
0.19
1.38
0.14
2.07
0.16
3.9
0.14
2.46
0.05
2.46
0.05
2.49
0.14
1.2
0.14
1.2
0.14
7.61 0.47 1.3
0.16
2.92
0.16
0.8
0.18
0.8
0.16
1.74
0.16
1.2
0.16
1.33
0.14
1.33
0.14
2.47
0.14
2.52
0.14
5.12
0.14
4.15
0.14
7.96
0.14
6.23
0.14
0.14
3.04
0.14
1.38
0.12
8.86
0.25
1.93
0.19
0.14
3.13
0.05
12.54
0.19
0.14
4.56
0.12
11.04
0.19
0.14
3.04
0.14
8.36
0.12
4.06
0.19
0.14
1.11
0.14
1.77
0.16
12.54
0.19
0.14
2.54
0.14
13.04
0.19
0.14
3.04
0.14
12.54
0.19
2.58
0.06
5.2
0.06
4.3
0.06
0.27
1.95
0.06
4
0.06
1.4
7
0.06
4
0.06
0.87
0.19
1.86
0.06
2.6
0.06
1.09
0.06
5.87
0.06
0.88
0.19
0.19
0.58
0.06
5.8
0.06
0.51
0.06
3.3
0.06
2.11
1.95
0.06
3.7
0.06
0.26
0.06
5.8
0.06
0.59
0.19
PLANTA PRIMER NIVEL ESCALA 1:125
FIRST FLOOR PLAN SCALE 1:125
BA0103L (100x6 cm.) Demarcacion de pisos
Fotoluminiscente y antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and anti-slip floor mark
-Colombian Safety Council
C
ANCHO PTA.
DOOR WIDTH
109
110
105
104
103
108
107
106
DOOR
102
101
#
P-06
HARDWARE
MAT. MARCO
FRAME MAT.
ALTO PTA.
DOOR HEIGHT
ESPESOR PTA.
DOOR THICK
MAT. HOJATIPO DE PTA.
DOOR TYPE
P-09
DOOR MATERIAL
DOOR DETAILS
1
SET / QTY
6230mm
P-08
P-05
P-05
4120mm
5750mm
STEEL
STEEL
45mm
45mm
45mm
P-07
1200mm
4500mm
45mm2500mm
1200mm
111
112
113
114
45mm
45mm
STEEL
45mm
STEEL
P-041000mm 45mm STELL
P-03900mm 45mm
P-0345mm
2100mm
2050mm
2300mm
2300mm
2050mm
2050mm
2050mm
NE
W S
HO
P / T
AL
LE
R
1
1
1
1
1
1
1
1
1
1
1
1
1
STEELSTEEL
STEELSTEEL
STEELSTEEL
STEELSTEEL
STEEL STEEL
STEEL
STEEL
STEEL STEEL
STEEL
STEEL
STEEL
45mm
45mm
45mm
45mm
STEEL
900mm 2050mm
1200mm 2050mm STEELP-05
1200mm 2050mm P-05
STEEL
P-00 STEEL600mm 2050mm
750mm 2050mm P-01 STEEL
800mm 2050mm P-02 STEEL
45mm
115
116
117
45mm 1
1
1
STEEL
STEEL
STEEL45mm
800mm 2050mm P-02
P-01 STEEL2050mm
2050mm P-05 STEEL
STEEL
750mm
1200mm
1
1
1
1
1
201 STEEL45mm2050mm STEEL
RE
PA
IR
S
HO
P
TA
LL
ER
R
EP
AR
AC
. E
ST
RU
CT
UR
AL
202
203
204
205
STEEL45mm2050mm P-051200mm STEEL
STEEL45mm2050mm P-07A2200mm STEEL
STEEL45mm2050mm STEEL
STEEL45mm2050mm P-07A2200mm STEEL
HID
RA
UL
IC
S
HO
P
TA
LL
ER
D
E H
ID
RA
UL
IC
A
1STEEL45mm P-05 STEEL301 2050mm1200mm
1STEELSTEEL
STEELSTEEL 1
45mm P-07A2050mm2200mm
45mm P-052050mm1200mm
302
303
STEELSTEEL 145mm P-042050mm1000mm304
STEELSTEEL 145mm P-07B2050mm2200mm305
STEELSTEEL 145mm P-082100mm4120mm306
STEELSTEEL 145mm P-072300mm2500mm307
P-051200mm
P-051200mm
HANDLE / MANIJALOCK / CERRADURA ACABADO / FINISH
REMARKS
OBSERVACIONES
PUERTA
Double security lock / Cerradura con
doble seguridad.
Antipanic bar and security lock exterior
/ Barra antip§nico y cerradura exterior.
Double security lock / Cerradura con
doble seguridad.
Double security lock / Cerradura con
doble seguridad.
-
Candado para trabajo pesado/
Heavy duty padlock
Exterior metal handle /
Manija exterior met§lica.
ADITTIONAL/ADIC.
-
Door Closer / Brazo
hidr§ulico
Security exterior lock / Cerradura de
sobreponer.
-
-
Antipanic bar and security lock exterior
/ Barra antip§nico y cerradura exterior.
Double security lock / Cerradura con
doble seguridad.
Door Closer / Brazo
hidr§ulico
-
Antipanic bar and security lock exterior
/ Barra antip§nico y cerradura exterior.
-
Double security lock / Cerradura con
doble seguridad.
Antipanic bar and security lock exterior
/ Barra antip§nico y cerradura exterior.
-
Antipanic bar and security lock exterior
/ Barra antip§nico y cerradura exterior.
-
-
-
-
Exterior Metal handle /
Manija exterior met§lica.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
SLIDING DOOR / PUERTA CORREDIZA
SLIDING DOOR / PUERTA CORREDIZA
Door Closer / Brazo
hidr§ulico
Door Closer / Brazo
hidr§ulico
Door Closer / Brazo
hidr§ulico
Security exterior lock / Cerradura de
sobreponer.
Door Closer / Brazo
hidr§ulico
Antipanic bar and security lock exterior
/ Barra antip§nico y cerradura exterior.
According to spec. 9-08
According to spec. 9-08 /
De acuerdo con espec. 9-08
-
WITH OUT ANTIPANIC BAR - SIN BARRA ANTIPĆNICO
-
-
REJILLA - LOUVER
REJILLA - LOUVER
WITHOUT ANTIPANIC BAR - SIN BARRA ANTIPĆNICO
WITHOUT ANTIPANIC BAR - SIN BARRA ANTIPĆNICO
WITHOUT ANTIPANIC BAR - SIN BARRA ANTIPĆNICO
PUERTA CON REJILLA - LOUVER DOOR
NOTAS/ NOTES:
1. Proveer cu¶as de madera con fondo de junta y sellante de poliuretano para todos los elementos que se inserten en las aberturas (puertas, ventanas, rejillas etc.) de los muros exteriores. Aplicar en
cara interna y externa el fondo de junta y sellante.
Provide wood shims with backer rod and polyurethane sealant on all sides for all items inserted into openings (doors, windows, louvers etc.) within the exterior wall. Apply sealant and backer rod on both sides
of the wall.
2. Para la instalaci·n de cualquier puerta es necesario consultar las fichas t®cnicas del producto y recomendaciones del fabricante de puertas y las normas industriales correspondientes sobre las
condiciones de la obra, preparaci·n de superficies, los muros y el acondicionamiento adecuado del material, as² como de la mano de obra. El contratista debe verificar medidas.
Prior to installing any kind of door, Contractor needs to consult plans, data sheets, industry standards, and manufacturer's recommendations in regard to surface preparation, product installation, equipment
and labor. Contractor shall verify dimensions.
Exterior metal handle /
Manija exterior met§lica.
PUERTA CON REJILLA / LOUVER DOOR
Candado para trabajo pesado /
Heavy duty padlock
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-14
Detalles Constructivos
PUERTAS
Construction Details
DOORS
73
78
77
DETALLES DE PUERTAS / DOORS DETAILS
ESCALA /SCL 1:25
P-06 (104)
73
78
76
P-07B (305)
80
73
78
77
P-07(105 - 307)
12
12
12
1212
80
131
131
0.03
0.1
0.020.1
73
25
73
76
77
76
77
78
0.02
0.03
0.1
0.3
0.75
0.045 0.105
0.02
0.04
73
25
128
0.045 0.105
0.0
4
0.0
2
0.0
2
0.0
3
73
78
76
DETALLES DE PUERTAS / DOORS DETAILS
ESCALA / SCL 1:25
P-00P-01
P-02 P-03 P-04
P-05
74
73
78
76
73
78
76
73
78
77
73
78
76
73
79
76
76
77
SEE DOOR SCHEDULE
TO KNOW WHICH LOCATIONS
REQUIRE ANTIPANIC BAR.
VER CUADRO DE PUERTAS PARA
SABER EN QUE LUGARES SE
REQUIERE BARRA ANTIPĆNICO.
D4
0
A-1
5A
-1
5
128
MARCO EN LĆMINA CAL. 16 CARGADO CON MORTERO O
GROUTING / HOLLOW METAL FRAME, 16 GAUGE, FILLED WITH
GROUT
73
BRAZO ANTIPĆNICO / ANTIPANIC DOOR HANDLE
74
PINES O FALLEBAS COMPATIBLES CON EL SISTEMA DE
CERRADURA ANTIPĆNICO / VERTICAL LATCHES COMPATIBLE
WITH ANTIPANIC DOOR
75
HOJA EN LĆMINA CAL. 18 CON TERMINACIčN EN PINTURA
ELECTROSTĆTICA COLOR GRIS/ 18 GAUGE SHEET GRAY
POWDER COATING
76
REJILLA DE VENTILACIčN TIPO PERSIANA / LOUVER
77
CERRADURA DE SEGURIDAD CON VOLTEADOR AL INTERIOR Y
POMO METĆLICO / METAL SECURITY KNOB LOCK WITH A
THUMBTURN ON THE INTERIOR INSIDE.
78
CERRADURA DE SEGURIDAD COMPATIBLE CON EL SISTEMA DE
PUERTAS ANTIPĆNICO INCLUYE MANIJA Y CERRADURA/
BRUSHED CHROME FINISH FOR INTERIOR EXTERIOR LOCKING
APPLICATION ANTIPANIC SECURITY LOCK WITH DOOR HANDLE
79
MANIJA EXTERIOR METĆLICA / EXTERIOR METAL HANDLE
80
SISTEMA DE CORREDERA PARA PUERTAS / SLIDING DOOR
SYSTEM
81
FIJACIčN DEL MARCO METĆLICO CON TORNILLO EXPANSIVO AL
MURO / METAL FRAME FIXING WITH EXPANDING RAWPLUG AT
THE WALL
DINTEL EN CONCRETO / CONCRETE LINTEL12
CONVENCIONES / LEGEND
25
MURO EN BLOQUE DE CONCRETO ESTRUCTURAL
CMU WALL
73
76
25
0.0
45
0.1
05
0.015
0.015
0.015
0.03
.10
.85
.12
.06
.03
.89
128
SITIO
ANCLAJE
ANCHOR
LOCATION
SITIO
ANCLAJE
ANCHOR
LOCATION
SITIO
ANCLAJE
ANCHOR
LOCATION
128
128
NOTAS/ NOTES:
1. Proveer cu¶as de madera con fondo de junta y sellante de poliuretano para todos los elementos que se inserten en las aberturas (puertas, ventanas, rejillas etc.) de los muros exteriores. Aplicar en cara interna y externa el
fondo de junta y sellante.
Provide wood shims with backer rod and polyurethane sealant on all sides for all items inserted into openings (doors, windows, louvers etc.) within the exterior wall. Apply sealant and backer rod on both sides of the wall.
2. Para la instalaci·n de cualquier puerta es necesario consultar las fichas t®cnicas del producto y recomendaciones del fabricante de puertas y las normas industriales correspondientes sobre las condiciones de la obra,
preparaci·n de superficies, los muros y el acondicionamiento adecuado del material, as² como de la mano de obra. El contratista debe verificar medidas.
Prior to installing any kind of door, Contractor needs to consult plans, data sheets, industry standards, and manufacturer's recommendations in regard to surface preparation, product installation, equipment and labor. Contractor shall
verify dimensions.
MARCO LĆMINA (LATERALES) HOLLOW METAL FRAME (SIDE)
SIN ESCALA /NOT TO SCALE
MARCO LĆMINA (LATERALES)
STEEL SHEET FRAME (SIDE)
ESCALA / SCL 1:5
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-15
Detalles Constructivos
PUERTAS
Construction Details
DOORS
D-40
A-15A-15
ESCALA - SCL 1:20
80
81
86
P-08
4.00
12
80
2.06 2.06
4.12
D-41
A-16
A-16
D-41
A-16 A-16
DETALLE DE PUERTA CORREDIZA /SLIDING DOOR DETAIL
ESCALA /SCL 1:25
128
MARCO EN LĆMINA CAL. 16 CARGADO CON MORTERO O
GROUTING /HOLLOW METAL FRAME, 16 GAUGE, FILLED WITH
GROUT
73
BRAZO ANTIPĆNICO / ANTIPANIC DOOR HANDLE
74
PINES O FALLEBAS COMPATIBLES CON EL SISTEMA DE
CERRADURA ANTIPĆNICO / VERTICAL LATCHES COMPATIBLE
WITH ANTIPANIC DOOR
75
HOJA EN LĆMINA CAL. 18 CON TERMINACIčN EN PINTURA
ELECTROSTĆTICA COLOR GRIS/ 18 GAUGE SHEET GRAY
POWDER COATING
76
REJILLA DE VENTILACIčN TIPO PERSIANA / LOUVER
77
CERRADURA DE SEGURIDAD CON VOLTEADOR AL INTERIOR Y
POMO METĆLICO / METAL SECURITY KNOB LOCK WITH A
THUMBTURN ON THE INTERIOR INSIDE.
78
CERRADURA DE SEGURIDAD COMPATIBLE CON EL SISTEMA DE
PUERTAS ANTIPĆNICO INCLUYE MANIJA Y CERRADURA/
BRUSHED CHROME FINISH FOR INTERIOR EXTERIOR LOCKING
APPLICATION ANTIPANIC SECURITY LOCK WITH DOOR HANDLE
79
MURO EN BLOQUE DE CONCRETO LISO .19X.19X.39 / SMOOTH
FACE CMU WALL .19X.19X.39
11
MANIJA EXTERIOR METĆLICA / EXTERIOR METAL HANDLE
80
SISTEMA DE CORREDERA PARA PUERTAS / SLIDING DOOR
SYSTEM
81
FIJACIčN DEL MARCO METĆLICO CON TORNILLO EXPANSIVO AL
MURO / METAL FRAME FIXING WITH SCREW EXPANDING
RAWPLUG AT THE WALL
DINTEL EN CONCRETO / CONCRETE LINTEL12
BAJANTE A. LL. 4"PVC / 4"PVC DOWNSPOUT8
CUBIERTA / COVER82
SOPORTE COLGANTE PARA RIEL / RAIL HANGER83
ENSAMBLE DEL CARRO / CARRIAGE ASSEMBLY84
RIEL / RAIL85
PUERTA METĆLICA CAL. 16 / METAL DOOR 16 GAUGE
86
CONVENCIONES / LEGEND
FLANCHE METĆLICO LĆMINA CAL. 16
16 GAUGE SHEET METAL FLASHING
129
GUĉA
GUIDE
130
36
TORNILLO AUTOPERFORANTE
SELF - PERFORATING SCREW
82
83
84
85
86
11
73
79
76
74
1212
75
P-07A (203-205-302)
ESCALA /SCL 1:25
D-41
A-16A-16
DETALLE SISTEMA PUERTA CORREDIZA
DETAIL OF SLIDING DOOR SYSTEM
ESCALA SCL 1: 10
83
83
86
11
85
P-09
82
86 86
80 80
82
D-4
2
A-16
A-16
11
83
8
D-42
A-16
8
A-16
8
8
DETALLE DE PUERTA CORREDIZA /SLIDING DOOR DETAIL
ESCALA / SCL 1:50
98
NOTAS/ NOTES:
1. Proveer cu¶as de madera con fondo de junta y sellante de poliuretano para todos los elementos que se inserten en las aberturas (puertas, ventanas, rejillas etc.) de los muros exteriores. Aplicar en cara interna y externa el
fondo de junta y sellante.
Provide wood shims with backer rod and polyurethane sealant on all sides for all items inserted into openings (doors, windows, louvers etc.) within the exterior wall. Apply sealant and backer rod on both sides of the wall.
2. Para la instalaci·n de cualquier puerta es necesario consultar las fichas t®cnicas del producto y recomendaciones del fabricante de puertas y las normas industriales correspondientes sobre las condiciones de la obra,
preparaci·n de superficies, los muros y el acondicionamiento adecuado del material, as² como de la mano de obra. El contratista debe verificar medidas.
Prior to installing any kind of door, Contractor needs to consult plans, data sheets, industry standards, and manufacturer's recommendations in regard to surface preparation, product installation, equipment and labor. Contractor shall
verify dimensions.
86
8
129
36
11
130
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-16
Detalles Constructivos
PUERTAS
Construction Details
DOORS
DETALLE SISTEMA PUERTA CORREDIZA /
DETAIL OF SLIDING DOOR SYSTEM
ESCALA 1:5 SCALE 1:5
D-42
A-16A-16
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
11
1
2
34
567
89
16
3
18
21
20
22
10
14
23
17
24
19
13
2
15
61 2 3 4 5 7 8 9 10 11 12
1
2
3
6
7
8
9
10
11
NF + .15 Cota 2533.850
NF + .15
NF + .15
4
55
12
1111
12
A
B
A
B
5Ë
6 6 6 6 0.42 6 6 6 6 6 6 6
4.66
4.12
2.45
1.5
0.14
2.64
0.55
1.2
0.14
2.2 2.11 1.52
1.2
2.5 1.2 2.54
10.71
66.35
3.66
4.12
3.37
0.34
1.2
3.36
16.05
2.03 2.5 2.21 2.2 0.78 2.2
0.63
1.55
0.25
2.26.98
0.8
5.2
0.8
6.74
1 3.04 0.9 1.61 0.9 1.61 0.9 1.64 12.06 1.33
0.14
0.9 1.71 0.9 1.76 1 0.52 3.6
1.18
0.75
1.26
1.18
0.75
1.26
10.71
16.05
1.38
4.18
2
11
NF + 0.0
NF + 0.0
NF + .15 Cota 2533.850
C
4.83
RAMPA Pendiente 15 %
RECICLAJE
/ RECYCLING AREA
LAVAOJOS / EYE WASH
STATION (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
BA0103L (100x6 cm.)
Demarcacion de pisos
Fotoluminiscente y
antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and
anti-slip floor mark
-Colombian Safety Council
/ RAMP Slope15 %
RA
MP
A P
en
die
nte
1
5 %
/ R
AM
P S
lo
pe
15
%
6
0.54 1 1.28 3.02 1.01 5
0.14
2.12 5.07 1.38 0.8
0.31
0.8
0.39
1.5 2.38 0.5
0.37
0.84
0.35
0.8 0.43 0.53
0.22
0.4 1.2 3.350.89 0.94
0.39
1.2 1.2 1 2 1 0.5 1 0.5 1 1.79 1.2 4.34 2.5 3.69 4.53 1.03
0.99
0.39
NF + .15
4.83
0.3
1.2
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
5.2 0.8 5.2 5.2 0.8 5.22.390.82.390.61
7.38
0.19
6.05
0.25
8.64
0.25
4.91
0.25
3.76
0.5 6.04 1.73
0.06
3
0.06
3.1
0.06
3
0.06
0.94
0.06
7.14
0.06
4.04
0.06
5.43
0.06
1.97
0.06
4.3
0.06
0.82
0.19
0.62 7.37
0.06
4.4
0.06
1.48
0.06
3.8
0.06
1.85
0.06
3.6
0.06
6.28
0.06
5.8
0.06
1.29
0.06
4.8
0.06
0.78
0.19
1.38
0.14
2.07
0.16
3.9
0.14
2.46
0.05
2.46
0.05
2.49
0.14
1.2
0.14
1.2
0.14
7.61 0.47 1.3
0.16
2.92
0.16
0.8
0.18
0.8
0.16
1.74
0.16
1.2
0.16
1.33
0.14
1.33
0.14
2.47
0.14
2.52
0.14
5.12
0.14
4.15
0.14
7.96
0.14
6.23
0.14
0.14
3.04
0.14
1.38
0.12
8.86
0.25
1.93
0.19
0.14
3.13
0.05
12.54
0.19
0.14
4.56
0.12
11.04
0.19
0.14
3.04
0.14
8.36
0.12
4.06
0.19
0.14
1.11
0.14
1.77
0.16
12.54
0.19
0.14
2.54
0.14
13.04
0.19
0.14
3.04
0.14
12.54
0.19
2.58
0.06
5.2
0.06
4.3
0.06
0.27
1.95
0.06
4
0.06
1.4
7
0.06
4
0.06
0.87
0.19
1.86
0.06
2.6
0.06
1.09
0.06
5.87
0.06
0.88
0.19
0.19
0.58
0.06
5.8
0.06
0.51
0.06
3.3
0.06
2.11
1.95
0.06
3.7
0.06
0.26
0.06
5.8
0.06
0.59
0.19
PLANTA PRIMER NIVEL ESCALA 1:125
FIRST FLOOR PLAN SCALE 1:125
BA0103L (100x6 cm.) Demarcacion de pisos
Fotoluminiscente y antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and anti-slip floor mark
-Colombian Safety Council
C
1.00
0.04
0.93
0.04
V-01
87
V-02
V-03
87 87
V-04
0.99 0.98 0.99 0.99 0.99 0.040.02
5.00
87
0.04
0.55
0.04
0.04 0.91 0.04
0.99
0.04
0.55
0.04
0.62
0.04 0.72 0.04 0.72 0.04
1.55
0.04
0.55
0.04
0.62
1.00
0.04 1.14 0.04 1.14 0.04
2.39
0.04
0.92
0.04
0.62
0.04
0.55
0.04
0.62
0.04 0.95 0.04 0.95 0.04 0.95 0.04
0.62
0.04
0.54
0.04
0.62
0.04 0.70 0.04 0.70 0.04 0.70 0.04 0.70 0.04 0.70 0.04 0.70 0.04 0.70 0.04
0.04
0.54
0.04
V-10
V-09
V-08
V-06
V-05
87
87
87
87
87
0.04 0.85 0.05 0.84 0.05 0.84 0.05 0.85 0.04
3.60
0.04
0.30
0.05
1.12
0.04
1.55
0.04 0.73 0.04
0.80
0.04 0.43 0.04
0.50
0.62
0.62
0.04
0.55
0.04
0.04
0.55
0.04
0.04 0.87 0.04
0.94
3.02
5.20
33
88
DETALLES DE VENTANAS / WINDOWS DETAIL
ESCALA /SCL 1:25
V-12
V-07
87
CONVENCIONES / LEGEND
87
88
14
35
131
132
4
32
34
VIERENDEEL TRUSS ACCORDING TO STRUCTURAL DRAWING
VIGA VIERENDEEL SEGUN PLANO ESTRUCTURAL
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
DINTEL EN CONCRETO / CONCRETE LINTEL
ALFAGIA EN CONCRETO / CONCRETE SILL
VENTANERĉA EN ALUMINIO CON PERFILERĉA PARA SISTEMA ACĐSTICO/
ACOUSTIC WINDOWS ALUMINIUM FRAME
PERSIANA EN ALUMINIO / ALUMINIUM BLIND LOUVER
89 RELLENO EN POLIURETANO / POLYURETHANE SEAL
33 VIDRIO LAMINADO 6 mm / 6 mm LAMINATED GLASS
56 SELLO EN NEOPRENO / NEOPRENE GASKET
127 ALFAGIA EN ALUMINIO / ALUMINIUM SILL
90 VIDRIO TRANSPARENTE 5 mm / 5 mm CLEAR GLASS
91 FONDO DE JUNTA / BACKER ROD
SELLANTE DE POLIURETANO / POLYURETHANE SEALANT
FLANCHE PARA FORMAR ENCAJONAMIENTO
FLASHING TO FORM END AND BACK DAMNS
NOTAS/ NOTES:
1. La l²neas discontinuas en V muestran las ventanas con m·dulos basculantes.
las dem§s ventanas son fijas.
Top-hinged windows are shown with the V dashed line. The others are fixed windows.
2. Para la instalaci·n de cualquier ventana es necesario consultar las fichas
t®cnicas del producto y recomendaciones del fabricante de puertas y las normas
industriales correspondientes sobre las condiciones de la obra, preparaci·n de
superficies, los muros y el acondicionamiento adecuado del material, as² como de la
mano de obra.El contratista deber§ verificar medidas en sitio.
Prior to installing any kind of window, Contractor needs to consult plans, data sheets,
industry standards, and manufacturer's recommendations in regard to surface
preparation, product installation, equipment and labor. Contractor shall verify
dimensions.
3. Proveer cu¶as de madera con fondo de junta y sellante de poliuretano para
todos los elementos que se inserten en las aberturas (puertas, ventanas, rejillas etc.)
de los muros exteriores. Aplicar en cara interna y externa el fondo de junta y sellante.
Provide wood shims with backer rod and polyurethane sealant on all sides for all items
inserted into openings (doors, windows, louvers etc.) within the exterior wall. Apply
sealant an backer rod on both sides of the wall.
2
REJILLA DE VENTILACIčN VER DETALLE V-11 PL. A-18
LOUVER SEE DETAIL V-11 PL. A-18
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-17
Detalles Constructivos
VENTANAS
Construction Details
WINDOWS
32
4
34
33
0.27
1.75
0.3
0.07
0.3
34
0.31
0.31
0.08
1.36
0.05
0.07
0.05
0.31
0.22
0
.
3
1
0
.
0
7
V-11
127
D-43
A-18A-18
A-18A-18
D-44
35
0.4
87
91
14
H
(A
LT
UR
A / H
EIG
HT
V
AR
IA
BLE
87
91
0.2
D-45
A-18A-18
131
132
131
0.0
4
0.0
45
4
0.0065
0.002
0.006
0.011
0.005
0.002
0.0065
0.0257
87
89
56
90
14
35
90
87
56
89
33
91
131
56
131
91
91
131
132
0.04 1.32 0.04
1.40
0.04
1.92
0.04
0.30
2.00
REJ-1
56
2
89
.01
.26
.05 .07
89
91
127
.08
132
131
CONVENCIONES / LEGEND
87
88
14
35
131
132
4
32
34
VIERENDEEL TRUSS ACCORDING TO STRUCTURAL DRAWING
VIGA VIERENDEEL SEGUN PLANO ESTRUCTURAL
VENTANA EN ALUMINIO V-11 LUCARNA VER DETALLE PL. A-18
ALUMINIUM WINDOW V- 11 LUCARNE SEE DETAIL DRAWING A-18
CANAL EN LĆMINA CAL. 16 VER D-16 PL. A-10
16 GAUGE SHEET METAL RAIN GUTTER SEE DETAIL 16 DRAWING A-10
DINTEL EN CONCRETO / CONCRETE LINTEL
ALFAGIA EN CONCRETO / CONCRETE SILL
VENTANERĉA EN ALUMINIO CON PERFILERĉA PARA SISTEMA ACĐSTICO/
ACOUSTIC WINDOWS ALUMINIUM FRAME
PERSIANA EN ALUMINIO / ALUMINIUM BLIND LOUVER
89 RELLENO EN POLIURETANO / POLYURETHANE SEAL
33 VIDRIO LAMINADO 6 mm / 6 mm LAMINATED GLASS
56 SELLO EN NEOPRENO / NEOPRENE GASKET
127 ALFAGIA EN ALUMINIO / ALUMINIUM SILL
90 VIDRIO TRANSPARENTE 5 mm / 5 mm CLEAR GLASS
91 FONDO DE JUNTA / BACKER ROD
SELLANTE DE POLIURETANO / POLYURETHANE SEALANT
FLANCHE PARA FORMAR ENCAJONAMIENTO
FLASHING TO FORM END AND BACK DAMNS
NOTAS/ NOTES:
2
REJILLA DE VENTILACIčN VER DETALLE V-11 PL. A-18
LOUVER SEE DETAIL V-11 PL. A-18
NOTAS/ NOTES:
1. Para la instalaci·n de cualquier ventana es necesario consultar las fichas t®cnicas del producto y recomendaciones del fabricante de puertas y las normas industriales correspondientes sobre las condiciones de la
obra, preparaci·n de superficies, los muros y el acondicionamiento adecuado del material, as² como de la mano de obra. El contratista deber§ verificar medidas en sitio.
Prior to installing any kind of window. Contractor needs to consult plans, data sheets, industry standards, and manufacturer's recommendations in regard to surface preparation, product installation, equipment and labor.
Contractor shall verify dimensions.
2. Porveer cu¶as de madera con fondo de junta y sellante de poliuretano para todos los elementos que se inserten en las aberturas (puertas, ventanas, rejillas etc.) de los muros exteriores. aplicar en cara interna y
externa el fondo de junta y sellante.
Provide wood shims with backer rod and polyurethane sealant on all sides for all items inserted into openings (doors, windows, louvers etc.) within the exterior wall. Apply sealant an backer rod on both sides of the wall.
WIDTH
WIND.
# HEIGHT
1000 mm 1000 mm
MATERIAL
ALUMN.
CANTIDAD
4
QUANTITY
REMARKS / OBSERVACIONES
ANCHO ALTO
V-01
V-02
V-03
V-04
V-05
V-06
V-07
V-08
V-09
V-10
V-11
500 mm
800 mm
620 mm
620 mm
5000 mm 620 mm
940 mm
3020 mm
620 mm
620 mm
5300 mm
1060 mm
620 mm
620 mm
1600 mm
2440 mm
620 mm
1000 mm
930 mm 1445 mm
ALUMN.
ALUMN.
ALUMN.
ALUMN.
ALUMN.
ALUMN.
ALUMN.
ALUMN.
ALUMN.
ALUMN. 110
4
1
1
2
1
2
1
1
1
Lucarna Require neopreno en contorno de la estructura
metalica/ Use neoprene around the Lucarne window frame.
(D43 & D44).
Vidrio laminado / Laminated Glass
Vidrio laminado y opalizado /
Laminated and frosted glass
V-12 3600 mm 1550 mm ALUMN. 1
Rejilla Calibre 18 / Louver 18 Gauge
REJ-1 1400 mm 2000 mm STEEL 1
ROOM / ESP
#
8-9
13
11
15
23
18
4
16
17
22
lucarna
8
lucarne
5
Vidrio Transparente / Clear glass
V-04 5000 mm 620 mm ALUMN. 123
ALTURA DESDE N+0,15
HEIGHT FROM F.F.E. 2533.85Á (m)
1.050
1.435
1.840
1.050
0.500
0.300
1.435
1.435
1.435
1.435
1.435
1.435
1.435
6.660
Ventanas ac¼sticas/ Acoustic windows
Detalle 45 / D
etail 45
Vidrio laminado y transparente /
Laminated and clear glass
Vidrio laminado y transparente /
Laminated and clear glass
Vidrio laminado y transparente /
Laminated and clear glass
Vidrio laminado y transparente con rejilla de
seguridad /Laminated and clear glass with security
grille
Vidrio laminado y transparente /
Laminated and clear glass
Vidrio laminado y transparente con rejilla de
seguridad /Laminated and clear glass with security
grille
H
(A
LT
UR
A / H
EIG
HT
V
AR
IA
BLE
)
L (LONGITUD / LENGHT VARIABLE)
0.15 0.15 0.15 0.15 0.15
0.4
0.4
PLANTA / TOP VIEW
ALZADO / ELEVATION
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-18
Detalles Constructivos
VENTANAS
Construction Details
WINDOWS
SECTION WINDOW / CORTE DE VENTANA
SCALE 1: 10 / ESCALA 1:10
ACOUSTIC SECTION WIINDOW / CORTE DE
VENTANA ACUSTICA
ESCALA 1:2 SCALE 1:2
REJILLA / LOUVER
SCALE 1: 25 / ESCALA 1:25
CORTE DE VENTANA LUCARNA/
SECTION LUCARNE WIINDOW
ESCALA 1:5 SCALE 1:5
SECTION LUCARNE WIINDOW / CORTE DE
VENTANA LUCARNA
ESCALA 1:2 SCALE 1:2
D-44
A-18A-18
D-43
A-18A-18
D-45
A-18A-18
CORTE DE VENTANA LUCARNA/
SECTION LUCARNE WIINDOW
ESCALA 1:25 SCALE 1:25
REJA METALICA EN VARILLA
1
2
"/
1
2
" METALLIC GRILL
ESCALA 1:10 SCALE 1:10
D-60
A-18A-18
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
11
1
2
34
567
89
16
3
18
21
20
22
10
14
23
17
24
19
13
2
15
61 2 3 4 5 7 8 9 10 11 12
11
NF + .15 Cota 2533.850
NF + .15
NF + .15
12
1111
12
A
B
A
B
5Ë
NF + 0.0
6 6 6 6 0.42 6 6 6 6 6 6 6
4.66
4.12
2.45
1.5
0.14
2.64
0.55
1.2
0.14
2.2 2.11 1.52
1.2
2.5 1.2 2.54
10.71
66.35
3.66
4.12
3.37
0.34
1.2
3.36
16.05
2.03 2.5 2.21 2.2 0.78 2.2
0.63
1.55
0.25
2.26.98
0.8
5.2
0.8
6.74
1 3.04 0.9 1.61 0.9 1.61 0.9 1.64 12.06 1.33
0.14
0.9 1.71 0.9 1.76 1 0.52 3.6
1.18
0.75
1.26
1.18
0.75
1.26
10.71
16.05
1.38
4.18
2
11
NF + 0.0
NF + 0.0
NF + .15 Cota 2533.850
C
4.83
RAMPA Pendiente 15 %
RECICLAJE
/ RECYCLING AREA
LAVAOJOS / EYE WASH
STATION (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
BA0103L (100x6 cm.)
Demarcacion de pisos
Fotoluminiscente y
antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and
anti-slip floor mark
-Colombian Safety Council
/ RAMP Slope15 %
RA
MP
A P
en
die
nte
1
5 %
/ R
AM
P S
lo
pe
15
%
6
0.54 1 1.28 3.02 1.01 5
0.14
2.12 5.07 1.38 0.8
0.31
0.8
0.39
1.5 2.38 0.5
0.37
0.84
0.35
0.8 0.43 0.53
0.22
0.4 1.2 3.350.89 0.94
0.39
1.2 1.2 1 2 1 0.5 1 0.5 1 1.79 1.2 4.34 2.5 3.69 4.53 1.03
0.99
0.39
NF + .15
4.83
6 6 6 6
25.3
D
0.3
1.2
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
5.2 0.8 5.2 5.2 0.8 5.22.390.82.390.61
7.38
0.19
6.05
0.25
8.64
0.25
4.91
0.25
3.76
0.5 6.04 1.73
0.06
3
0.06
3.1
0.06
3
0.06
0.94
0.06
7.14
0.06
4.04
0.06
5.43
0.06
1.97
0.06
4.3
0.06
0.82
0.19
0.62 7.37
0.06
4.4
0.06
1.48
0.06
3.8
0.06
1.85
0.06
3.6
0.06
6.28
0.06
5.8
0.06
1.29
0.06
4.8
0.06
0.78
0.19
1.38
0.14
2.07
0.16
3.9
0.14
2.46
0.05
2.46
0.05
2.49
0.14
1.2
0.14
1.2
0.14
7.61 0.47 1.3
0.16
2.92
0.16
0.8
0.18
0.8
0.16
1.74
0.16
1.2
0.16
1.33
0.14
1.33
0.14
2.47
0.14
2.52
0.14
5.12
0.14
4.15
0.14
7.96
0.14
6.23
0.14
0.14
3.04
0.14
1.38
0.12
8.86
0.25
1.93
0.19
0.14
3.13
0.05
12.54
0.19
0.14
4.56
0.12
11.04
0.19
0.14
3.04
0.14
8.36
0.12
4.06
0.19
0.14
1.11
0.14
1.77
0.16
12.54
0.19
0.14
2.54
0.14
13.04
0.19
0.14
3.04
0.14
12.54
0.19
2.58
0.06
5.2
0.06
4.3
0.06
0.27
1.95
0.06
4
0.06
1.4
7
0.06
4
0.06
0.87
0.19
1.86
0.06
2.6
0.06
1.09
0.06
5.87
0.06
0.88
0.19
0.19
0.58
0.06
5.8
0.06
0.51
0.06
3.3
0.06
2.11
1.95
0.06
3.7
0.06
0.26
0.06
5.8
0.06
0.59
0.19
PROYECCION CUBIERTA GSE/ GSE
ROOF OVERHANG
PLANTA PRIMER NIVEL ESCALA 1:125
FIRST FLOOR PLAN SCALE 1:125
93 93 93
BA0103L (100x6 cm.) Demarcacion de pisos
Fotoluminiscente y antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and anti-slip floor mark
-Colombian Safety Council
C
63
62
17
25
62
CONVENCIONES DE PISO / FLOOR LEGEND
92
16
93
19
PISO CERAMICO COLOR BLANCO 30X3O TRAFICO PESADO / CERAMIC TILE FLOOR (30X30 WHITE HEAVY TRAFFIC)
PISO EPOXICO 75 (MICRAS) / 75 MICRON EPOXY COAT FLOOR
BOCAPUERTA GRANITO PULIDO PARA TRANCISION DE DIFERENTES PISOS /
POLISHED GRANITE THRESHOLD AS TRANSITION FLOOR
PLACA DE CONCRETO ESOCBEADO FUNDIDO EN SITIO / CONCRETE SLAB (BROOM FINISH, CAST IN PLACE)
6
4
5
OBSERVACIONES / REMARKS
8
9
11
10
7
NE
W S
HO
OP
B
UIL
DIN
G
FIR
ST
F
LO
OR
12-13
15
14
17
16
18
20
19
21
23
22
24
ED
IF
IC
IO
T
AL
LE
R
PR
IM
ER
P
IS
O
ROOM / ESP
#
PISO / FLOOR
No. DRAWING / NUMERO DE PLANCHA
BASE
GUARDAESCOBA /
WALLS
MUROS
A-19 FLOORS / PISOS
BA0103L (100x6 cm.) Demarcacion de pisos
Fotoluminiscente y antideslizante -Consejo Colombiano de Seguridad
/ Photoluminescent and anti-slip floor mark -Colombian Safety Council
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
A-19 FLOORS / PISOS
CONVENCIONES / LEGEND
25
16
63
17
PISO EPOXICO 75 (MICRAS)
MORTERO 1:3 MEDIA CA¤A -RADIO: 10 CM.-
PLACA DE CONTRAPISO SEGUN PLANO ESTRUCTURAL
MURO EN BLOQUE DE CONCRETO LISO .14X.19X.39
75 MICRON EPOXY COAT FLOOR
COVE BASE MADE OF MORTAR (1:3) RADIUS = 10 cm
SMOOTH FACE CMU WALL .14X.19X.39
SLAB ON GRADE ACCORDING TO STRUCTURAL DRAWING98
ENCHAPE MURO 30X30 BLANCO
30X30,WHITE, CERAMIC WALL TILE
PISO CERAMICO TRAFICO PESADO COLOR
BLANCO 30X30
30X30,HEAVY TRAFFIC WHITE COLOR CERAMIC TILE
MORTERO PARA PISO (1:3)
MORTAR (1:3)
19
60
61
SUBBASE COMPACTADA
COMPACTED SUBBASE
SARDINEL PREFABRICADO EN CONCRETO
PRECAST CONCRETE CURB
PLACA DE CONCRETO ESCOBEADO FUNDIDO EN SITIO
CAST -IN- PLACE CONCRETE SLAB. BROOM FINISH
59
CALLE EN ADOQUIN EXISTENTE
EXISTING CONCRETE PAVERS
116
104
JUNTA DE MATERIAL
MATERIAL BORDER
133
61 19
59
60
0.35
0.13
A-19A-11
D-25
NOTA /NOTE
1. Para la instalaci·n de cualquier tipo de piso es necesario consultar las fichas t®cnicas del producto y recomendaciones del fabricante de pisos y/o z·calos y las normas industriales
correspondientes sobre las condiciones de la obra, preparaci·n de superficies, los contrapisos y el acondicionamiento adecuado del material, as² como de la mano de obra. El contratista deber§
verificar medidas en obra.
Prior to installing any kind of floor or epoxic paint, Contractor needs to consult product data sheets, industry standards, and manufacturer's recommendations in regard to surface preparation,
product installation, equipment and labor.
Contractor shall verify dimensions.
2. La demarcaci·n de los pisos alrededor de las m§quinas deber§ ser§ ajustada una vez se conozca la informaci·n sobre las m§quinas adquiridas por la Polic²a Nacional de Colombia.
Floor marking around machines shall be adjusted once the information on machines purchased by CNP is available.
98
116
104
25
17
0.010
93133
10417
73
93
133
FECHAFIRMA
BOGOTĆ, CUNDINAMARCA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-19
Detalles Constructivos
PISOS
Construction Details
FLOORS
ANDEN PERIMETRAL AL EDIFICIO NUEVO /SIDE WALK
AROUND NEW BUILDING
ESCALA 1:25 SCALE 1:25
PISO CERĆMICO TRĆFICO PESADO / HEAVY
TRAFFIC CERAMIC FLOOR
ESCALA 1:5 SCALE 1:5
D-53
A-19A-21
PISO EPčXICO Y MEDIA CA¤A 75 um/ 75 um
EPOXY COAT AND COVE BASE
ESCALA 1:5 SCALE 1:5
D-26
A-19A-05
DETALLE PARA BOCAPUERTA -CASOS DONDE
SE TIENEN PISOS DISTINTOS /THRESHOLD
DETAIL -APPLY WHERE TWO DIFFERENT FLOOR
ARE INSTALLED
ESCALA 1:2 SCALE 1:2
D-59
A-19A-19
DETALLE PARA BOCAPUERTA -CASOS DONDE
SE TIENEN PISOS DISTINTOS /THRESHOLD
DETAIL -APPLY WHERE TWO DIFFERENT FLOOR
ARE INSTALLED
ESCALA 1:5 SCALE 1:5
D-58
A-19A-19
0 5 10 15 20 25 m
ESCALA / SCALE
1: 125
11
1
2
34
567
89
16
3
18
21
20
22
10
14
23
17
24
19
13
2
15
61 2 3 4 5 7 8 9 10 11 12
1
2
3
6
7
8
9
10
11
NF + .15 Cota 2533.850
NF + .15
NF + .15
4
55
12
1111
12
A
B
5Ë
6 6 6 6 0.42 6 6 6 6 6 6 6
4.66
4.12
2.45
1.5
0.14
2.64
0.55
1.2
0.14
2.2 2.11 1.52
1.2
2.5 1.2 2.54
10.71
66.35
3.66
4.12
3.37
0.34
1.2
3.36
16.05
2.03 2.5 2.21 2.2 0.78 2.2
0.63
1.55
0.25
2.26.98
0.8
5.2
0.8
6.74
1 3.04 0.9 1.61 0.9 1.61 0.9 1.64 12.06 1.33
0.14
0.9 1.71 0.9 1.76 1 0.52 3.6
1.18
0.75
1.26
1.18
0.75
1.26
10.71
16.05
1.38
4.18
2
11
NF + 0.0
NF + 0.0
NF + .15 Cota 2533.850
C
4.83
RAMPA Pendiente 15 %
LAVAOJOS / EYE WASH
STATION (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
EXTINTOR / FIRE
EXTINGUISHER (TYP.)
BA0103L (100x6 cm.)
Demarcacion de pisos
Fotoluminiscente y
antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and
anti-slip floor mark
-Colombian Safety Council
/ RAMP Slope15 %
RA
MP
A P
en
die
nte
1
5 %
/ R
AM
P S
lo
pe
15
%
6
0.54 1 1.28 3.02 1.01 5
0.14
2.12 5.07 1.38 0.8
0.31
0.8
0.39
1.5 2.38 0.5
0.37
0.84
0.35
0.8 0.43 0.53
0.22
0.4 1.2 3.350.89 0.94
0.39
1.2 1.2 1 2 1 0.5 1 0.5 1 1.79 1.2 4.34 2.5 3.69 4.53 1.03
0.99
0.39
NF + .15
4.83
0.3
1.2
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
ELEVATION + .15 Cota 2533.850
5.2 0.8 5.2 5.2 0.8 5.22.390.82.390.61
0.19
6.05
0.25
8.64
0.25
4.91
0.25
3.76
0.5 6.04 1.73
0.06
3
0.06
3.1
0.06
3
0.06
0.94
0.06
7.14
0.06
4.04
0.06
5.43
0.06
1.97
0.06
4.3
0.06
0.82
0.19
0.62 7.37
0.06
4.4
0.06
1.48
0.06
3.8
0.06
1.85
0.06
3.6
0.06
6.28
0.06
5.8
0.06
1.29
0.06
4.8
0.06
0.78
0.19
1.38
0.14
2.07
0.16
3.9
0.14
2.46
0.05
2.46
0.05
2.49
0.14
1.2
0.14
1.2
0.14
7.61 0.47 1.3
0.16
2.92
0.16
0.8
0.18
0.8
0.16
1.74
0.16
1.2
0.16
1.33
0.14
1.33
0.14
2.47
0.14
2.52
0.14
5.12
0.14
4.15
0.14
7.96
0.14
6.23
0.14
0.14
3.04
0.14
1.38
0.12
8.86
0.25
1.93
0.19
0.14
3.13
0.05
12.54
0.19
0.14
4.56
0.12
11.04
0.19
0.14
3.04
0.14
8.36
0.12
4.06
0.19
0.14
1.11
0.14
1.77
0.16
12.54
0.19
0.14
2.54
0.14
13.04
0.19
0.14
3.04
0.14
12.54
0.19
2.58
0.06
5.2
0.06
4.3
0.06
0.27
1.95
0.06
4
0.06
1.4
7
0.06
4
0.06
0.87
0.19
1.86
0.06
2.6
0.06
1.09
0.06
5.87
0.06
0.88
0.19
0.19
0.58
0.06
5.8
0.06
0.51
0.06
3.3
0.06
2.11
1.95
0.06
3.7
0.06
0.26
0.06
5.8
0.06
0.59
0.19
PLANTA PRIMER NIVEL ESCALA 1:125
FIRST FLOOR PLAN SCALE 1:125
93 93 93
BA0103L (100x6 cm.) Demarcacion de pisos
Fotoluminiscente y antideslizante -Consejo
Colombiano de Seguridad
/ Photoluminescent and anti-slip floor mark
-Colombian Safety Council
94
LEGENDCONVENCIONES
ESTRUCTURA METĆLICA DE SOPORTE / ALUMINIUM GRID SYSTEM
95
96
CIELO RASO ACUSTICO TIPO STAR ORION O EQUIVALENTE /
ACOUSTIC CEILING STAR ORION TYPE OR EQUIVALENT.
STEEL DECK A LA VISTA / EXPOSED DECK EXPOSED
ALTURA CIELO RASO
6
4
5
CEILINGREMARKS / OSERVACIONES
CEILING HEIGHT
8
9
11
10
7
NE
W S
HO
OP
B
UIL
DIN
G
FIR
ST
F
LO
OR
12-13
15
14
17
16
18
20
19
21
23
22
24
3000 mm
-
ED
IF
IC
IO
T
AL
LE
R
PR
IM
ER
P
IS
O
ROOM / ESP
#
No. DRAWING / NUMERO DE PLANCHA
CIELO RASO
A-20 CEILING / CIELO RASOS
3000 mm
3000 mm
3000 mm
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
A-20 CEILING / CIELO RASOS
CIELO RASO ACUSTICO TIPO STAR ORION O
EQUIVALENTE / ACOUSTIC CEILING STAR ORION TYPE
OR EQUIVALENT.
CONVENCIONES DE CIELO RASO FALSO
CEILING LEGEND
STEEL DECK A LA VISTA / EXPOSED STEEL DECK
95
94
3.00
0.05
96
SCALE - ESCALA 1:25
ACOUSTIC CEILING
AREA
95
D-46
A-20A-20
NOTA / NOTE
1. Para la instalaci·n de cualquier tipo de cielo raso es necesario consultar las fichas t®cnicas del producto y recomendaciones del fabricante y las normas
industriales correspondientes sobre las condiciones de la obra, preparaci·n de superficies, los espacios y el acondicionamiento adecuado del material, as² como
de la mano de obra. El contratista debera verificar medidas en obra.
Prior to installing any kind of ceiling, Contractor needs to consult product data sheets, industry standards, and manufacturer's recommendations in regard to
surface preparation, product installation, equipment and labor.
Contractor shall verify dimensions.
2. El contratista debe coordinar la instalaci·n de las l§mparas y el cielo raso.
Contractor shall coordinate lights fixture installation with ceiling installation.
959596
96
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-20
Detalles Constructivos
NEW SHOP CIELORASOS
Construction Details
NEW SHOP CEILING
ESTRUCTURA DE SOPORTE / ALUMINIUM GRID
SYSTEM
ESCALA 1:10 / SCALE 1:10
ĆREA CON CIELO RASO ACĐCTICO
ACOUSTIC CEILING AREA
ESCALA 1:25 SCALE 1:25
D-55
A-20A-03
D-46
A-20A-20
118
106
117
21
103
101
0.6
20
.4
50
.5
3
0.12 1.92 0.12
0.2
20
.1
1.2
9
105
D-51
A-21 A-21
VISTA LONGITUDINAL GABLETE ACRĉLICO /
FRONT VIEW OF ACRYLIC GABLE ROOF
SECTION
ESCALA /SCL 1:25
118
106
117
21
0.3
2
0.3
20
.3
0.3
3
0.3
0.0
6
0.2
1
0.0
6
0.12 1 0.12
A-2
1
51
A-2
1
105
103
D-52
A-21 A-21
CORTE TRANSVERSAL GABLETE ACRĉLICO /
ACRYLIC GABLE ROOF SECTION
ESCALA /SCL 1:25
0.1
20
.5
3
CONVENCIONES / LEGEND
97
98
99
100
101
102
103
21
105
106
107
108
109
110
111
112
113
114
115
116
117
118
25
16
63
119
DISPENSADOR DE JABčN /
SOAP DISPENSER
120
PROTECTOR PARA PAPEL HIGI£NICO /
TOILET PAPER DISPENSER
121
CANECA DE BASURA EN ACERO INOXIDABLE /
STAINLESS STEEL WASTE RECEPTACLE
122
BARRA DE SEGURIDAD Ï32mm, 18" DE LARGO DE ACERO INOXIDABLE /
Ï32mm STAINLESS STEEL GRAB BAR, 18" LONG
123
GRIFERĉA ANTIVANDĆLICA LĉNEA INSTITUCIONAL/
INSTITUTIONAL LINE ANTIVANDAL FAUCET
124
PUERTA DE VIDRIO TEMPLADO DE 8 mm /
8 mm THICK TEMPERED GLASS DOOR
125
BANCA (NO INCLUIDA EN ESTE CONTRATO) /
BENCH (NOT INCLUDED IN THIS CONTRACT)
PUERTA METĆLICA /
STEEL DOOR
VINILO SOBRE PA¤ETE /
PAINT OVER STUCCO
LOSA EN STEEL DECK/
STEEL DECK
REVESTIMIENTO EN POLIUREA/
POLYUREA MEMBRANE
PA¤ETE IMPERMEABILIZADO Y VINILO EXTERIOR TIPO "CORAZA" O EQUIVALENTE/
WATERPROOFED STUCCO AND VYNIL OUTSIDE TYPE "CORAZA" OR EQUIVALENT
REJILLA EN ALUMINIO/
ALUMINIUM LOUVER
FIN DE ENCHAPE CERĆMICA DE PARED/
END OF CERAMIC WALL TILE
ENCHAPE MURO 30X30 BLANCO/
30 X30, WHITE, CERAMIC WALL TITLE
POCETA ASEO/
FLOOR SINK
SANITARIO DE PORCELANA LINEA INSTITUCIONAL, ALARGADO CON TANQUE Y
BIZCOCHO/ INSTITUTIONAL LINE PORCELAIN ELONGATED TOILET BOWL AND
TANK WITH TOILET SEAT COVER
DIVISIčN DE BA¤O EN ACERO INOXIDABLE/
STAINLESS STEEL TOILET PARTITION
ESPACIO PARA LOCKERS Y BANCA/
SPACE FOR LOCKERS AND BENCH
BORDILLO DE DUCHA/
SHOWER CURB
ESPEJO EN CRISTAL 5 mm/
5 mm GLASS MIRROR
LAVAMANOS DE PORCELANA LINEA INSTITUCIONAL CON PEDESTAL
INSTITUTIONAL LINE PORCELAIN WASHBASIN WITH PEDESTAL TYPE
SECADOR DE MANOS DE BAJO CONSUMO /
110 V HAND DRYER
ORINAL DE PORCELANA LĉNEA INSTITUCIONAL /
INSTITUCIONAL LINE PORCELAIN URINAL
PISO EN ENCHAPE CERĆMICO 30X30 TRĆFICO PESADO/
30X30 HEAVY TRAFFIC CERAMIC FLOOR TITLE
MURO EN MAMPOSTERĉA .06X.12X.25 TOLETE COMĐN
.06X.125X.26 CLAY BRICK
DOMO ACRĉLICO/
ACRYLIC GABLE ROOF
MURO EN BLOQUE DE CONCRETO LISO .14X.19X.39/
SMOOTH FACE CMU WALL .14X.19X.39
PISO EN PINTURA EPčXICA 75 (MICRAS) /
75 MICRON EPOXY COAT FLOOR
MEDIA CA¤A EN MORTERO /
COVE BASE MADE OF MORTAR
JABONERA EN ACERO INOXIDABLE/
STAINLESS STEEL SOAP HOLDER
TOALLERO /
TOWEL HOOK
LINEA INSTITUCIONAL DE REGADERA SOBRE MURO Y LLAVES DEL AGUA /
INSTITUTIONAL LINE WALL-MOUNT SHOWER HEAD AND HANDLES
126
MOLDURA EN BRONCE 12,7mm x 5mm/
BRONZE JOINT FILLER 12,7mm x 5mm
134
BOCA PUERTA GRANITO PULIDO PARA TRANSICIčN DE DIFERENTES PISOS /
POLISHED GRANITE THRESHOLD AS TRANSITION FLOOR
93
VENTILACIčN EN CUBIERTA TUBO DE Ï2"
ROOF VENT CONDUIT Ï2"
135
104
MORTERO PARA PISO 1:3/
1:3 FLOOR MORTAR
DETALLE BORDILLO
DETAIL OF CURB
ESCALA / SCL 1:5
116
D54
A-21 A-21
0.1
0.2
116 116
76
6 6
CORTE BA¤OS / BATHROOM SECTION
ESCALA / SCL 1:50
567
118
100
99
97
98
108
98
101
117
21
103
107
106
110
116
111
118
117
106
21
103
107
99
101
101
112
113
115
114
101
98
100
112
113
116
0.1
43
.0
40
.1
4
0.1
4
1.6
71
.3
7
0.1
41
.3
61
.7
5
0.14
0.19
0.14 1.32
0.12 1.24 0.05 0.8 0.05 0.8 0.12 0.84 0.14
0.84
0.12 0.83
0.05 0.9 0.12 1.24 0.12 0.71 0.12
0.14
0.14 1.32 0.12 2.21 0.05 0.81 0.05 0.81 0.14 2.74 0.12 1.24 0.12 2.16 0.14
1.9
30
.1
61
.2
3
0.14
0.12
0.14
12
0.1
4
1.8
10
.1
21
.1
1
0.1
4
1.1
80
.7
51
.2
6
1.1
80
.7
51
.2
6
1.6
70
.1
1.2
70
.1
4
1.3
41
.2
7
1.52 0.8 5.16 0.8 2.33 1.17 0.23
0.1
4
A-2
1
50
A-2
1A
-2
1
50
A-2
1
A-21
49
A-21
A-21
48
A-21
BA¤O MUJERES
/ FEMALE BATHROOM
BA¤O HOMBRES
/ MALE BATHROOM
CIRCULACIčN / CIRCULATION AREA
CIRCULACION
/ CIRCULATION AREA
BA¤O MINUSVALIDOS
/ HARDICAP BATHROOM
VESTIER
/ LOCKER ROOM
VESTIER
/ LOCKER ROOM
CIR
CU
LA
CIO
N / C
IR
CU
LA
TIO
N A
RE
A
110
A-21
49
A-21
A-21
48
A-21
0.1
1.8
0.0
5
2.0
5
0.8
80
.6
5
VESTIER / LOCKER ROOM
1.32 0.12 3.92 0.14 2.74 0.12 1.23 0.12 0.71 0.12 1.33 0.14
2.9
30
.2
20
.1
1.2
9
0.05 0.8 0.05 0.82 0.12 0.84 0.14 0.84 0.12 0.83 0.05 0.9 0.12
0.4
51
.6
0.8
8
2.0
50
.8
80
.2
20
.4
0.2
80
.5
0.4
1.6
50
.8
8
0.12 1.92 0.12
0.14 2.16 0.12 1.24 0.12 2.74 0.14 3.92 0.12 1.32 0.14
0.4
52
.4
90
.2
20
.1
0.81
0.05 0.81 0.05 2.21
0.2
5
0.3
0.3
0.3
1.1
4
0.6
51
.1
5
0.2
20
.1
0.3
2.9
3
0.2
20
.1
0.12 1.92 0.1
0.2
20
.1
0.3
0.3
30
.6
5
0.12 1.92 0.12
0.1
0.3
0.3
0.3
0.3
0.3
0.3
0.8
8
0.2
20
.1
1.2
9
0.6
1.040.67
0.66 0.66 0.45
A-21
D49
NA + 0.15
NA + 0.15
NA + 0.15
NA + 0.15
NA + 0.15
98
105
105
0.2
A-21
0.66 0.6
0.6
5
2.18
1.2
1.47
Pendiente 2% /
Slope 2%
Pendiente 2%
/
Slope 2%
Pendiente 2%
/
Slope 2%
Pendiente 2% /
Slope 2%
Pendiente 2% /
Slope 2%
Pendiente 2%
/
Slope 2%
Pendiente 2%
/
Slope 2%
Pendiente 2% /
Slope 2%
120
121 121 121
122 122
114
121
122
108
123
120
124 124
0.8
4
0.9
7
11
0.8
4
0.9
7
0.3
5
0.4
108
109 109121121
108
122 122
108
115
114
120
109
116 116
108121
122
113
120
114
125
125
99
P-02 P-02
V-03 V-03 V-02
101
BA¤O HOMBRES /
MALE BATHROOM
BA¤O MUJERES/
FEMALE BATHROOM
VESTIER /
LOCKER ROOM
126126
126102102126
BA¤O HOMBRES /
MALE BATHROOM
BA¤O MUJERES/
FEMALE BATHROOM
VESTIER/
LOCKER ROOM
VESTIER/
LOCKER ROOM
BA¤O MINUSVALIDOS/
HANDICAP BATHROOM
98 98
119
119
D53
A-19A-21
CORTE BA¤OS / BATHROOM SECTION
ESCALA / SCL 1:50
A-21
D48
A-21
99
113 98113
A-21
D51
A-21
PLANTA BA¤OS / BATHROOM PLAN
ESCALA / SCL 1:50
A-02
D47
A-21
76
5'
113
99
93 116
A-02
D56
A-21
93
116
93
123
108
121
0.2
20
.7
3
0.12 0.76 0.12
0.12 0.76 0.12
0.12 1.92 0.12
109
9898
5
5'5
3
2.93
NA + 0.15 Cota 2533.850
107
114
98
113
109
101
104
103
117
118
106
BC
0.2
1.85
0.88
0.22
0.1
1.286
1.669 0.05 1.301
0.84
2.05
0.88
0.02
0.14
1.5 0.14
0.02
1.3
0.075
A-21
D52
A-21
NA + 0.15
105
121
112
120
124
P-01
102
CORTE / SECTION
ESCALA / SCL 1:50A-21
D50
A-21
A-21
D57
A-21
135
0.3
1
LA VENTILACIčN EN CUBIERTA DEBE CUMPLIR CON NTC1500 /
ROOF VENT SHALL COMPLY WITH NTC 1500
0.12 0.12
SELLO DE COSTURA ENVOLVENTE POR RECOMENDACIONES DEL FABRICANTE /
LAP SEAM SEAL PER MANUFACTURER'S RECOMMENDATIONS
ROSCADO CON TAPčN - CONEXIčN TIPO FLANCHE /
THREADED W/CAP - FLASHING SLEEVE
CORTADO PARA MOSTRAR VENTILACIčN /
CUT AWAY TO SHOW VENT
REVESTIMIENTO DE POLIUREA /
POLYUREA MEMBRANE
DETALLE DE VENTILACIčN EN CUBIERTA (TIP) /
ROOF VENT DETAIL (TYP)
A-21
D57
A-21
BOGOTĆ, CUNDINAMARCA
FECHAFIRMA
NEW SHOPS BUILDING
CNP HANGAR 2, GUAYMARAL
8
7
6
5
4
3
2
1
9
10
COR: I.N.L. PROJECT ARCHITECT/ENGINEER
PROJECT DESIGN / MANAGEMENT
I.N.L.
INTERNATIONAL NARCOTICS AND LAW
ENFORCEMENT SECTION
EMBASSY OF THE UNITED STATES,
BOGOTA, COLOMBIA
A-21
Detalles ba¶os/ Bathroom details