A-21 BAÑOS · cubierta gse / gse shed 7(&+2 0(7È/,&2 6(1&,//2 6,1*/( 0(7$/ '(&. cubierta motor /...

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


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


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



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.)

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


CONCRETE SIDEWALK (Broom finish)


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/






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



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)


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


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-



WALL .19x .19x.39



WALL .19x .19x.39


LISO .14 x.19x.39 / SMOOTH FACE CMU

WALL .14x .19x.39


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW


ALUMINIUM WINDOW



WALL .19x .19x.39



WALL .19x .19x.39

CUBIERTA MODULAR SANDWICH

DECK / SANDWICH DECK ROOF






SLIDING DOOR


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


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


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


/ DETAIL 3 SCL 1:10

1.3

1819


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


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 .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


0.32


24

55

27


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


LUCERNARIO EN ESTRUCTURA METĆLICA -VIGA VIERENDEEL-

REJILLA METĆLICA PARA DESAGUE A. LL.


VIGA METĆLICA PERFIL EN I SEGĐN PLANO ESTRUCTURAL


COLUMNA METĆLICA PERFIL EN H SEGĐN DISE¤O ESTRUCTURAL

M£NSULA PARA SOPORTE DE PUENTE GRĐA


LEVELING MORTAR


STEEL DECK SLAB


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-


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


16 GAUGE SHEET METAL FLASHING-SEE DETAIL 10 DRAWING A-07



POLYUREA MEMBRANE





15

17

18



32



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


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


C

60


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-06


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


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-07


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


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


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


6 MM LAMINATED GLASS

9

2

11

COLUMNA METĆLICA PERFIL EN H SEGĐN PLANO ESTRUCTURAL


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


STEEL H - COLUMN ACCORDING TO STRUCTURAL DRAWING


CONCRETE LINTEL SEE DETAIL 23 DRAWING A-11

16 GAUGE SHEET METAL COVER SEE DETAIL 30 DRAWING A-12


4" PVC DOWNSPOUT

12





62

CORREA DE SOPORTE DEL REVESTIMIENTO

REVETMENT PANEL SUPPORT PURLIN


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-08


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


DETAIL 14 SCL. 1:10

0

.

3

0

5

0

.

0

7

0.27

28


29

30

4

37

36

38

39

METAL GIRDER ACCORDING STRUCTURAL DRAWING


ESTRUCTURA DE CIELORASO ACUSTICO + FIBER GLASS FRESCASA O

EQUIVALENTE / ACOUSTICAL CEILING STRUCTURE + FIBER GLASS,

FRESCASA OR EQUIVALENT


CORREA METĆLICA SEGĐN PLANO ESTRUCTURAL





FLANCHE METĆLICO LĆMINA CAL. 16 VER D-17 PL. A-10

VIGA METĆLICA IPE SEGĐN PLANO ESTRUCTURAL

11

9

34

40

41



17





METAL PURLIN ACCORDING TO STRUCTURAL DRAWING

METAL BOX GIRDER, ACCORDING TO STRUCTURAL DRAWING


16 GAUGE SHEET METAL FLASHIGN SEE DETAIL 17 DRAWING A- 10

STEEL IPE BEAM ACCORDING TO STRUCTURAL DRAWING


STEEL H COLUMN ACCORDING TO STRUCTURAL DRAWING-




8


4" PVC DOWNSPOUT

32

2





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


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).


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-09


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


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


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


BAJANTE A. LL. 3" METĆLICA

DOWNSPOUT STRAP

15

50

51

PLATINA

PLATE

ANCHOR BOLT

16 GAUGE SHEET METAL RAIN GUTTER FOR GSE SHED


3" METAL DOWNSPOUT




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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


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


CIRCULACION CUBIERTA


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


19

60

61

SUBBASE COMPACTADA

CUBIERTA SENCILLA TIPO C

27

COLUMNA METĆLICA CIRCULAR

SINGLE METAL DECK TYPEC

METAL SECTION

STEEL PIPE COLUMN



METAL GIRDER ACCORDING STRUCTURAL DRAWING



4

9

STEEL IPE BEAM ACCORDING TO STRUCTURAL DRAWING


STEEL SCREW

ANGLE 2"X1/8"

COMPACTED SUBBASE


COVE BASE MADE OF MORTAR (1:3) RADIUS = 10 cm






16 GAUGE SHEET METAL FLASHING SEE DETAIL 27 DRAWING A-11

STEEL H COLUMN ACCORDING TO STRUCTURAL DRAWING



32

39

VIGA METĆLICA IPE SEGĐN PLANO ESTRUCTURAL

59

CALLE EXISTENTE EN ADOQUĉN

EXISTING CONCRETE PAVERS



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


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


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

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9

10



I.N.L.


ENFORCEMENT SECTION


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


28



31

6


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



62

136

59

CALLE EXISTENTE EN ADOQUĉN


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

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4

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2

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9

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I.N.L.


ENFORCEMENT SECTION


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


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


4" PVC DOWNSPOUT

11

MURO BLOQUE DE CONCRETO LISO .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 /


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 /


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


ARTICULACION

MURO-COLUMNA

DETAIL 61 ESC. 1:10

JOINT BETWEEN WALL AND

COLUMN

140

141

139

144

142


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


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


RECICLAJE

/ RECYCLING AREA

LAVAOJOS / EYE WASH

STATION (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



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



BA0103L (100x6 cm.) Demarcacion de pisos

Fotoluminiscente y antideslizante -Consejo


/ Photoluminescent and anti-slip floor mark


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



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.


doble seguridad.


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.

-

-




doble seguridad.

Door Closer / Brazo

hidr§ulico

-



-


doble seguridad.



-



-

-

-

-

Exterior Metal handle /


-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

--

-

-

-

-

-

-

-

-

-

-

-

-

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



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



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 /


PUERTA CON REJILLA / LOUVER DOOR

Candado para trabajo pesado /

Heavy duty padlock


FECHAFIRMA

NEW SHOPS BUILDING


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6

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I.N.L.


ENFORCEMENT SECTION


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


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-15


PUERTAS


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




129

GUĉA

GUIDE

130

36



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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-16


PUERTAS


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


RECICLAJE

/ RECYCLING AREA

LAVAOJOS / EYE WASH

STATION (TYP.)



EXTINTOR / FIRE

EXTINGUISHER (TYP.)

EXTINTOR / FIRE

EXTINGUISHER (TYP.)

BA0103L (100x6 cm.)


Fotoluminiscente y






/ 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




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








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


87

88

14

35

131

132

4

32

34


VIGA VIERENDEEL SEGUN PLANO ESTRUCTURAL





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


LOUVER SEE DETAIL V-11 PL. A-18


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-17


VENTANAS


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


87

88

14

35

131

132

4

32

34


VIGA VIERENDEEL SEGUN PLANO ESTRUCTURAL





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


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 con rejilla de

seguridad /Laminated and clear glass with security

grille



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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-18


VENTANAS


WINDOWS

SECTION WINDOW / CORTE DE VENTANA

SCALE 1: 10 / ESCALA 1:10

ACOUSTIC SECTION WIINDOW / CORTE DE

VENTANA ACUSTICA


REJILLA / LOUVER

SCALE 1: 25 / ESCALA 1:25

CORTE DE VENTANA LUCARNA/

SECTION LUCARNE WIINDOW


SECTION LUCARNE WIINDOW / CORTE DE

VENTANA LUCARNA


D-44

A-18A-18

D-43

A-18A-18

D-45

A-18A-18

CORTE DE VENTANA LUCARNA/

SECTION LUCARNE WIINDOW


REJA METALICA EN VARILLA

1

2

"/

1

2

" METALLIC GRILL


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


RECICLAJE

/ RECYCLING AREA

LAVAOJOS / EYE WASH

STATION (TYP.)



EXTINTOR / FIRE

EXTINGUISHER (TYP.)

EXTINTOR / FIRE

EXTINGUISHER (TYP.)

BA0103L (100x6 cm.)


Fotoluminiscente y






/ 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




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



93 93 93






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


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


25

16

63

17

PISO EPOXICO 75 (MICRAS)

MORTERO 1:3 MEDIA CA¤A -RADIO: 10 CM.-

PLACA DE CONTRAPISO SEGUN PLANO ESTRUCTURAL


75 MICRON EPOXY COAT FLOOR

COVE BASE MADE OF MORTAR (1:3) RADIUS = 10 cm


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


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.


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


NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-19


PISOS


FLOORS

ANDEN PERIMETRAL AL EDIFICIO NUEVO /SIDE WALK

AROUND NEW BUILDING


PISO CERĆMICO TRĆFICO PESADO / HEAVY

TRAFFIC CERAMIC FLOOR


D-53

A-19A-21

PISO EPčXICO Y MEDIA CA¤A 75 um/ 75 um

EPOXY COAT AND COVE BASE


D-26

A-19A-05

DETALLE PARA BOCAPUERTA -CASOS DONDE

SE TIENEN PISOS DISTINTOS /THRESHOLD

DETAIL -APPLY WHERE TWO DIFFERENT FLOOR

ARE INSTALLED


D-59

A-19A-19

DETALLE PARA BOCAPUERTA -CASOS DONDE

SE TIENEN PISOS DISTINTOS /THRESHOLD

DETAIL -APPLY WHERE TWO DIFFERENT FLOOR

ARE INSTALLED


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


LAVAOJOS / EYE WASH

STATION (TYP.)



EXTINTOR / FIRE

EXTINGUISHER (TYP.)

EXTINTOR / FIRE

EXTINGUISHER (TYP.)

BA0103L (100x6 cm.)


Fotoluminiscente y






/ 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




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



93 93 93






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




















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.


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-20


NEW SHOP CIELORASOS


NEW SHOP CEILING

ESTRUCTURA DE SOPORTE / ALUMINIUM GRID

SYSTEM

ESCALA 1:10 / SCALE 1:10

ĆREA CON CIELO RASO ACĐCTICO

ACOUSTIC CEILING AREA


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


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/


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


FECHAFIRMA

NEW SHOPS BUILDING


8

7

6

5

4

3

2

1

9

10



I.N.L.


ENFORCEMENT SECTION


BOGOTA, COLOMBIA

A-21

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A-21 BAÑOS · cubierta gse / gse shed 7(&+2 0(7È/,&2 6(1&,//2 6,1*/( 0(7$/ '(&. cubierta motor /...

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