t (506) 8841 96 24

m jpg@a-amt.com amtjpg@gmail.com

Full Portfolio available at http://issuu.com/cleverstarck/docs/wp2012_jeanpaulgarnier

2

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m jpg@a-amt.com amtjpg@gmail.com

PERSONAL DATAName: Jean Paul Garnier Portela

Gender: Male

Nationality: Costarican (Costa Rica)American (USA)

Civil State: Single

Birth Date: September 11,1985

SKILLS & QUALITIESExperience working in diverse work platforms and design technologies.

Experience working in changing and diverse working environments.

Experience working with professionals from different branches of design and engineering.

Experience developing and executing architectural projects and construction for small and medium scaled projects.

Developed design skills and problem solving.

Special affinities towards exploration, critical thinking and research.

Passion, talent and commitment towards architecture, design and arts.

SPOKEN & WRITTEN WORD01. Spanish: Native02. English: Excellent (100%)

WORK PLATFORMSAutodesk AutocadAutodesk RevitNemetschek VectorworksRhinoceros Rhino 3dAdobe Design Suite

EDUCATION2009-2010Licentiate Degree in Architecture fromUniversidad Veritas (SJ, CR)

2003-2009Bachelors Degree in Architecture fromUniversidad Veritas (SJ, CR)

1998-2002Anglo American High School Graduate, (Sj, CR)

EXPERIENCE-ARCHITECT2012_With Arch. Julian Uribe, design for Montero House, Naranjo, CR.

2010-2012_ARS Architects & Engineers, architect in charge of design and execution for various accounts and projects, San José, CR.

2011-2012_A-AMT, cofounder.

2011_Aguacate Ping Pong, creative designer for corporate imaging and branding, Escazú, CR.

2011_With Arq. Cesar CarrascalGeometrical and structural studies for custom race car, San José, CR.

2008-2009_Intern at Sotolongo Salman Henderson Architects, Miami, EEUU, (For short periods between quarters).

2008-2009_With A Company, collaboration for various international projects and competitions.

2008_With Jaime Rouillón, collaborator in charge of various details and design components for house in Guanacaste, CR.

2007_With Jaime Rouillón, collaborator in design for multipurpose building “Pasaje Jimenez” in San José, CR.

2003-2004_With Jirón Beirute Architects, assistant for architecture department.

ASSISTANTSHIPS

2009_Veritas University, with Arch. Rashid Sauma Ruiz M.sc. Assistant for the“structures IV” course.

Full Portfolio available at http://issuu.com/cleverstarck/docs/wp2012_jeanpaulgarnier

After the unfortunate events caused by the 2010 earthquake, Haiti launched several campaigns to help rebuild houses.Aside from the housing and shelter crisis, Haiti has one of the highest rate of infections of HIV, and also a very high rate of deaths from the same disease. This competition intended to address health as an integral solution, determined mostly by the quality of the living spaces.

“We created a compact housing solution consequent to our premises which encourage social integration and allow for families and inhabitants to remain economically active through agriculture and other forms of local production and exchange.”

AMTJean Paul GarnierMauricio Rodriguez

LOCATIONHaitI

TYPESocial Housing

STAGEProposal

YEAR2010

-ACCESSIBILITY TO BASIC NEEDS-PRODUCTION AND EDUCATION

-SOCIAL INTEGRATION AND INTERWEAVING

-SOCIAL ADAPTATION AND SPACIAL APPROPRIATION-ECONOMY, OPPORTUNITY AND EXCHANGE

-SPACIAL CONTROL AND HYGIENE-CLIMATE CONTROL AND SAFETY

-RESOURCE AND WASTE MANAGEMENT

-REPEATABILITY-FLEXIBILITY

-TECHNOLOGICAL COMPATIBILITY

-CONSTRUCTIVENESS AND SPEED-DURABILITY AND MAINTENANCE

-BUDGET EFFICIENCY

SOCIAL HEALTH

ARCHITECTONIC HEALTH

CONSTRUCTIVE HEALTH

KAY

E SA

NTE

NA

N A

YTI

3

4

19%

A B C D E F G

A B C D E F G

1

2

3

4

5

6

7

1

2

3

4

5

6

7

2.70

1.50

1.30

1.40

1.40

2.70

5.5

05

.50

11.0

0

2.70

1.50

1.30

1.40

1.40

2.70

2.7

04

.20

4.1

0

11.0

0

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

A B C D E F G

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

KITCHEN

0+0.6m13.11 sq.m.

LIVING AREA

0+0.6m42.23 sq.m.

BEDROOM 1

0+0.6m10.53 sq.m.

BEDROOM 2

0+0.6m10.53 sq.m.

BEDROOM 3

0+0.6m10.53 sq.m.

BATHROOM

0+0.6m3.22 sq.m.

1/2 BATHROOM

0+0.6m2.25 sq.m.

CLEANING ROOM

0+0.6m5.13 sq.m.

A A'

B'

B

1 2 3 4 5 6 7

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

0+0.0m

0+0.0m

0 1 3 5 10m

1. 2. 3. 4. 5.

A superficial soil substitution and the rammed earth base, replace the need for traditional foundations, and lifts the house from the ground helping humidity and flood control.The specialized program is added atop the base. This program is divided in two blocks: dormitories and services.The blocks are taken apart, making room for a central common space.This generous space is an atrium characterized by it’s flexibility.The main roof is designed for water cultivation, emptying rainy waters into the atrium, where it’s taken into a vase shaped ceramic water filter. It purifies the water and stores them for domiciliary use or farming. In this way the vase is like a town well, meant as a central gathering space for exchange and social interaction.

19%

A B C D E F G

A B C D E F G

1

2

3

4

5

6

7

1

2

3

4

5

6

7

2.70

1.50

1.30

1.40

1.40

2.70

5.5

05

.50

11.0

0

2.70

1.50

1.30

1.40

1.40

2.70

2.7

04

.20

4.1

0

11.0

0

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

A B C D E F G

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

KITCHEN

0+0.6m13.11 sq.m.

LIVING AREA

0+0.6m42.23 sq.m.

BEDROOM 1

0+0.6m10.53 sq.m.

BEDROOM 2

0+0.6m10.53 sq.m.

BEDROOM 3

0+0.6m10.53 sq.m.

BATHROOM

0+0.6m3.22 sq.m.

1/2 BATHROOM

0+0.6m2.25 sq.m.

CLEANING ROOM

0+0.6m5.13 sq.m.

A A'

B'

B

1 2 3 4 5 6 7

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

0+0.0m

0+0.0m

0 1 3 5 10m

KAY

E SA

NTE

NA

N A

YTI

5

JPGJean Paul Garnier

LOCATIONGuachipelín, Escazú, CR

TYPEHousing/office

STAGEProposal

YEAR2010

The project is located at Guachipelín, an urban satellite for Escazú City. It’s an urban formation fragmented by its linearity and its urban model. Most of its programmatic composition is housing and its usual derivatives. This is one of the mayor urban issues, its programmatic exclusion and lack of variety.

The project is constituted architecturally of two parts, each a main programmatic phase. The first, the office plaza, is built from the terrain, from its excavation. The result is a horizontal space which, in its continuity and length, promotes exchange and communicative richness sought in modern office spaces. Over this space overhangs the main roof which offers protection, light and ventilation. The roof is designed to allow visual amplitude from the main street, allowing people to see the landscape, rendering the project invisible.The second phase is the housing tower, built upon principles opposite from phase one. Its disjoined from the ground. Each of its living units has its own floor level and elevator level. This gesture emphasizes on privacy and generates a better appropriation of the spaces.The tower is designed as a slender, elegant concrete volume which is positioned to allow (like phase one) the landscape to be seen from the street.

The architectural model is proposed contains the inclusion of economical program to the site, promoting greater urban richness, exchange and economical sustentability, as well as density.

PROGRAMMATIC INCLUSION

N 0 .2 .5 1 Centro educativo

Espacio público recreativo

Centro comercial

Centro de negocios

Area industrial

Vertice del area de estudio

N 0 .2 .5 1 Zona no-urbanizada (rural)

Zona urbanizada (alta plusvalía)

Zona urbanizada (baja plusvalía)

N 0 .2 .5 1

3271128

586

577

Aglomeración de comercio

Aglomeración de servicios educativos

Aglomeración de espacios públicos

Radios de 500 mts (Jan Gehl)

Vértice de area de estudio

MH

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N. DE PERMISO

SELLOS

APROBACION COMISION REVISORA DE PERMISOS DE CONSTRUCCION

PROYECTO:

LHMPROPIETARIO:

XXXXXXXXXXXXXXXXXXXXXXXXXXX

PROVINCIA CANTON DISTRITO

SAN JOSE ESCAZU SAN RAFAEL

DISEÑO:Jean Paul Garnier P

DIBUJANTE:

JEAN PAUL GARNIER P

PROFESIONAL RESPONSABLE:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

PROFESIONAL RESPONSABLE DIRECCION TECNICA:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

INFORMACION REGISTRO PUBLICO

PROPIETARIO:N. CATASTRO: X-0000000-0000CED. JURIDICA N.: 0-000-0000000SILLAS: FOLIO REAL N. 0000000

CONTENIDO:

ESCALA FECHA N. DE LAMINA

4#6 A40

ARO#3@15cmA33

4#6 A40

5 1.10 51.20

540

550

ARO#3@15cmA33

4#6 A40

SELLO DE 10cm ESPESOR DECONCRETO POBRE

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SEGUN ESTUDIO DE SUELOS

MALLA #5@15cm A40

4.21

6035

5

NPT 0-253cm

4.81

405.

21

4050

401.

30

40 1.20 40

2.00

PLACA AISLADA, MALLA#4@15cm A40

A

A

1.18 82

78 42

DC2 COLUMNA Y PLACA AISLADAESC 1:25

SELLO DE 10cm ESPESOR DECONCRETO POBRE

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SEGUN ESTUDIO DE SUELOS

ARO #4@20cm A40

NPT 0-253cm

MALLA #4@15cm A40

ARO #4@15cm A406#5 A40

5#5@ A40

RELLENO DE PIEDRACUARTA PARA CONTROL DE

HUMEDAD

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO

NEGRO APLICADO SOBRE MURO

335

3.14

530

53.

5240

3.92

5 1.87 3 15 31.92 20

2.12

5 75 20 35 580 20 40

1.40

A

A

58 82

1.70 42

DM1 MURO DE CONTENCIONESC 1:25

INDICADA 09-10 A5/5

DISEÑO DE COLUMNA MURO DE JARDINERAS-CONTENSIONDETALLE DE CUBIERTA SOBRE PLAZA CENTRAL

51.

505

1.60

135 3 135

30

EJE DE SIMETRIA

VIGA DE ACERO PERFIL I DE30*60cm*50*30mm, SEGUN

CRITERIO ESTRCTURAL, PINTADACON DOBLE MANO DE PINTURA

ANTICORROSIVA AMARILLAAUTOMOTRIZ A SELECCIONARREFUERZO DE CORTANTE EN

LAMINA DE ACERO DE 10mmESPESOR, SOLDADO CON HILO

CONTINUO SEGUN NOTAS DESOLDADURA

NOTA: LA VIGA MANTENDRA LOS MISMOS CALIBRES Y CARACTERISTICAS DEL ACERO A LO LARGO DE SU EXTENSION, INCLUSIVE EL HABER CAMBIOS EN SU CONFIGURACION.

TENSOR EN VARILLA#6 LISA A40, SOLDADA A VIGA I

BOTAGUAS HG#22ARTICULACION DE VIGA LARGUEO A VIGA I

CON PERNO DE 12mm DIAM. CON DOBLEARANDELA DE 2mm SEGUN ESTRUCTURAL

LARGUERO EN ANGULARESTRUCTURAL DE 75*75*5mm A40

CUBIERTA DE VIDRIO ESTRUCTURALTEMPERADO Y AHUMADO, VER DETALLE DE

EMPALMET ESRUCTURAL ENSAMBLADA DE PERIL

RECTANGULAR DE 75*10mm y 100mm*10mmVIDRIO ESTRUCTURAL

TEMPERADO Y AHUMADOEMPAQUE DE HULE SELLADO

CON SILICON LIQUIDOLARGUERO EN ANGULAR

ESTRUCTURAL DE 75*75*5mm A40

PLETINA DE 100*6mm SOLDADA A LAGUERO ESTRUCTURAL

EMPALME DE CANOA INTERNA EN ANGULAR DE 5*5cm*6mm

ESCALERILLA EN PERFIL ESTRUCTURAL DE 1/2*1/2"*2,4mm

PERNO AUTOMOTRIZ INSTALADO CONDOBLE ROSCA Y ARANDELA EN AMBOS

EXTREMOS SEGUN CRITERIO ESTRUCTURALCANOA INTERNA EN HG#24 CUBIERA EN FIBRA DEVIDRIO, PINTADA CON DOBLE MANO DE PINTURA

ANTICORROSIVA NEGRA A SELECCIONAR

BASE DE APOYO DE CANOA (ALTURA REGULADASEGUN PENDIENTE) EN PERFIL ESTRUCTURAL DE

2.5*2.5cm*2,4mm

PLETINA DE 10*10cm*10mm SOLDADA A VIGA AMERICANA(LONGITUDINAL)

VIGA AMERICANA EN PERFIL ESTRUCTURAL DE 5*10cm*2,4mm

PLETINA DE ACERO DE 6mm A40

EMPALME EN PLETINAS DE ACERO DE 5*12.5cm*6mm A40 SOLDADO A VIGAAMERICANA, ARTICUALDO A PLETINA, SEGUN CRITERIO ESTRUCTURAL

55

560

1010

35

8013

98

1881

6

2.77

5

6

2.82

10

3

10

3

2-2 SECCION DE CUBIERTA DE PLAZA CENTRALESC 1:10

MH

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ULT

IPU

RPO

SE

7

N. DE PERMISO

SELLOS

APROBACION COMISION REVISORA DE PERMISOS DE CONSTRUCCION

PROYECTO:

LHMPROPIETARIO:

XXXXXXXXXXXXXXXXXXXXXXXXXXX

PROVINCIA CANTON DISTRITO

SAN JOSE ESCAZU SAN RAFAEL

DISEÑO:Jean Paul Garnier P

DIBUJANTE:

JEAN PAUL GARNIER P

PROFESIONAL RESPONSABLE:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

PROFESIONAL RESPONSABLE DIRECCION TECNICA:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

INFORMACION REGISTRO PUBLICO

PROPIETARIO:N. CATASTRO: X-0000000-0000CED. JURIDICA N.: 0-000-0000000SILLAS: FOLIO REAL N. 0000000

CONTENIDO:

ESCALA FECHA N. DE LAMINA

INDICADA 09-10 A4/1

DISEÑO DE JARDINERA-CONTENSION

ACABADO DE CIELOS

ACABADO DE PAREDES

Piso de Loceta de Concreto Colada en Obra de 60x120 cm

ACABADO DE PISOS

TABLA DE ACABADOS

Piso en Ladrillo de Arcilla Sólido de 5x10cm

Cielo en Gypsum densglass 12mm

lb

gy

Pared en bloques de concreto repellada, af inada y pintada con dos manos de pintura color blanco/crema a seleccionar

r

Pared en bloques de concreto repellada, af inada y pintada con dos manos de pintura color blanco/crema a seleccionar, a partir de 80cm S.N.P.T.

b

Piso en Concreto Vistoc

lc

Pared en concreto vistoc

Cielo Expuestoce

Pared en Bloques de Concreto enchapada en azulejos 8*16cm azules a seleccionara

Pared liviana en madera machimbrada a seleccionarl

Piso de loza Concreto Pulido con Piedra Blanca Colada en Obra de 60x120 cmcp

Piso enchapado con azulejos 8*16cm azules a seleccionara

Piso en vinil antideslizante a seleccionarv

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SELLO DE 10cm DECONCRETO POBRE

Z1

NPT 0-164cm

NPT 0-141cm

NPT 0+000cm

NPT 0+148cm

NCT 0+393cm

NPT 0+533cm

NPT 0-253cm

NCT 0+128cm

3066

302.

391.

2810

2.82

1050

401.

262.

391.

282.

921.

003.

654.

207.

85

301.

1077

1.68

2043

1.86

4060

1515

1.40

2.45

632.

263.

852.

88

COLUMNA DE CONCRETO COLADO EN SITIO,CONCRETO FC'210, PREPARADO CON HIDROMAX,

VER DETALLE.

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO NEGRO

APLICADO SOBRE MURO

ARRIOSTRES (VER DETALLE)

CANOA DE CONCRETO DE 5cmDE ESPESOR MALLA#2@15cm

MURO DE CONTENCION DE 20cm DEESPESOR, MALLA #4@15cm, COLADO EN SITIO

PREPARADO CON HIDROMAX

RELLENO DE PIDRACUARTA PARA CONTROL DE

HUMEDAD

PROYECCION DE MURO DEARRIOSTRE

MURO DE CONRETO DE 15cm DEESPESOR, MALLA#4@15cm

Z2

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

VENTANERIA DE MADERA TIPO(VER DETALLE)

VM

DET.1

JARDIN

DM1

DC2

SECCION 2-2 DETALLE DE JARDINERA NORTEESC 1:50

CC

C C

L

DV1

L

RELLENO DE LASTRE COMPACTADO 95%CON CBR>30

SELLO DE 10cm DECONCRETO POBRE

Z1

NPT 0-164cm

NPT 0-141cm

NPT 0+000cm

NPT 0+148cm

NCT 0+393cm

NPT 0+533cm

NPT 0-253cm

NCT 0+128cm

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COLUMNA DE CONCRETO COLADO ENSITIO, CONCRETO FC'210, PREPARADO CON

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ARRIOSTRES (VER DETALLE)

CANOA DE CONCRETO DE 5cmDE ESPESOR MALLA#2@15cm

Z2

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

DM2

PROYECCION DE MURO DEARRIOSTRE

RELLENO DE PIEDRA CUARTA PARACONTROL DE HUMEDAD

MURO DE CONTENCION DE 20cm DEESPESOR, MALLA #4@15cm, COLADO EN SITIO

PREPARADO CON HIDROMAX

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO NEGRO

APLICADO SOBRE MURO

VIGA DE AMARRE DE ESTRUCTURAPRINCIPAL

CANOA DE CONCRETO DE 5cm DEESPESOR MALLA#2@15cm

RAMPA DE CONCRETO,MALLA#2@15cm

3.65

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7.85

JARDIN

3066

302.

391.

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2.82

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401.

262.

391.

282.

921.

00

DM1

SECCION 1-1 DETALLE DE JARDINERA NORTEESC 1:50

CC

DC2

22

11

NPT 0-141cmNPT 0-252cm

2

3

4

5

6

7

8

9

10

11

13

2.79

2.79

2.79

2.79

2.79

2.79

2.12

2.12

2.10

2.14

10%

10%

10%

10%

10%

2

3

4

5

6

7

8

9

10

11

13

2.79

2.79

2.79

2.79

2.79

2.79

2.12

2.12

2.10

2.14

BA4.88

A'A4.88

2.79

5.59

5.59

4.91

4.22

3.65

502.

2950

5.09

505.

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4.41

503.

7250

1.89

1.52

23.0

93.

65

C2

C2

C2

C2

C2

C2

M1

M1

M1

M1

M1

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MURO DE CONRETO DE 15cm DE ESPESOR, MALLA#4@15cm

CANOA DE CONCRETO DE 5cm DE ESPESOR MALLA#2@15cm

MURO BAJO CON BANCA (DM2)

CANOA DE CONCRETO DE 5cm DE ESPESOR MALLA#2@15cm

MURO BAJO CON BANCA (DM2)

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

JARDINERA RELLENA DE TIERRA SUELTA

REJILLA DE PLETINA DE 2mm@3,5cm

ANGULAR DE 2,5*2,5cm*2mm

CORONA DE MURO BAJO 4#3, ARO#2@15cm

CANOA DE CONCRETO DE 5cm DEESPESOR MALLA#2@15cm

MURO BAJO BLOCK DE 15*20*40cm CELDASRELLENAS, #3@20cm VERTICAL, #3@20cm

HORIZONTAL

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

Z2

SELLO DE 5cm DE CONCRETO POBRE

RELLENO DE PIDRA CUARTA PARACONTROL DE HUMEDAD

RELLENO DE LASTRE COMPACTADO 95%CON CBR>30 SEGUN ESTUDIO DE SUELOS

1010

2060

1515

2020

6030

4090

5 15 14 26

25 15 25

DM1 MURO DE CONTENCION BAJOESC 1:10

MH

L_M

ULT

IPU

RPO

SE

8

“What matters is the correspondence of the house (...) with its inhabitant(...). The Minotaur justifies, in full, the existence of the labyrinth.”

Jorge Luis Borges, Abenjacán el bojarí, muerto en su laberinto

Architects Lair

AMTJean Paul Garnier

LOCATIONEscazú, SJ, CR

TYPEHousing Unit

STAGEProposal

YEAR2011-2012

This house is designed to emphasize that essential bond between man, space and matter. That’s why its architecture derives from the most basic of spacial principles: the simple enclosure, a haven.

The basic idea is to unfold space from the terrain, to bring man closer to earth.It’s from this basic operation that derives the architecture for the house. Its space develops from the void, giving each component an individual space, hence forming a rich and detailed object, that manages to penetrate and sink in to the memory of whom inhabits.

V01

RES

IDEN

CE

9

3 3A 1

3 3A 1

0+30cm

0+15cm 0+30cm 0+45cm 0+60cm 0+45cm

0+150cm

0+90cm

0+90cm

0+75cm

B C D E F G H I J KA

C D E F G H I J KA

01

02

03

04

05

06

07

08

01

02

03

04

05

06

07

08

0+45cm

33

A1

33

A1

C D E F G H I J KA

C D E F G H I J KA

33

A1

V01

RES

IDEN

CE

10

Other skills

“Sol”Acrylic on canvas

YEAR2010

FORMAT84*118cm