Architecture Portfolio - Chahle Jorge

portfolio.

Jorge Manuel Chahle

001

Selected Works

2026

2­­ | Contact

PROFILE An architect with a Bachelor’s degree in Architecture from the Catholic University of Salta, Argentina, specializing in architectural design and construction site supervision. Combining creative vision with technical expertise, I deliver innovative, functional designs while ensuring projects meet the highest standards of quality and safety. Dedicated to excellence, I collaborate closely with clients and teams to bring visionary concepts to life.

CONTACT West End, Brisbane, QLD 4101 | Australia 0493 305 038 manuchahle@gmail.com

Curriculum Vitae | 3­­

EXPERIENCE 2019-2025

CM Studio, Salta, Argentina Design and planning incluiding layout, blueprints and plans, 3D modeling and visualization: 6 single family homes | 3 Commercial premises | 3 apartment buildings 4 hotels | 1 commercial cabin complex Construction oversight, site supervision, coordination with contractors and problem solving on-site: 3 Industrial Warehouses | 5 single family homes | 3 Comercial premises | 1 apartment buildings | 2 hotels Interior design, remodeling and refurbishment: 1 Cosmetic surgery clinic | 2 single family homes

EDUCATION 2018 - 2023

Bachelor of Architecture (BArch) Catholic University of Salta, Argentina

April 2024

Revit Certified Professional by Autodesk Argentinian Chamber of Construction and Autodesk

October 2024

BIM - Intensive Program - Autodesk Revit Modeler Autodesk

October 2024

BIM - Intensive Program - Autodesk Revit Specialist MEP Autodesk

SKILLS BIM | CAD

Revit | AutoCAD

Modeling

3ds Max | SketchUp | Rhino

Rendering

V-Ray | Lumion

Adobe CC

Photoshop | InDesign | Illustrator

MS Office

Word | Excel | PowerPoint

4 ­­| Chahle Jorge Manuel

Index | 5­­

CONTENTS EDUCATIONAL PROJECTS 6

High-Performance Sports Complex

12

Natural Science and Art Museum

PROFESSIONAL WORK 28

Desert House

36

The Hill House

44

Cosmetic Surgery Clinic

50

Commercial Cabin Complex

56

Other projects

6 ­­| Chahle Jorge Manuel

High Performance Sport Complex | 7

HIGH-PERFORMANCE SPORTS COMPLEX This project aims to create a sports landmark for the city, based on the concept of urban integration through a series of architectural proposals.

The goal is to achieve a balance and mutual enhancement between both the building and the urban space. The objective is to establish a high-performance center that operates in harmony with a rehabilitation and treatment clinic, aiming to create a comprehensive sports center covering all areas of sports.

Through this proposal, the aim is to promote the development of the sports sector across the entire northwest region of Argentina, both at the federative and professional levels.

8 ­­| Chahle Jorge Manuel

The main concept, the guiding principle for the building’s design, is to create a space dedicated to sports where athletes and pedestrians/spectators coexist on the same eye level, integrating the multi-sports stadium into the city.

The aim is to create a play of levels, terraces, and galleries that integrate the stadium into the urban space, offering a new perspective that sparks renewed interest in sports.

Morphological synthesis: A series of levels, terraces, and spaces are created using simple horizontal lines, achieving a clean and functional design that seamlessly integrates the building with its surroundings.

A combination of design strategies to mitigate intense solar exposure.

High Performance Sport Complex | 9

10 ­­| Chahle Jorge Manuel

Slope and stairs design to create exterior visuals, this space can also be used as a public amphitheater for screenings.

Public pathways allow pedestrians to observe the multi-sports field at the same level, creating a seamless connection with the urban environment.

High Performance Sport Complex | 11

12 ­­| Chahle Jorge Manuel

High Performance Sport Complex | 13

TARGET PRACTISE

T

PLAY-HOUSE

FREE TENNIS

L

F

L BA

ET

E RE

BASKETBALL

SK BA

IS

N EN

FOOTBALL

FOOTBALL

PLAY HOUSE FOOTBALL FIELD

TARGET PRACTISE

14 ­­| Chahle Jorge Manuel

High Performance Sport Complex | 15

16 |­­ Chahle Jorge Manuel

High Performance Sport Complex | 17

18 ­­| Chahle Jorge Manuel

Natural Science and Art Museum | 19

NATURAL SCIENCE AND ART MUSEUM The project draws inspiration from the rational aspect of humanity and architecture, seeking to integrate this concept with nature. It aims to unite rational forms and spaces, along with industrial materials, with the shapes and materials found in nature. The goal is to create a rational, simple space (a square) combined with natural materials and aesthetics. The spatial design is organized around a central natural courtyard, from which all other spaces are developed. This central element creates a continuous circulation, adding dynamism and complexity to a design that balances rationality and nature.

20 ­­| Chahle Jorge Manuel

Natural Science and Art Museum | 21

22 ­­| Chahle Jorge Manuel

4 3

2

4 9

8

5

1

8

7

6 9

1-Temporary exposure 2-Permanent Exposure 3-Deposit 4-Stores 5-Foyer

6-Theater 7-Restaurant 8-Reception 9-Public Restrooms

Natural Science and Art Museum | 23

24 ­­| Chahle Jorge Manuel

Natural Science and Art Museum | 25

PROFESSIO

ONAL WORK

28 ­­| Chahle Jorge Manuel

DESERT HOUSE Located in Cafayate, Salta, inside the most luxurious gated community in the north of Argentina. This project is situated next to a full 18 hole golf course, and multiple vineyards in the middle of the Argentinian desert.

Desert House | 29

30 ­­| Chahle Jorge Manuel

Desert House | 31

32 ­­| Chahle Jorge Manuel

Desert House | 33

Prioritization of the golf course view

Use of vegetation for privacy and for obstructing north-east winds

34 ­­| Chahle Jorge Manuel

Desert House | 35 Schedules

Details

PLANILLA DE LOSAS Peso propio

Carga util

m.

L1

5,20

255

100

250

LE

-

-

-

-

-

-

-

M=CM q x l²

605

1/8

-

-

-

-

Caracteristicas de losa Capa

Esp.

cm

cm

cm

Serie

2.044,90

13

5

18

C

-

-

-

10

-

-

-

-

-

ARM. DE APOYO

Vigueta

Bob.

15

cm²

sep

ø

m²

Sep

ø

-

cm

mm

-

cm

-

-

-

-

SIMA R92

arm.

AL: 1ø10 c/10 cm.

AT: 1ø10 c/20 cm.

AL: 1ø10 c/10 cm.

AT: 1ø10 c/10 cm.

-

-

-

OBS. 1ø10 c/10 cm.

-

a 1ø10 c/20 cm.

MACIZA

b

MACIZA 1ø10 c/10 cm.

Ho

Ht

m

m

D

cm²

Sep.

ø

cm²

Sep.

ø

-

cm

mm

-

cm

mm

0,7

10

10

0,7

10

10

10

10

0,7

10

10

Prof.

CENTRADA

1,50

1,10

1,10 0,20 0,60

CENTRADA

1,50

1,20

1,20 0,20 0,60

0,7

m

a

Lx

Ly

TIPO BASE

B1 B2

1ø10 c/20 cm.

ARMADURA Y-Y

a

1ø10 c/ 10 cm.

b

a

0,50

POS

ARMADURA X-X

0,20

DIMENSIONES

Todas las armaduras tendrán.

Tensión de fluencia = 4200 kg/cm² Hormigón tipo H-17

1ø10 c/10 cm.

PLANILLA DE BASES

a

DENSIFICACION EN ESTRIBOS EN COLUMNAS Y VIGAS: a: 1ø6 c/ 10 cm. b: 1ø6 c/ 15 cm.

b

LM Y LV

Coef. de mom. (cm)

Carga Total

a

Analisis de carga

Luz de cal.

Pos.

0,80

DETALLE DE ESTRIBOS

Profundidad

DETALLE DE ESCALERA

Ht

3ø12

Ho

0,40 2ø12

5ø12

5,40

3,70

ø6

4ø12

2ø12

2ø10

0,20

0,20

0,20

0,40

0,20

ANCHO DE MURO

VIGA V4

VIGA V5

VIGA V6

VIGA V8

COL. C1

COL. C2

COL. CE Y VE

CE

C2 V5

1ø10 c/10cm 0,05 B1

0,20 x 0,30

V6

5,20

C1

LM

C2

V2

V1

C1

0,20 x 0,30 3,49

V1 C1

V1

V1

3,16

LM

0,20 x 0,30 3,16

0,20 x 0,30

0,20 x 0,30

B2

Nota: en uniones entre vigas sin apoyo la densificación de estribos en nudos sera de: 1ø6 c/ 5 cm para ambos lados

V1 C1

0,20 x 0,30 2,06

C1

ESTRUCTURA A NIVEL DE LOSA P.B. ESC. 1:100

C2

0,20 x 0,30

0,20 x 0,30 C2

0,20 x 0,30

2,83

C2

V1 0,20 x 0,30

V1

LM V1

C2

LE C2

V1

LE

0,20 x 0,30

V1

LE

C2

V1

0,20 x 0,30

0,20 x 0,30

V3

V3

LM

V1

C2

V3

C2

V2 0,20 x 0,40

0,20 x 0,30

V3

C2

C2

LM

2,83

V1

LM

V1

0,20 x 0,40

V2

V2 V1

V1

LM

2,84

C2 C1

0,20 x 0,40

0,20 x 0,40

C1 0,20 x 0,30

V1

LM

0,20 x 0,30

C2

C2

V2 0,20 x 0,40

0,20 x 0,40

0,20 x 0,30

V1

V3

0,20 x 0,30

V2

0,20 x 0,30

V1

V4

V1 0,20 x 0,30

V3

V3 V1

3,16

LM

V1 C1

C1

0,20 x 0,40

L1

V2

C1 C1

C2

0,20 x 0,30

0,20 x 0,30

V2

C1

0,20 x 0,40

0,20 x 0,40

5,20

V2

0,20 x 0,40

0,20 x 0,40

LM 0,20 x 0,30

VF

V2

C1

C1

B1 VF C1

ESTRUCTURA A NIVEL DE FUNDACION ESC. 1:100

VF

0,30 x 0,20

VF VF

0,20 x 0,30

VF

3,91 C1

0,20 x 0,30

LM

C1

0,20 x 0,30

B2

B2

0,20 x 0,30

VF VF VF C1

0,20 x 0,30

0,20 x 0,30

B1

C2

B1

V2

C1

L1

V3

VF 0,20 x 0,30

C2

VF

V1

C1

0,20 x 0,30

LM

0,20 x 0,40

0,20 x 0,30

B2

C1

C2

VF 0,20 x 0,30

0,20 x 0,30

B2

0,20 x 0,30

C2

B1

C2

VF

VF VF

C2

B2

B2 VF 0,20 x 0,30

C2

C2

VF

C2

0,20 x 0,30

VF B2

0,20 x 0,30

VF

0,20 x 0,30

VF 0,20 x 0,30

B2

0,20 x 0,30

C1

0,20 x 0,30

VF

0,20 x 0,30

B2

B1

B2 VF

C1

0,20 x 0,30

V2

C1

0,20 x 0,40

C1

3,41

V1

C1

0,20 x 0,30

LM

C2

0,20 x 0,30

VF

VF

0,20 x 0,30

VF

VF

0,20 x 0,30

0,20 x 0,30

B2 VF C1

0,20 x 0,30

0,20 x 0,30

VF

B2 VF C1

0,20 x 0,30

V2

0,20 x 0,30

V3

B2 VF

C1

V1

0,20 x 0,30

B2

B1

0,20 x 0,30

V1 C1

C1

LM

3,66

V1

C1

0,20 x 0,30

0,20 x 0,30

VF

C1

0,20 x 0,30

C2

3,66

V1

C1

5,20

VF

C1

B2

B2

V2

VF 0,20 x 0,30

3,66

V1 0,20 x 0,30

0,20 x 0,40

C1

0,20 x 0,30

3,70 C1

V3

VF

C1

0,20 x 0,30

B2

3,50 C1

V3

B2

B1

0,20 x 0,30

VF B2

VF

C1

0,20 x 0,30

V3

B2 VF

C1

0,20 x 0,30

0,20 x 0,30

B2 VF

C1

0,20 x 0,30

0,20 x 0,30

VF

B2 VF

C1

0,20 x 0,30

0,20 x 0,30

VF

C1

VF C1

C2

0,20 x 0,30 2,59

Structural plans

0,20 x 0,30

B2

VF

B2

VF

C2

V5

0,15

B2 C1

0,20 x 0,30

C2

LV V8 0,20 x 0,20

1ø10 c/10cm

B2 C1

CE

ESC. 1:100

DETALLE LOSA MACIZA Y LOSA VOLADIZO

0,20 x 0,30

B1

V6 0,20 x 0,40

C2

LM

ESTRUCTURA A NIVEL DE CUBIERTA P.A.

5ø6 c/1m²

0,18

0,13 0,50

DETALLE DE LOSA

B1

V6 0,20 x 0,40

V8 0,20 x 0,20

C2

Malla de repartición

VE

CE

C2

LV

C1

V7

VE

LM

0,20 x 0,40

VE

CE

LM

CE

CE

VE

V6 0,20 x 0,40

0,20 x 0,40

C1

VE

CE V7

VE

V6

0,20 x 0,40

LM

VE

V6

0,20 x 0,30

C1

2ø10

0,30

V7

0,50

ø6

V5

CE VE

C1

0,20 x 0,30

V5

ø6

VE

CE

VE

LM CE

V5

C1

LM

V5

ø6

VE

VE ø6

3ø12

2ø10

2ø12 0,20

ø6

3ø12

4ø12

LM 0,20

2ø10 0,20

ø6

0,40

0,40

ø6

0,30 0,20

4ø12

4ø12

CE V7

V7

3,00

V5

CE

0,20 x 0,30 V7

V7

LM

2ø12 2ø10

ø6

5,20 V6

2ø12

3ø12

2ø12

CE C1

0,20 x 0,30

0,20 x 0,30

LM

V7

2,60

V5

C1

CE

0,20 x 0,40

3,30

V6

CE

V5

C1

0,20 x 0,30

0,20 x 0,30

V5

C1

BASE B1;B2

VE

3,40

Ax Lx

VIGA V3;V7

0,20 x 0,30

VIGA V2

0,20 x 0,30

VIGA V1

VE

VIGA VF

ø6

VE

0,20

3ø12

3ø12

0,20 x 0,40

ø6

0,20

VE

ø6

3ø12

0,20

Ay

ø6 2ø12

0,20

ø6

Ly

0,30

0,30

0,40

3ø12

C1

36 ­­| Chahle Jorge Manuel

THE HILL HOUSE Located east of the city of Salta, Argentina, in the private neighborhood of La Lucinda, the project covers a built area of 751 square meters.

The project is based on the creation of a luxury single-family home, located in the hills east of the city, seamlessly integrated into the natural environment by taking advantage of the terrain’s slope. The goal is to create an ideal scenic composition of the natural landscape, with an elongated and staggered design that maximizes existing views.

Hill House | 37

38 ­­| Chahle Jorge Manuel

Sloping site, set within a natural forest.

Design based on the additive composition of multiple volumes at varying heights.

Design aligned parallel to the slope, stepped into the terrain.

Strategic orientation for optimal solar exposure.

Hill House | 39

40 ­­| Chahle Jorge Manuel

Hill House | 41

42 ­­| Chahle Jorge Manuel

Hill House | 43 PLANILLA DE LOSAS

PLANILLA DE BASES ø

cm²

Sep.

ø

cm

mm

-

cm

mm

Ax

Lx

Lx

Carga util

Carga Total

Coef. de mom. (cm)

M=CM q x l²

CENTRADA

1,80

1,30

1,30 0,20 0,60

0,7

10

10

0,7

10

10

m.

B2

CENTRADA

1,80

1,30

1,30 0,20 0,60

0,7

10

10

0,7

10

10

L1

6,45

255

100

250

605

1/8

3.146,19

B3

EXCENTRICA

1,80

1,30

1,30 0,20 0,60

0,7

10

10

0,7

10

10

L2

3,12

255

100

250

605

1/8

736,16

L3

1,90

L4

3,75

255

100

250

605

3ø12

Serie

18

E

-

-

-

SIMA R92

13

5

18

A1

-

-

-

SIMA R92

13

5

Vigueta

18

arm.

ASTER

cm²

sep

ø

m²

Sep

ø

-

cm

mm

-

cm

-

-

-

5

18

A2

100

250

605

1/8

453,94

13

5

18

ASTER

-

-

-

SIMA R92

100

250

605

1/8

1.511,06

13

5

18

B2

-

-

-

SIMA R92

L7

6,80

255

100

250

605

1/8

3.496,90

13

5

18

E

-

-

-

SIMA R92

100

250

605

1/8

-

L8

6,45

255

100

250

605

1/8

3.146,19

13

5

18

E

L9

3,12

255

100

250

605

1/8

736,16

13

5

18

A1

LE

-

-

-

-

-

-

-

-

-

10

-

-

LV - LM

-

-

-

-

-

-

-

-

-

15

-

-

-

-

-

-

SIMA R92

-

-

-

SIMA R92

AL: 1ø10 c/10 cm.

AT: 1ø10 c/20 cm.

AL: 1ø10 c/10 cm.

AT: 1ø10 c/10 cm.

-

MACIZA

-

MACIZA

2,76

3ø12 0,20

3ø12 0,20

VIGA V10

EN NUDO 1ø6 c/ 5 cm

5,75

V9

LV

5,73

6,79 V10

V10

V10

V10

0,20 x 0,20

0,20 x 0,20

0,20 x 0,20

0,20 x 0,20

2,55

LV

2,33

V10

Details

0,20 x 0,20

1,30

V5 C2

V8

4ø12

LV

LV

V8

C2

V10 0,20 x 0,20

V8

0,20 x 0,45

LV V8

C3

LV

C2

V8

C2

0,20 x 0,45

0,20 x 0,45

3,75

V10 0,20 x 0,20 V6

0,20

C2

0,20 x 0,45

4,93

3ø12

V6

0,20

V10

3ø12

0,20

SIMA R92

0,20 x 0,20

3ø12

-

Schedules

2ø10

ø6

V9

0,20

ø6

2,83

3ø12

0,20

ø6

V9

2ø12

0,20

ø6

V9

2ø12

ø6

SIMA R92

13

255 255

0,30 ø6

ø6

-

1.063,48

2,45

255

OBS.

0,40

0,40

cm

5

4,47

4ø12

0,45

0,45

2ø10

0,30

0,40

2ø10

Esp.

cm

13

L5

2ø12

2ø12

Capa

cm

273,01

1/8

ARM. DE APOYO

Bob.

L6

3ø12

3ø12

0,30

Caracteristicas de losa

B1

Peso propio

3ø12

2ø12

Analisis de carga

Luz de cal.

Pos.

V6

Sep.

-

1,81

cm²

m

0,20 x 0,40

Ht

m

L9

V8

0,20 x 0,45

V6

0,20 x 0,45

C3

V6

Ho

m

0,20 x 0,40

Ax

ø6

ARMADURA Y-Y

Ly

m

C2

0,20 x 0,40

C3

3,12

ARMADURA X-X

Lx

0,20 x 0,40

Prof.

0,20 x 0,40

Ho

Ht

Profundidad Ly

TIPO BASE

Ay

Ay

Ly

Ho

Ht

Profundidad

DIMENSIONES POS

0,20 x 0,30

C2

0,20 x 0,30

a

B1

a

C3

C3

VF

V2

3,62

0,20 x 0,40

V2

3,62

C2

V1

L2

0,20 x 0,40

V2 V2 0,20 x 0,40

3,12

L2

C3

0,20 x 0,30

V2

0,20 x 0,40

C3

V3 0,20 x 0,45

V1

V1

VACIO

C3

V3 0,20 x 0,45

0,20 x 0,30

L2

V2

6,45

0,20 x 0,40

V2 0,20 x 0,40

C2 C2

V1

4,47

V1

0,20 x 0,30

V1

LE

0,20 x 0,30

V1

C2

V2 0,20 x 0,40

LM 0,20 x 0,30

V1

C2

C4

0,20 x 0,30

0,20 x 0,30

V1

0,20 x 0,30

0,20 x 0,30

V1

4,47

VF

0,20 x 0,30

C2

V1

0,20 x 0,30

V2 0,20 x 0,40

Ascensor

V1

V1

C2

V3 0,20 x 0,45

C3

L1

0,20 x 0,30

V2

0,20 x 0,40

V3 0,20 x 0,45

C3

0,20 x 0,40

C2

V2

0,20 x 0,40

C2

V3 0,20 x 0,45

0,20 x 0,30

L1

V2

0,20 x 0,40

C2

V3 0,20 x 0,45

V2

L1

V2

C2

C2 C2

C2

0,20 x 0,40

V2

L1

0,20 x 0,40

0,20 x 0,40

V2

6,45

0,20 x 0,30

V2 0,20 x 0,40

B1

0,20 x 0,30

0,20 x 0,30

V1

C2

0,20 x 0,30

C2

C2

C2

C1

B1 C2

VF 0,20 x 0,30

C2

C2

V1 0,20 x 0,30

C2

4,73

0,20 x 0,30

V1

V1

C1

C3

0,20 x 0,30

0,20 x 0,30

C2

V1

V1

C1

V1

V1

0,20 x 0,30

0,20 x 0,30

2,45 VF

VF

C1

V1

C2

0,20 x 0,30

C2

V1

C2

0,20 x 0,30

0,20 x 0,30

C2

C3

V1 0,20 x 0,30

V1

V1

C2

VACIO

0,20 x 0,30

V1

V3

0,20 x 0,30

0,20 x 0,30

L2

C3

V2 0,20 x 0,40

0,20 x 0,30

V1

0,20 x 0,30

0,20 x 0,30

1,90

V1 V1

3,12

0,20 x 0,30

C3

V1 0,20 x 0,30

0,20 x 0,30

0,20 x 0,30

VF VF

C3

0,20 x 0,45

B3

V1

0,20 x 0,30

4,57

B1

VF

VF

C2

L3 V3 0,20 x 0,45

C2

0,20 x 0,30

0,20 x 0,30

0,20 x 0,30

B1

VF

C1

C2

0,20 x 0,30

B1

VF

VF VF

B1 VF 0,20 x 0,30

0,20 x 0,30

4,97

C4

B1

VF

C3

C2

C3

0,20 x 0,30

0,20 x 0,30

0,20 x 0,30

VF 0,20 x 0,30

B2

B1

VF

VF

C2

C2

2,08

C4

0,20 x 0,30

B2

B1

B1

0,20 x 0,30

VF

VF

VF

0,20 x 0,30

VF

0,20 x 0,30

VF

0,20 x 0,30

VF

0,20 x 0,30

B1

VF

C2

0,20 x 0,30

C4

B1

VF 0,20 x 0,30

C3

VF

VF

B1

VF

C2

3,65

0,20 x 0,40

C2

0,20 x 0,30

B1

0,20 x 0,30

0,20 x 0,30

VF VF

VF

0,20 x 0,30

VF VF

C2

0,20 x 0,30

C3

2,55

C3

V2

B1

B1 VF

0,20 x 0,30

VF

B1

VF 0,20 x 0,30

0,20 x 0,30

VF

0,20 x 0,30

C2

B1 VF

C2

C3

B1 C3

VF 0,20 x 0,30

0,20 x 0,30

0,20 x 0,30

VF 0,20 x 0,30

0,20 x 0,30

VF

B1

VF

C2

0,20 x 0,30

VF

B1

VF 0,20 x 0,30

B1 C3

VF 0,20 x 0,30

B1 C2

0,20 x 0,30

0,20 x 0,30

VF

B1 VF

C2

0,20 x 0,30

B1 C3

VF 0,20 x 0,30

0,20 x 0,30

VF

B1 VF

C2

B1 C3

VF 0,20 x 0,30

0,20 x 0,30

0,20 x 0,30

VF VF

B1

B1 C3

0,20 x 0,30

0,20 x 0,30

VF

B1 VF

C3

0,20 x 0,30

VF

0,20 x 0,30

B1 VF 0,20 x 0,30

L4

C3

C3

5,75

0,20 x 0,30

C3

0,20 x 0,40

VF

0,20 x 0,30

VF

B1

C3

VF

C3

0,50

0,80

B1 C3

V2 0,20 x 0,40

C3

B1

C3

0,20 x 0,30

a 0,20

b

3,75

B1

0,20 x 0,30

b

Structural plans

1ø10 c/10 cm.

1ø10 c/15 cm.

B1

VF

C2

0,20 x 0,40 6,80

1ø10 c/ 10 cm.

C1

6,45

V6 V6 V6

C2

DENSIFICACION EN ESTRIBOS EN COLUMNAS Y VIGAS: a: 1ø6 c/ 10 cm. b: 1ø6 c/ 15 cm.

a

B1

0,20 x 0,40

V6

C1

3,47

a

Todas las armaduras tendrán.

Tensión de fluencia = 4200 kg/cm² Hormigón tipo H-17

B1

C2

L7

0,20 x 0,40

V6

V4

C1

3,47

4,47

V6

C2

0,20 x 0,40

C2

0,20 x 0,40

V4 0,20 x 0,30

C1

V6

V4

0,20 x 0,40

C3

C2

L5

C2 C2

0,20 x 0,40

V4

0,20 x 0,30

V6

0,20 x 0,40

V4 0,20 x 0,40 2,45

V7 V4

b

V6

0,20 x 0,45

1,30

a

L6 L6

V5 0,20 x 0,45

C4

0,20 x 0,30

V6

V5

C2

0,20

C2

V5 0,20 x 0,45

0,20 x 0,30

2ø12

0,25

V4

L6

LV

V4

ø6

2ø12

V10

0,20

6ø12

0,20 x 0,20

3ø12

0,40

ø6

0,20

ø6

4ø12

L6

2ø12

2ø12 0,20

ø6

ø6

L6

0,20 x 0,40

0,40

V7

2ø12 ø6 2ø12

0,20 x 0,40 4,47

C4

4ø12

C2

V4 0,20 x 0,30

Ascensor

4,73

C2

0,20 x 0,40

V5 0,20 x 0,45

V4

C2

0,20 x 0,30

0,20 x 0,30

V4

C2

0,20 x 0,45

3ø12

V4

C2

L8

0,20 x 0,30

V5

V5

L8

V6

L8

V6

L8

V6

V7

LV

1ø6 c/ 10 cm

0,60 DESDE COLUMNA

0,20 x 0,40

0,20

0,20 x 0,40

3ø12

0,20

V10

2ø10

0,20 x 0,30

0,20

ø6

0,20 x 0,20

0,20

2ø10 ø6

3ø12

0,20 x 0,40 6,45

2ø12

2ø10 ø6

0,40

0,45

2ø10

0,20 x 0,40

0,20

4ø12

44 ­­| Chahle Jorge Manuel

COSMETIC SURGERY CLINIC Located in the centre of the city of Salta, Argentina, in the most busy avenue.

This project involves the renovation of an iconic building in the city, officially recognized as part of the local architectural heritage. The intervention posed a complex challenge, balancing the need for a visually impactful transformation with the responsibility of preserving the building’s historical value. The client envisioned a modern, elegant, and luxurious aesthetic, defined by clean lines and subtle curved elements. The design strategy respects the original character of the structure, maintaining the existing façade and color palette while introducing a contemporary language that enhances its identity.

Cosmetic Surgery Clinic | 45

01 RECEPTION

46 ­­| Chahle Jorge Manuel

02 WAITING ROOM

Cosmetic Surgery Clinic | 47

03 MAIN OFFICE

48 ­­| Chahle Jorge Manuel

Old reception design, the client wanted a new interior redesign, a change in color, floor tiles and ceiling design including lighting.

OLD GROUND FLOOR DESIGN

Cosmetic Surgery Clinic | 49

3

2

2

1

Old patios that were unused turned into two new waiting rooms, new white porcelain tiling, curved wall openings with wpc and vegetation.

NEW GROUND FLOOR DESIGN

50 ­­| Chahle Jorge Manuel

Cabin Complex | 51

COMMERCIAL CABIN COMPLEX Located on the outskirts of Salta, Argentina, this project is set on a steeply sloped site that presented significant design and construction challenges. Key considerations included structural strategies for building on a pronounced incline, managing high surface water runoff, potential soil movement, and the logistical complexity of transporting materials and labor to the remote location. The client’s objective was to develop a prototype cabin that could be replicated throughout the site, forming a vacation retreat composed of multiple units immersed in the natural landscape and distanced from the urban environment.

52 ­­| Chahle Jorge Manuel

Cabin Complex | 53

54 ­­| Chahle Jorge Manuel

Cabin Complex | 55