Portfolio - Luis Mendoza Architect by Luis Mendoza Architect

Port folio 20 20

SUMMARY Architect specialized in Building Information Modeling (BIM) and technologies involved in this methodology. Interest in incorporate new solutions that enhance construction processes and project planning to reach new levels of productivity within the AEC industry. Experience in the development of residential, commercial, interior design and hospitality architecture projects. I have participated in multiple projects as an author, collaborator or assistant, performing different roles and tasks in a proactive and versatile way, having skills oriented to teamwork, solving problem and achievement goal. With a great sense of responsibility and commitment, I have been able to lead projects in different design specialties, becoming a professional with comprehensive vision of design and skillful over digital tools in the field, extensive technical knowledge in the industry, and incursion of areas such as photography, carpentry and graphic design. Co-founder of the Complot Arquitectura Initiative, which seeks to create a network of architects with different specialties around the world, whom can provide advising and assessment around projects through a work platform. LUIS EDUARDO MENDOZA GĂ&#x201C;MEZ 08/10/1988 Venezuelan

+54 911 53871297 Colegiales, CABA, Argentina luismendoza888@gmail.com luismendozaarch.myportfolio.com behance.net/luismendozaarchitect issuu.com/luismendozaarchitect @luismendozaarch / @luismg888

EDUCATION SIMN BOLĂ?VAR UNIVERSITY (2006 -2013). Department of Design, Architecture and Plastic Arts. Bachelor of Architecture. UNIVERSITY OF BUENOS AIRES (2020-2021). Faculty of Architecture, Design and Urbanism. Specialization in Building Information Modeling. INTER AMERICAN DEVELOPMENT BANK (2019) Project Management for Development. Course.

LENGUAGES Spanish Native

WORK EXPERIENCE English C1

Portuguese B1

FREELANCE JUL 2012 - PRESENT

BIM ARCHITECT // Advice and collaboration in the development of architecture projects, implementation of the BIM methodology and visualization for residential, commercial, hospitality and interior design architecture projects. www. luismendozaarch.myportfolio.com

CONWAY AND PARTNERS AUG 2019 - PRESENT BS AS - ARGENTINA.

PROJECT MANAGER // Coordination of internal and external teams from various fields related to graphic and architectural design, for the development of content for branding and marketing services for projects in the field of architecture, construction and hospitality industry. www.conwayandpartners.com

HAUSER JUL 2017 - AUG 2019 BS AS - ARGENTINA.

SENIOR ARCHITECT // Collaboration in the development of different large-scale residential and commercial projects from the conceptual stage to technical documentation. Project leader and responsible for the meetings between the internal team consultants and technical advisors. www.hauser.site

COMPLOT ARQUITECTURA JAN 2015 - FEB 2017 CCS - VENEZUELA.

PROJECT DIRECTOR // Co-founder and Director of the Architecture Office Complot Arquitectura (architecture and projects community). Responsible for the design, management and supervision of different residential and commercial projects. www.facebook.com/complotarquitectura/

IDEC. FAU-UCV JUL 2012 - FEB 2013 CCS - VENEZUELA.

INTERNSHIPS // Research development in housing of progressive development on sloping land through the SIEMA-VIV construction system (Prefabricated metal profile composite construction system). www.fau.ucv.ve/idec/

VODO ARQUITECTOS JAN 2012 - DEC 2012 CCS - VENEZUELA.

PROJECT ASSISTANT AND SUPERVISOR // Development of multi-scale projects as a draftsman, renderer, interior and furniture designer. Special support in supervision of different projects. www.facebook.com/VodoArquitectosv

TOOLS • • •

Revit Naviswoks Dynamo

• • •

Autocad Sketchup/Vray Lumion/Enscape

• •

Photoshop Illustrator

• •

Ligthroom In Design

•

Office Pack

•

Google Drive

• • •

Travels Higking Books

• •

Commitment Responsibility

INTERESES • • •

Photography Carpentry Graphic Design

ATTITUDES • •

Teamwork Proactivity

PUBLICATIONS Presentation: Spatial explorations of housing of progressive development with SIEMA-VIV in lands with slopes. Authors: Luis Mendoza y Beverly Hernández. Published Memories of XXXIII Research Conference of the Institute for Experimental Development of Construction 2015.

Luis Mendoza Architect

Curriculum | 3

Content Architecture/BIM/Management/ Technology/Construction/Visualization / Processes/Interior design/Photography/

Luis Mendoza Architect

BRUSCO Collective Housing. 40000 m2 Design, documentation set and project development.

IGUAZU HOSTEL Hospitality Design. 3380 m2 Design, DocumentationSet and develop of proejct.

03 LOMADA HOUSE BIM Implementation. 450m2 Development of technical documentation. LOT 300.

04 GARDEN HOUSE Residential Design. 1035 m2 Develop o preliminary project

05 DEPT. SANTA INES Interior Design. 126 m2 Design, management, supervision and construction.

06 PH. SAN BERNARDINO Interior Design. 210 m2 Design, management, supervision and construction.

07 PHOTOGRAPHY

Content | 5

Brusco Experience in: Hauser Office of Architecture Position: Senior Project Architect Location: Buenos Aires - Argentina Period: July 2017 - August 2019 Located in a few blocks from the RĂo de la Plata in Montevideo city, with an iconic environment within it, the project seeks to take advantage of its dimensions and positioning to provide urban solutions, while developing an ambitious 40,000 m2 program consisting of of 2 residential towers and an office tower, linked through a basement to 3 levels of amenities, commercial premises, loft studios and four levels of parking. The project was developed by several teams from Mathias Klotz studio (Chile), Edgardo Minond studio (Argentina) and German Hauser studio (Argentina), also supported by various teams of technical advisers and consultants based in Uruguay.

Luis Mendoza Architect

Standard Plan

Ground Floor

Brusco | 7

8 | Collective Housing

Luis Mendoza Architect

2.50

L.M

14º

13º

DECK WPC SEGUN PLIEGO

NPT 40.26

12º

A1 - MEMBRANA DE POLIUREA

3.05

2.55

2.80

SISTEMA DE APOYO Y FIJACION IN SITU DE DECK DE WPC SOBRE PUNTOS NIVELADORES DE CONCRETO DE 10x10cm CADA 20cm A EJE DE PLACA Y 25cm EN SENTIDO LONGITUDINAL. H: VARIABLE

10º

NPT 31.11

2.75

3.00

NPT 33.57

10º

3.05

2.55

2.80 2.75

2.75

NPT 30.57

9º

3.05

2.55

2.80

2.75

NPT 25.07

3.05

2.55

2.80

NPT 22.32

.01

7º

3.05

2.55

2.80

NPT 19.57

BARRERA DE VAPOR

.07 .01

.03

NPT 21.96

2.75

6º

A5 - AISLACION TERMICA POLIESTIRENO EXP. 20 kg/m3/e:3cm

8º

NPT 25.01

2.75

7º

9º

NPT 28.06

NPT 27.82

8º

2.50

3.05

2.55

2.80

K4 - CARPETA REGULIZADORA SEGUN PLIEGO

11º

NPT 34.16

2.75

11º

.25

K3 - CARPETA DE PROTECCION e:2cm

.16

12º

NPT 37.20

3.25

3.05

2.55

2.80

NPT 38.27

2.50

2.40

4.05

NPT 44.31

pendiente

6º

NPT 18.91

+0.00 2.55

2.80

NPT 16.82

3.05

2.75

5º

.15

NPT

.09

2.55

2.80

3.05

2.75

2.77

NPT 14.07

+0.00

NPT

5º

NPT 15.86

4º

2.75

3º

2.70

NPT 12.81

3.05

3º

.05

2.80

NPT 7.67

3.15

3.26

3.25

3.15

1º

.60

2.80

3.73

NPT 4.02

NPT 3.46

3.46

5.35

3.00

NPT -1.66

NPT -1.68

NSL - 2.00

EMBUDO HORIZONTAL 20x20 H Embudo: 11cm PREVER REBAJE 7cm EN HORMIGON

2.76

2.32

NPT -4.82

NPT -4.92

.29

LOSA DE HORMIGON SEGUN CALCULO

3.42

2.94

.16

1.40

NSL - 1.30

3.22

+/- 0.00 CONJUNTO

NPT -0.66

NPT -0.68

NSL - 1.30

4.19

NPT -0.44

4.53

NPT -0.08

3.62

NPT +0.12

4.77

NSL - 0.20

3.45

3.29

3.25

NPT 2.53

NPT +0.10

-1º

Q3 - CONTRAPISO LIVIANO CON PENDIENTE SEGUN PLIEGO

3.12

3.65

3.69

1º

.08

JUNTA DE DILATACION POLIESTIRENO EXPANDIDO

2º

NPT 6.61

.02

3.65

NPT 9.76

2º

.16

2.55

2.80

NPT 11.32

-1º

.10

2.40

NPT -7.52

NPT -7.62

2.70

2.30

2.40

NPT -5.82

-2º

2.40

NPT -10.22

NPT -10.32

2.70

2.30

2.40

-3º

2.40

NPT -8.52

-3º

2.70

NPT -13.02

2.40

3.30

2.40

-4º

2.40

NPT -11.22

NPT -12.92

-4º

NPT -13.92

CORTE VISTA LONGITUDINAL B - ESC 1:100 OBRA

Section/Elevation B EJIDO PROYECTO:

COMPLEJO DE USOS MIXTOS MONTEVIDEO

NOTA: 1 Todos los diseños, esquemas y dibujos indicados o representados en este plano son propiedad de los estudios de arquitectura y fueron creados y desarrollados para uso en conexión con este proyecto. Estas ideas, diseños, esquemas y planos no podrán ser utilizados por ninguna persona, firma o corporación cualquiera sea el propósito, sin el permiso escrito de dichos estudios de arquitectura.

ETAPA:

FECHA:

ANTEPROYECTO FASE A

RESPONSABLES

14-12-2018

DIBUJÓ:

REVISÓ:

PLANO:

ARQUITECTURA CORTE VISTA LONGITUDINAL B

REVISION V1 V2

ESCALA:

1.100

FECHA 11-12-18 14-12-18

DESCRIPCION VARIOS VARIOS

NOMBRE DE PLANO

EJ-A2-CORTE LONG B

Balcony Detail

DETALLES CONSTRUCTIVOS OBRA

PROYECTO:

EJIDO

COMPLEJO DE USOS MIXTOS MONTEVIDEO

ETAPA:

RESPONSABLES

FECHA:

ANTEPROYECTO FASE A

11-12-2018

DIBUJÓ:

REVISÓ:

PLANO:

ARQUITECTURA DETALLES CONSTRUCTIVOS

REVISION

ESCALA:

1/5

FECHA

DESCRIPCION

NOMBRE DE PLANO

EJ-A6-DET. CONSTR.

Brusco | 9

TASK AND DUTIES •

• • • •

10 | Collective Housing

Special participation in the interchange with technical advisers, engineers, contractors, national and international consultants. Responsible for the incorporation of information provided from different feedbacks received for the development of the project in its preliminary stage. Adaptation of the project to local regulations, develop of documentation for the exposition of this project to the Intendancy and Municipality of Montevideo city (Uruguay). Outstanding participation in the comprehensive design of common areas and amenities, developing various premises as interior design sub-projects and furniture development. Important participation in three-dimensional modeling and visualization, in order to promote an opportunity for proposition and development of new designs from conceptual to practical development. Development of technical documentation set, schedule and presentations for municipal, commercial and executive entities.

Luis Mendoza Architect

Brusco | 11

Iguazu Hostel Experience in: Hauser Office of Architecture Position: Senior Project Architect Location: Buenos Aires - Argentina Period: July 2017 - August 2019 Located in the Misiones Province, Argentina. A proposal that was conceived after search for new concept of hostel that would offer different spatial solutions that would complement the business proposal developed by the owner. With 3380 m2 of development, the project share the program between five levels where 60 rooms are concentrated, two levels for common areas, and one level of services. The main goal of this project was the intelligent use of square meters and a fluid articulation of spaces, so that the hostel works as a business unit with a minimum staff, without compromising the good service or capacity of the project.

Luis Mendoza Architect

| 13

Luis Mendoza Architect

TASK AND DUTIES • •

• •

Special participation in the integral development of the proposal. From the conceptual proposal to the development of the different premises, social areas and rooms. Coordination between internal work teams and technical advisers, engineers, contractors and local consultants (Misiones Province). Responsible for incorporation of information provided in the different feedback received from advisor, engineers and technician for the development of the project on its preliminary stage. Development of various three-dimensional models for the study of technical solutions up to comprehensive three-dimensional modeling, rendering and post-production images. Development of technical documentation set, metric computations and presentations for municipal, commercial and executive entities.

Iguazu Hostel | 15

UE AA

2.94

3.00

2.87

DORMITORIO

2.87

1.60

DORMITORIO

3.00

DORMITORIO

3.59

DORMITORIO

3.00

DORMITORIO

3.00

DORMITORIO

3.00

2.87

3.00

DORMITORIO

UE AA

SALA AIRE ACONDICIONADO

UE AA

1.43

HALL

1.81

BAÑO

.99

1.81

HALL

1.10

1.46 PT

PASO

1.73

BAÑO

1.10

.88

1.10

1.30

PASO

BAÑO

1.73

.90

.90 1.30

BAÑO

1.73 12

1.42

HALL

1.47

1.47 14

1.81

1.44

.99

1.44

BAÑO

1.09

.99

1.09

BAÑO

.88

BAÑO

HALL

.88

1.44

PASO

1.47

1.47 11

1.73 PT 12

1.09

1.30

.88

.90

PASO

.90

.60 11

SALA LIMPIEZA

BAÑO

2.55

1.30

26.90 CIRCULACIONES SEMICUBIERTO

UE AA

PLACARD AIRE ACONDICIONADO PT

SECTOR DUCHA

1.72

1.10

HALL

.90

1.02

DORMITORIO

TOILETTE

HALL

1.14

TOILETTE

PATIO VERDE PT

2.10

TOILETTE

DORMITORIO

4.06

2.20

TOILETTE

1.91

DORMITORIO

2.60

1.72

ESCALERA

SECTOR DUCHA

1.10

HALL

.90

1.20

.80 1.20

.84

SECTOR DUCHA

PALIER ASCENSORES

HALL

DORMITORIO

1.50

SECTOR DUCHA

PLANTA TIPO-NIVELES 2 A 5

Standar Plan

1:100

OBRA

PROYECTO:

UBICACIÓN

NOTA:

HOSTEL IGUAZU

MANZANA 278-PARCELAS 01 Y 08 PUERTO IGUAZÚ, MISIONES

ETAPA:

1 Todos los diseños, esquemas y dibujos indicados o representados en este plano son propiedad del estudio de arquitectura y fueron creados y desarrollados para uso en conexión con este proyecto. Estas ideas, diseños, esquemas y planos no podrán ser utilizados por ninguna persona, firma o corporación cualquiera sea el propósito, sin el permiso escrito de dicho estudio de arquitectura.

ANTEPROYECTO INICIAL

REVISION

PLANO:

DATOS DEL PLANO

ARQUITECTURA PLANTA TIPO-NIVELES 2 A 5

DIBUJÓ: AC REVISÓ: AC FECHA: 31-07-2019 ESCALA: 1:100

NOMBRE DE PLANO

DESCRIPCION

FECHA

HI-A01-PT

15.83

NPT +0,90m PB

2.28

EXPLANADA ACCESO

7.38

NPT +0,65m

9.83

SEMICUBIERTO ACCESO

3.98

8.25

7.83

7.47

8.21

LOUNGE

TERRAZA LOUNGE

11.93 PB

ESCALERA PB A -1 INTERIOR

NPT 0,00m

10.06

16.42

JARDIN ACCESO

2.00

2.62

15.75

NPT 0,00m

CIRCULACION

6.25

ESCALERA PB A 1

3.58

3.31

5.93

PLENO AA

5,00

TOILETTE

x 2,5

NPT +0,40m

RECEPCION

4.28

3.92

0m 08

OFICINA

PALIER MONTACARGAS

x 2,5

TABLEROS ELECTRICOS

4.49

2.74

5,00

4.59

2.20

ESTACIONAMIENTO

1SS

PALIER ASCENSORES

ESCALERA EXTERIOR -1 A PB

ASCENSORES

ACCESO SERVICIO

JARDIN ACCESO

ESTACIONAMIENTO

5,00 0m

x 2,5 5,00 0m

x 2,5

PLANTA PB 1:100

OBRA

Ground Floor PROYECTO:

NPT +0,15m

UBICACIÓN

NOTA:

HOSTEL IGUAZU

MANZANA 278-PARCELAS 01 Y 08 PUERTO IGUAZÚ, MISIONES

ETAPA:

ANTEPROYECTO INICIAL

REVISION

PLANO:

DATOS DEL PLANO

ARQUITECTURA PLANTA BAJA

DIBUJÓ: AC REVISÓ: AC FECHA: 31-07-2019 ESCALA: 1:100

HI-A01-PB

7.34

20.39

1SS

SECTOR FOGÓN

1SS

NOMBRE DE PLANO

DESCRIPCION

FECHA

5.79

PISCINA

SECTOR TANQUES DE GAS

2.01

SECTOR DUCHAS

1SS

SOLARIUM

-3.58 NPT

6.12 1SS

4.09

3.62

DEPOSITO PISCINA

1.98

CHOPPERA 7.43 01

1SS

BARRA INTERIOR

BARRA EXTERIOR

1SS

5.71

ESCALERA PB A -1 INTERIOR

1SS

24.53

-3.58 NPT

-2.51 NPT

13.98

2.01

1SS

ENTREPISO

1SS

SANITARIOS

SECTOR BACHAS

2.85

7.91 1SS

.90

SEMICUBIERTO SECTOR RECREACIONES

.90

1.10

1.00

8.29

SALON PRINCIPAL

1SS

1.10

DEPOSITO BAJO ESCALERA

1.98

1.50

12.11 1SS

1.93

1SS

SANITARIO ACCESIBLE

2.03

5.87

CIRCULACION 1

1SS

.60

2.70

SECTOR PARRILLERO

PLENO AA

.35

LAVAVAJILLAS

.40

3.65 ESTANTES

2.07

2.81

1.41

6.19

1.71

1.20

2.10

1.20

FREZZER

1SS

COCINA

TACHO

MESADA DE SALIDA

11.97

.65

MESADA PARA MISE EN PLACE

TACHO

.65

1.40

4.28

HELADERA VERTICAL

HELADERA VERTICAL 1SS

ANTECAMARA COCINA

1.30

10.10 HELADERA VERTICAL

1SS

CIRCULACIONES SEMICUBIERTO 1SS

HORNO

CARLITERA DOBLE

ANAFE 6 HORNALLAS

PALIER ASCENSORES PLANCHAS

.65

TACHO

FREIDORA

1.69 1SS

2.08

3.93

1SS

1.57

ESCALERA EXTERIOR -1 A PB

3.79 1SS

DEPOSITO DE BEBIDAS

DEPOSITO SECOS

6.15

1SS

SALA DE GRUPO ELECTROGENO

PLANTA NIVEL-1 1:100

OBRA

29.20

Floorplan -1 PROYECTO:

UBICACIÓN

HOSTEL IGUAZU

MANZANA 278-PARCELAS 01 Y 08 PUERTO IGUAZÚ, MISIONES

16 | Hospitality Design

NOTA: 1 Todos los diseños, esquemas y dibujos indicados o representados en este plano son propiedad del estudio de arquitectura y fueron creados y desarrollados para uso en conexión con este proyecto. Estas ideas, diseños, esquemas y planos no podrán ser utilizados por ninguna persona, firma o corporación cualquiera sea el propósito, sin el permiso escrito de dicho estudio de arquitectura.

ETAPA:

ANTEPROYECTO INICIAL

PLANO:

DATOS DEL PLANO

ARQUITECTURA PLANTA NIVEL -1

DIBUJÓ: AC REVISÓ: AC FECHA: 31-07-2019 ESCALA: 1:100

REVISION

FECHA

DESCRIPCION

NOMBRE DE PLANO

HI-A01-SS1

Luis Mendoza Architect

| 17

Casa en La Lomada Freelance Faces covered: BIM implementation. Development of technical documentation for tender. LOD 300 Location: Buenos Aires - Argentina. Year: 2020

Development of technical documentation and scheduls plan from a BIM model, for a single-family home designed by the architect Pablo Gonzalez, located in Del Viso neighborhood, Pilar, Buenos Aires State. The development of this documentation fulfilled a scope that goes from layout plans for architecture and structure with a LOD-300, as well as a MEP project that incorporated the disciplines of Plumbing, Electrical and Mechanical Installations. For this documentation, a modeling was elaborated with a development level that allows to use different parameters, templates, families, filters, scripts (Dynamo), Navigator, etc, in future implementations that would adjust the use, scale and scope of this model, laying the foundations of a further BIM Execution Plan (BEP). 18 |

Luis Mendoza Architect

AR 103

E F

Pileta

Solarium

0.5 8

(18x18)

0. 75

3. 18

0. 53

0. 22

C 13

(18x30) 0. 53

0. 22

4.82

0. 70

4.82

0. 76

3. 18

4. 02 0. 22

0. 22

4.82

0.5 5

0.1 3.400

1. 97 0. 17 0. 93 0. 24

2. 60

0.2 2

0. 14 1. 29

C 20

0. 65

(18x30)

2.1 5

0.1 5 0.3 2

3.4 0.100

0.2 2

C 28

Revestimiento de piedra

1.74

0. 51

0.3 2

0.2 2

PO TC

0. 13

0. 14 1. 29 0. 13

0. 51

1.74

0.3 2

2.1 8

(18x18)

0.1 0

(18x18)

EB PM

8.98

EB PM

12. 60

33 GYM-SUM

12. 60

33 GYM-SUM

YS 2.80

C 2YS9

17 m² MT

4. 30

8.98

0.10.1 2 5

FP3

C 18

2.80

C 29

4. 30

0.2 2

0.9 8

2.1 7

C 20

(18x30) Revestimiento de piedra

1. 48

0.3 2

0.2 0.1 20

C 28

2.1 5

1. 20

5.6 4

0.1 2

(18x18)

12. 48

Pi1

70 210

65 120

0.9 1

M3Baño

0.1 2

Pi3

80 210

0. 12

0. 40

3.05

0. 97

1. 11

0. 60 0. 46

0.92

0. 59

0. 93

V22.3 9

0.4 7

EB TC

M2 PO

6 m² PO PO TCYS 2.40

2.1 7 1.1 8

FP3

12. 70

YS 2.40

65 120

0. 24 0. 22

0. 22

2.1 8

YS 2.40

C 23

(18x18)

Pi3

80 210 0.9 8

0.2 2

Vestidor

C 18

0. 65

1. 42

1. 42 1.84

M3 TC

70 210

1.1 6

0.1 2 0.4 7

C 22

(18x18)

1. 65

1. 65 0. 12 1. 97 0. 17

3.05

0. 40

0. 83

Baño

5 m² MT EB TC

(18x18)

10.1 12. 8 48

Pi1

1.1 8

C 23

(18x18)

C 22

(18x18) EB

0. 22

V8M3 EB 50 196 TC

0.1 3 0.9 1

2. 60

(18x40) 32

17 m² MT

0. 12

0. 97

EB PO

2.3 9

NFL+3.10

6 m² PO

0.2 9

0.9 2

Pi2

70 210

0. 71

1. 11

M2 POFP4

C 17

10.1 8

1. 20

C 21

(18x18)

10.1 8 12. 70

0.92

0. 46 0.1 3

0. 59

EB PO

NFL+3.10

(18x40)

65 120

M1 EB

YS 2.40

0.2 2 1.6 1

YS 2.40

0. 16

0. 71

YS 2.40

C 17

1.84

1.12

50 196

5.6 4

Pi3

80 210

Hall PA 8.8 4

Baño

0.9 2

Vestidor

0. 60

0. 83

13 m² MT

0. 22 0.2 2

5 m² MT

0. 16

0. 16 0.91

1. 29

0.91

YS 2.40

1. 48

2.2 0

3. 75

0. 12

3. 75

3. 75 1. 29

1. 09

Hall PA 8.8 4

EB FP4 M2 EB

70 210

0.5 4

8.98

Pi2

70 210

1.1 6

0.2 9 170120

1.12

13 m² MT

3.24

---

50 120

10.1 8

YS 2.80

0. 63 0. 22

1 .31

170120

0.1 6

80 210

29 6 m² PO

1.0 8

Pi1

70 210

0.5 4

1. 29

1. 79

0. 16

1. 79

0. 16

0. 16 1. 29

C 15

(18x60)

2. 76

0.2 2 0.2 2

Pi3

M2 EB

80 210

1. 44

2.1 1 0. 22

M3 TC

2. 76

2.2 0

0. 16

2.84

0. 16

3. 75

1. 08

50 120

M1 EB

1.6 10.1 2

28 Dormitorio

17 m² MT

3.24

---

YS 2.80

3. 10

2.84

0. 12 3. 38

2% 1.2 9

2.5 1

0. 22

2.1 1

YS 2.40

0.3 9

YS 2.40

1.0 8

EB EB

Pi3

Paso

0.1 6

8.98

28 Dormitorio 17 m² MT

EB EB

80 210 1. 09

2.35

0.4 5

C 15 0.1 6

(18x60)

YS 2.80

FP6

0. 22

0.4 5

26 9 m² MT

80 210

4.69

27 Escritorio

16 m² MT

EB EB

Pi3

4.69

0.6 5

80 210

1. 44

0.3 9

Pi3 Pi3

0.1 6

80 210

2.5 1

0. 0. 22 22

1.2 9

YS 2.40

27 Escritorio 0.53 16 m² MT YS 2.80

PO EB

Paso MT

YS 2.60

1.8 6

FP6 M2

EB EB

1. 22

C 14

0.6 5 0.1 6

0. 63 0. 22

0. 37

0.4 5

PO EB

EB PO Baño

29 6 m² PO

0.1 4.123

2. 09

1. 80

0.1 4.1 63

Pi1

0.1 6

0. 22 3. 10

2. 09

2. 35

2. 351. 95

1. 08 0. 0. 12 12 0. 40 1. 18 3. 0.38 98

0. 98

0. 37

0.4 5

80 210

1.8 6

26 25 Baño Ppal. 9 m²

Pi3 15 m²

YS 2.60

TC PO

0. 22

2. 45 0. 12

C M3 13 PO

(18x30)

0.5 3 0.5 5

4.82

0. 75

9.04

4. 02

0. 14

0. 20 0. 14

0. 22 4.82

1. 95 0. 12 1. 46 2.35

0. 38

0. 12

0. 45

0. 22

0. 60 0. 22

0. 23 0. 75

PO PO

M3 TC

(18x18)

C 33

V12

182120

8 Revestimiento de piedra

Retiro lateral

C 30

(18x20)

M3PM

0. 32

2.0 2

Retiro lateral

2. 12

182120

2. 12

PM EB

2.1 2 Revestimiento de piedra

C 31 C 30

(18x18) (18x20)

M3PM

2.1 2

C 31

(18x18)

NOTA: LAS COTAS ACUMULADAS NOTA: LAS COTAS ACUMULADAS ESTAN COLOCADAS A FILO ESTAN DE COLOCADAS A FILO DE LADRILLO SIN REVOQUE LADRILLO SIN REVOQUE

Revestimiento de piedra

6. 01

10.66

15.90

V12

PM EB

182120

NOTA: LAS COTAS ACUMULADAS NOTA: LAS COTAS ACUMULADAS ESTAN COLOCADAS A FILO ESTAN DE COLOCADAS A FILO DE LADRILLO SIN REVOQUE LADRILLO SIN REVOQUE

R R

N 00_PB N 00_PB 1 1 : 50 1 : 50

Ground Floor

0.4 7

25 Baño Ppal.

60 120

V12

(18x18)

15.90

3.3 5

YS 2.80

M3PM

Tanque cisterna colector presurizado capacidad 1.200lts

70 210

Retiro lateral

C 33

5.8 3

EB PO

0.1 6

0.2 2

C 29

Retiro lateral

5.8 3

4 .84

15 m² PO

0.2 2

(18x18)

C V12 31

3 .96

TC PM

1.2 8

0.1 0

182120 (18x18)

0. 32 0.2 6

3.3 3 0.1 6

1 .31

C 32

2.1 2

0.5 3

Pi3

80 210 1.3 13.3 5

C 21

(18x18)

Retiro lateral

12 m² MT

C 30

(18x20)

Revestimiento 2.0 2 de piedra

TC PM

10.66

Revestimiento de piedra

(18x60)

1.2 8

6.81

(18x18)

6 .28

PO PO

(18x30)

Pi3

80Pi3 210 80 210 1.3 0.116

3.3 3

0.53

0.1 2

Eje medianero

6.81

C 30

M3 PO

C 12

80 120

1.1 1

18 Dormitorio

(18x20)

V11

C 12

(18x60) Paño rehundido

1.6 2

0. 32

18 Dormitorio

12 m² MT YS 2.80 2.62 PM EB

C 31

1.1 1

6.81

M3PM

0.2 6

2.89

0.22

0.3 2

Acceso

Revestimiento de piedra

Generador

6 .24 3 .96

Revestimiento de piedra

2. 45

1.84

2.4 0

6 m² PP

V11

80 120

Paño rehundido

1.6 2

EB PM

0.2 2

C 29

2. 43 0.3 2

YS 2.60

(18x18)

12. 60

3.4 0 EB PM 0.1 0

(18x18)

PM EB

V10

280120

(18x40)

1.20

2.62

C 11

280120

0.3 2

Vestidor MT

Acceso

FP1

0.2 2

Pi3 11 m²

80 210

2.4 0

6 m² PP

-0.10

0.2 2

C 14

0.3 8

4. 69

M3PM

4.0 0

0. 63

2. 43 0. 63

M3PM

12. 60

3.4 0 0.1 0

1.6 5

80 210

8.98

0.2 2

0.3 2 0.1 2

Pi3

12. 48

13. 63

2.62

FP1

70 210

2. 12

1.6 5

C 28

(18x18)

MU AR--103 101 103 M3 ARQ

0.5 5

Pi1

60 120

0.4 7

C 20

(18x30)

YS 2.80

0. 32

32 m² PP

FP2

1.1 4 0.1 2 0.1 2

Pi3

80 210

0.1 0

0. 42

20 Cochera T.

2.62

0. 23 1. 40 0. 75

200250

1.1 4

C 28

70 210

(18x30)

Eje medianero

1. 20

1. 20 -

0. 42

32 m² PP

5.69

4.0 0

5.69

0. 60 0. 22

FP2

35 120

Pi1

5.1 1

65 120

V10

C 11

(18x40) 1.20 1 .37

1 .37

0.1 6

1.3 0 3.3 3

0.2 2

Baño

4 m² PO

10. 83

13. 63

1.1 4 0.2 2 0.1 2

C 27

(18x18)

0. 42

20 Cochera T.

Tender

0. 42

YS 2.60

35 120

C 20

(18x30)16

12. 48

5.1 1

EB TC

1.12

0.3 8

0.1 2

4 .84

TC PO

Revestimiento de piedra

TC EB

1.1 4

10. 83 8.98

EB TC

YS 1.12 2.80

2. 12

0.2 2

70 210

Pe1

35 120

YS 2.64

YS 2.80

ARQ MU AR--103 101 103

(18x18) 0.2 2

Paso

Baño

4 m² PO

C 23

(18x18) Pi1

0. 65

5.0 6

C 27

17 5 m² MT

EB EB

23 Dorm. Ppal 21 m² MT

3. 15

200250

8.98

YS 2.64

0.00

Revestimiento de piedra

6.48

Paso

Hall

1.5 3

60 120

C 18

0.2 2

0. 22

C 238 m²

(18x18)

2.89

1.84

Pe1

0.2 2

M1 PO

0.3 8

1. 35

0. 15 1. 32

0.22

1. 32

C 22 M1

YS 2.64

-0.10

0. 15

0. 30

17 5 m² MT

Hall 0.00(18x18)EB

(18x18)

0. 55 0. 30

0.2 6

PM TC

Retiro lateral

TC EB

5.0 6

C 26

(18x18)

C 32

6 .24

Tanque cisterna colector presurizado capacidad 1.200lts

0. 15

0. 30

2.1 2

6.81

C 26

(18x18)

8 m² MT

3. 53

0. 42

4.3 4

C 22

3.54

M3PM

Revestimiento de piedra

3. 53

4.3 4

(18x18)

M3 TC

0.9 0

1. 70

0. 20

C 21

(18x18)

M3 TC

0. 22

EB TC

0.2 2

C 25

6. 90

0. 15

0. 30 3.0 0

6.48

3.54

0.5 7

210

1. 48

311

0. 12

412

3.54

513

0. 65

614

0.1 2 35 120

3. 15

715

(18x18) 0.2 2

1. 40

816

0. 22

917

1. 70

0.0 9

V6b

140105

C 21

(18x18)

1. 48

M3 PO

C 18

C 17

1. 10 1. 40

80 140

(18x40) 1.5 3

0.1 2

3.54

0. 22

1.84

2.4 0

1.84

0.0 9

V6a V6b

C 17

(18x40)

(18x60) 1. 10 1. 40

M3 PO

C 16

PM Pv7 M3PM

0.5 5 1.3 0

Pi1

60 120

0.2 2

80 140

---

(18x18)

1. 44

YS 3.64

C 15

---

0.2 2

Paso

C 16

1. 44

1. 22

1. 12 0. 23

(18x60)

0. 60

1. 22

1. 12 0. 23

C 15

---

4.1 5

7 m² MT ---

(18x18)

6.0 1

65 120

0.2 2

C 10

(18x40)

1.4 23.3 3

M1 PO

0.3 8

Costillas de madera

4.1 5

Pi4Paso

1.12

Vestidor

11 m² MT

0. 12

YS 2.64

6.0 1 0. 15

4. 75

4. 75 0. 12

0.70

0. 12

0. 12 1.07

1.2 0

7 m²100210 MT YS 3.64

Revestimiento de piedra

0. 55

0. 30

0. 15

6. 90

0. 30

0.2 6

Eje medianero

140105 140105

(18x18) Revestimiento de piedra

(18x18)

Eje medianero

1.12

2.41.6 0 0

-0.10

84 210

C 25

15 m² PO

Generador

PM TC

Costillas de madera

Pi4

TC EB

1.4 2

12. 70

Estar

30 m² MT

8.98

9 3.0 0

0.8 5

C 19

(18x18)

3 .86

0.00

(18x18)

0. 15

0. 30 -

0. 30

Tender

0. 55

5.3 5

1. 05

1. 05 0. 30 0. 30

0. 15

15 m² PO

0. 15

0. 30

5.3 5

-0.02

0. 55

0. 30

0. 15

0.4 2 140105

0.9 0 0.2 2

-0.02

84 210

YS 2.64

0.5 7

(18x18)

0.2 2

1.2 0

Pv7

Lavadero

5 m² PO 3 .86

EB TC

Pv7

84 210

C 24

0. 22

C 24

(18x18)

0.70

1. 73

M3 0.00

3.54

1.6 0 Pi1 V6a

70 210

C 19

-0.109

YS 2.64

TC EB

0. 22

80 210

(18x18)

0.4 2

2. 35

7084210 210

Lavadero

TC EB

Pi4

0.8 5

70 210

110120

5 m² PO

1.6 0

100210

0. 42

110120

2. 35

3 .92

YS 2.64

0.00

Pi2 Pv7

Pi1

0.00

0.4 2

Paso

2 m² PO

1. 73

1. 73 1.07

0. 42

0. 12

80 210

0.2 2

0°

Pi4

1.1 0

70 210

0.1 2

1.6 0

C 14

(18x30)

Pi2

YS 2.64

0°

Pi1

5 .08

Despensa

YS 2.642 m² PO

1.3 4

70 210

6 .283 .92

Paso

1.0 4 1.1 0

8 2 m² PO

1.3 4

TC EB

0. 45

YS 2.64

YS 2.80

Escalera gato

1. 35

Estar

30 m² MT

5.3 7

0.1 4 0.5 0

C 10

(18x40)

0. 22

YS 2.64

4 .29 21 m² MT

6 .28

C 14

(18x30)

0.4 2

5 .08

YS 2.64

0. 12

6 .28

2 m² PO

2.1 6

0.1 2

Pi1 M3 70 210

TC EB

AR 103 7 Despensa

1.0 4

C 09

(18x20)

0. 12

3. 75

12. 70

Comedor

20 m² MT

YS 2.64

0. 20

0. 20 8.78

0. 20

EB TC

EB EB

1. 73

0.2 2

0. 12

TC EB

1 AR 103

2.1 6

0.1 4 0.5 0

1.07

Comedor

5.3 7

23 Dorm. Ppal

Conducto parrilla

3 SC 01 12

20 m² MT

4 .29

0.2 2

65 120

1. 46

YS 2.64

C 06

(18x30)

0. 22

(18x20)

5. 00

Cocina

C0 6 3.24

(18x30)

80 140

5. 00

28 m² PO

1.7 7

6 .28

100210

2. 80

YS 2.64

EB EB

0. 42

3.0 0

0.2 2

385210

80 140

3 Cocina

28 m² PO

Conducto parrilla

6.04

0. 22 4.80

0. 60

3 .56

2. 80

YS 2.64

9.04

0. 26

0. 26 6.04

0. 22

0. 60

(18x30)

EB TC

FP5

Pi2

D. Servicio

3.54

0.2 2

H G

3.20

100210

(18x30)

0.2 2

Pv6

3.24

385210

(18x18)

Escalera gato

C 09

C 13

3.0 0

2.12

65 120 TC

M3 EB

C 13

3.20

Pv6

C 104

0.20.2 2 2

1. 95

2 .96

4 .00

2. 80

M3 EB -0.05

450247 -0.05

(18x60)

3. 75

3 .56

6 m² PO

M3 EB

1.6 2

2. 80

170120

Pv5

C 12

450247

(18x60)

Pi4

SC 01

V4a

YS 2.64

Pv5

C 12

450247

(18x40)

0. 22

1. 06

Pv4

C 11

1.12

4.80

2 .96

Pi4

70 210

D. Servicio

0.5 8

V13

90 250

Pv4

450247

(18x40)

0. 22

YS 2.64

6 .28 4 .00

6 m² PO

1.4 6

1.7 7

0. 14

5. 00

V13

C 11

1.12

1. 14

6.12

0. 54

0. 14 4.92

4 m² PO

70 210 6 .28

V4a

170120

Terraza

5.5 9

11.3 0

B. Servicio 3.1 8

FP5

Pi2

1. 06

PO RB

C 10

26 m² PO

65 120

0.2 2

0.5 8

11.3 0

1.5 7

6 .28

1.6 2

3.62

0. 13

6 .28

1.4 6

EB PM

(18x40)

1.2 1

0. 86 1. 16

YS 2.64

603.1 1208

YS 2.64

90 250

1.2 0

0. 50

60 120

4 m² PO

YS 2.64

PO 3.1 RB 8

0. 50

0. 86 1. 16

B. Servicio

0.2 2

EB PM

10 Com, Diario 16 m² PO

0.4 4

B. Quincho

C 10

1.5 7

TC EB

3 m² PO

YS 2.64

(18x40)

0. 13

1.2 1

0.4 4

1.2 0

3.1 8

TC EB

YS 2.64

1. 06

B. Quincho

60 120

C 09

(18x20)

3.62

6.12

0. 54

0. 14

C 09

(18x20) 4.92

3 m² PO

1. 06

60 120

0.2 4.0 24

2.60

(18x18)

0. 14

4.0 0.142

10 Com, Diario

16 m² PO

2.12

Pe2

Pi1

70 210

129210

1. 22

0.9 0

Estar Ext.

19 m² PP

2.60

C 104

(D 20)

Pe2

129210

0.1 6

C 08

1. 95

80 210

2.1 0.142

Pi1

70 210

1. 14

1. 06

0.9 0 0. 17

1. 06 0. 17

0.1 6

Estar Ext.

19 m² PP

PM EB

Revestimiento de piedra

80 210 2.1 4

Pi4

Revestimiento de piedra

6. 00

Pi4

(D 20)

PM EB

(D 20)

C 08

8.78

C 07

(D 20)

2. 58

C 07 Pv8

90 250

Pv8

90 250

2 .96

2. 58

C 06

(18x30)

EB EB

2 .96

1.12

C 06

(18x30)

6. 00

1. 20

1.12

Terraza

5.5 9

M3 EB

Pv3

60 120

26 m² PO

1.7 7

385250

C 05

(18x30)

EB EB

1. 20

Pv3

385250

0. 22

0. 70

C 03

(18x18)

60 120

0.2 2 TC

0.8 0

C 05

(18x30)

0. 22

2.3 0

0. 55

0.8 0

TC EB

1.7 7

3. 53

2.3 0

1. 39

4.3 0

310247

4. 69

0.24.3 0 0

Pv2

310247

YS 2.70

3. 53

Pv2

Quincho

28 m² PO

YS 2.70

0. 55

2.3 0

C 03

E F

2.4 2

Quincho

2.3 02.4 2

0. 12 0. 40

---

(18x18)

0.5 8

2.3 0

1. 18

---

EB PM

3. 85

28 m² PO

3. 85

Pv2

310247

TC EB

0. 32

(18x18)

0.1 0

1. 39

EB PM

0.1 0

0.2 2

Solarium

C 02

(18x18)

0. 70

0.00

0.2 0

Pv2

0. 32

C 02

0.00 0.1 0

310247

A B

1.07

Pv1

660250

PM EB

0.1 0

0. 32

Pv1

660250

C 01

(18x18)

PM EB

0. 70

C 01

(18x18)

Revest. de piedra

0. 32

Revest. de piedra

12.79

Retiro de fondo

Revest. de piedra

12.79

Retiro de fondo Revest. de piedra

H G

9. 00

A B

9. 00

0. 50

10 AR 103

0. 50

10 AR 103

2 0

ASIGNATURA:ASIGNATURA:

1 ESCALA GRÁFICA

AS6 AS6

31 ESCALA GRÁFICA

Gònzalez Arq.Lucìa Gònzalez DOCENTE: Arq. DOCENTE:

ALUMNO: 1:50

Lucìa

Paravagna Arq. Paravagna M. SoledadM. DOCENTE: Arq. DOCENTE:

CARRERA CARRERA DE ESPECIALIZACION DE ESPECIALIZACION BIM BIM Modelado de Modelado Edificiosde con Edificios Informaciòn con Informaciòn

ALUMNO:

N 01_PA N 01_PA 2 1 : 50 1 : 50

Top Floor OBRA:

1 ESCALA GRÁFICA

OBRA:

PLANO:

31 ESCALA GRÁFICA

53 1:50

5 1:50

PLANO:

1:50

Luis Mendoza Luis Mendoza

Casa en La Casa Lomada en La Lomada

Soledad NOTA:

PROYECTO PROYECTO

NOTA:

1669 Del Viso1669 / LoteDel 674 Viso / Lote 674

Arquitectura_RE Arquitectura_RE PB - PA PB - PA

AR AR 101 101 20202020

ESCALA: 1 : 50ESCALA: 1FECHA: : 50 20/08/20 FECHA: 20/08/20

Lomada House | 19

H Aislaciòn hidrofuga. Membrana geotextil.

Cubiert de vidrio laminado sobreestructura de aluminio anclada concinta doble faz 3M. Ventilaciòn en laterales en celosia de aluminio

Carpeta de nivelaciòn de contrapiso para recibir membrana. Contrapiso alivianado don pendiete de 2% hacia pluvial. Aislaciòn termica. Poliestireno expandido de alta densidad. Esp. 2" Carga + 6.90

Carga 6.90

N.F.L + 6.26

6.44

02_AZ NLT

5 170120

26 9 m² MT

0.90

YS 2.60

Paso

YS 2.40

3.24

01_PA NPT

140105

Cocina

28 m² PO

Pi1

Pv7

V6a

140105

YS 2.64

70 210

84 210

0.70

2 m² PO

N.P.T + 0.00

Eje medianero

YS 3.64

2.10

Paso

2.64

14 7 m² MT

2.64

YS 2.64

V6b

2.92

200250

Estar

2.50

2.64

1.40

Pe1

13 30 m² MT

2.92

N.F.L + 2.92

AR 103

Eje medianero

25 Baño Ppal.

15 m² PO

1.20

50 196

0.90

YS 2.40

2.60

Hall PA

1.20

13 m² MT

0.90

80 210

2.40

3.02

Pi3

YS 2.40

2.10

Baño

2.40

1.20

AR 103 32 6 m² PO

Paso

YS 2.64

6.67

02_AZ NLT

6.44

01_PA NPT

3.24

01_PA NLT

3.10

Despensa

2 m² PO

YS 2.64

0.00

-0.15

02_AZ

00_PB_NPT

Section A

Cubierta de vidrio laminado sobre estructura de aluminio anclado con cinta 3M. Ventilacion en laterales, en celocia de aluminio

6 .9 0

C ar g a + 6 .5 5

Rev. texturizado color ocre

6 .5 5

6.44

02_AZ NLT

3.24

01_PA NPT

N .F .L + 6 .2 6

N .F .V + 5 .9 7

0 .4 8

YS 2.40

65 120

28 Dormitorio

Hall PA

17 m² MT

65 120

2 .1 2

1 .9 6

2 .8 2

Pi3

80 210

13 m² MT

0 .4 8

YS 2.80

C ar g a + 3 .3 8

C ar g a + 3 .3 8 N .P .T + 3 .2 4

C ub ie r ta + 2 .8 0

C ub ie r ta + 2 .6 6 N .F .L + 2 .9 2

Cieloraso sus. de yeso

N .F .L + 2 .5 2

Columna ∅ 25cm

N .F .L + 2 .5 2

Pi4

Rev. de piedra tipo murete

YS 2.64

Estar

30 m² MT

YS 2.64

Pv8

V13

100210

Hall

90 250

2 .1 0

2 .2 0

2 .6 4

100210

15 8 m² MT

Pv2

90 250

2 .5 7

M ur o + 2 .1 0

310247

Estar Ext.

19 m² PP

Rev. de piedra tipo murete

2.60

Baranda de vidrio laminado N .P .T + 0 .0 0

0.00

S o lar iu m + -0 .1 0

N .P .T -0 .0 7

00_PB_NPT

1 .0 0

P o r ch + -0 .1 0

Section B

Cubiert de vidrio laminado sobreestructura de aluminio anclada concinta doble faz 3M. Ventilaciòn en laterales en celosia de aluminio

Escalera gato

Pa rrilla + 7 .2 0 C a rga + 6 .9 0

Rev. texturizado color ocre

Rev. de piedra tipo murete

C a rga + 6 .5 5

C a rga + 6 .9 0

C a rga + 6 .5 5

6.44

02_AZ NLT

0 .4 8

0. 4 2

AR 103 N .F.L + 6 .2 6

Cieloraso sus. de yeso

Pi3

Vestidor

0. 9 0

YS 2.60

80 210

25 Baño Ppal. 15 m² PO

1. 1 0

11 m² MT

2. 6 0

80 210

Vidrio laminado

C a rga + 3 .3 8

00_PB_NPT

0.00

00_PLATEA

-0.15

YS 2.60

C a rga + 3 .3 8 N .P.T + 3 .2 4

3.24

01_PA NPT

0.00

00_PB_NPT

-0.15

00_PLATEA

0. 2 8

0. 1 2

C u b ie rt a + 2 .8 0 N .F.L + 2 .9 6

0 .2 0

Pase

Cieloraso sus. de yeso

N .F.L + 2 .8 2

N .F.L + 2 .9 2

C a rga + 2 .1 0

Pi2

Pv2

70 210

Quincho

2. 4 0

28 m² PO

YS 2.70

Parrilla

8 m² PO

YS 2.40

B. Quincho

3 m² PO

YS 2.64

B. Servicio

4 m² PO

YS 2.64

D. Servicio

6 m² PO

YS 2.64

2. 6 4

1. 5 2

310247 2. 7 0

Cieloraso sus. de yeso

Despensa

2 m² PO

YS 2.64

Lavadero

5 m² PO

YS 2.64

Tender

15 m² PO

2.62

Section D

20 | BIM Implementation

0. 9 0

Grupo Electrogeno

N .F.L + -0 .1 5

N .P.T 0 .0 0

Pla te a -0 .1 5

-0 .0 2

Tamque cisterna Colector presurizado capacidad 1.200lts

Callout 1

Luis Mendoza Architect H Albardilla - aluminio anonizado negro Soporte conector de tope 2

C a rg a + 6 .9 0

3 .8 2 2 .2

Ladrillo autoportante 12cm Camara de aire Carpeta niveladora

Menbrana Hidrofuga geotextil Contapiso Alivianado - 2% hacia pluvial

7.2

21 . 3

Poliestireno expandido de alta densidad

Losa H°A° Armadura s/ càlculo Viga H°A° Ladrillo autoportante 18cm

Detail 5

H 0 .2 2

Revestimiento texturizado para esteriores de color 2cm Ladrillo portante 18cm

Reboque grueso con acabado en enlucido color blanco 2cm

Acabado final - Travertino 2cm Pegamento para rev. ceramico 2cm Carpeta niveladora 2cm Contrapiso 6cm

29. 4

5. 3

Poliestileno expandido 3cm

5. 3

Armadura s/ càlculo Tierra Compacta 5 .3

Detail 4

Platea H°A°

9 .4

5 .3

Film de polietileno

AXO Exploited - Architecture

Lomada House | 21

C a rg a + 6.9 0

C a rg a + 6.5 5

C a rga 6.5 5

Rev. de piedra tipo murete

V12

182120

65 120

02_AZ NLT

3.24

01_PA NPT

0.00

00_PB_NPT

Hormigรณn, moldeado in situ

65 120

6.44

65 120

1.2 0

Vidrio laminado

80 140

1.4 0

Pe2

129210

Rev. de piedra tipo murete

Pv2

310247

Aluminio

Vidrio laminado N .P .T + 0.0 0

0.0 0

0.7 0

0.9 0

1.2 0

Rev. de piedra tipo murete

35 120

Rev. texturizado color ocre

2.4 7

35 120

2.3 0

V12

182120

Vidrio laminado

0.2 2 0.1 4

C u bierta + 2.6 6

M u ro + 2.1 0

0.9 0

C a rg a + 3.3 8

0.9 1

N .P .T + 3.2 4

3.2 4

6.9 0

0.9 0

Rev. texturizado color ocre

0.9 0

Aluminio

Elevation East

C a rga + 6 .9 0

C a rga + 6 .9 0 C a rga + 6 .5 5

170120

3.24

01_PA NPT

0.00

00_PB_NPT

Aluminio C a rga + 3 .3 8

C u bierta + 2 .8 0

Rev. de piedra tipo murete

M uro + 2 .1 0

Pv7

Pe1

200250

N .P .T 0 .0 0 P la te a -0 .1 5

Elevation South

22 | BIM Implementation

1. 0 5

2. 2 5

84 210

2 .1 0

1. 2 0

M uro + 2 .1 0

Rev. texturizado color ocre

Eje medianero

1. 2 8

C u bierta + 2 .7 0

2. 0 4

7. 0 5

C a rga + 3 .3 8

7. 0 5

C a rga + 3 .3 8

Eje medianero

02_AZ NLT

Vidrio laminado

50 196

Rev. texturizado color ocre

6.44

Rev. de piedra tipo murete

1. 2 0

3. 1 7

1. 5 6

0. 3 5

C a rga + 6 .5 5

P la te a -0 .1 5

Luis Mendoza Architect

Lomada House | 23

Armazones estructurales

01_3D ESTRUCTURA I

01_3D ESTRUCTURA II

M120 (18x94)

8.66 HºAº

C 106

01_3D ESTRUCTURA I

01_3D ESTRUCTURA II

Tipo

(18x30)

(18x40) (18x44) (18x44) (18x46) (18x47) (18x58) (18x62) (18x80) (18x80) (18x84) (18x94) (18x108) (20x40) (24x40) 00_PLATEA 12 (30x40) 00_PLATEA 25 (50x40) 00_PLATEA 19 Tipo (60x24) 01_PA NLT 4 (80x14) 01_PA NLT 18 x 252 Total general: 202

N. F.V + 2. 52

(18x18)

C 130

2.8 4 HºAº

(18x18)

V27 (18x44)

N. F.V + 2. 52

9.00 HºAº

8.62 HºAº

8.66 HºAº

Vc9 (80x14)

V26 (18x44)

C 11

6.0 6 HºAº

4.82 HºAº

C 12

V7 (18x62)

(18x60)

0.5 0

N. F. L + 2. 92

L5 18

NFL+2.92

V14 (18x44)

0.22 HºAº

0. 15

C 18

C 23

C 27

1.64 HºAº

V32 (18x44)

V31 (18x44)

8.9 8 HºAº

12. 48 HºAº

C 20

NFL+2.96

L9 14

8.9 8 HºAº

LOSA H°A° - 14cm LOSA H°A° - 15 cm LOSA H°A° - 15 cm LOSA H°A° - 18 cm LOSA H°A° - 18 cm LOSA H°A° - 15 cm LOSA H°A° - 25 cm LOSA H°A° - 15 cm LOSA H°A° - 15 cm LOSA H°A° - 18 cm LOSA H°A° - 25 cm LOSA H°A° - 12cm LOSA H°A° - 14cm LOSA H°A° - 12cm LOSA H°A° - 18cm LOSA H°A° - 18cm LOSA H°A° - 18cm LOSA H°A° - 14cm LOSA H°A° - 14cm LOSA H°A° - 12cm Total general: 21

12. 60 HºAº

C 28

L10 18

(18x18)

C 29

C 32

9.32 HºAº

6.99 HºAº C 02

(18x18)

9 (18x18)

8.34 HºAº

8.43 HºAº

2.3 0 HºAº

V17 (18x44)

M18 (18x44)

10. 58 HºAº

C 30

(18x20)

13. 63

8.9 8 HºAº

6.99 HºAº

N. F.V + 2. 52

V29 (18x44)

6.81 HºAº

Vc8 (60x24)

NFL+2.52

3. 96 H ºAº

M18 (18x44)

(18x18)

12. 78 HºAº

C 31

(18x18)

Vc4 (60x24)

C 33

(18x18)

-0.12

00_PLATEA Muro H°A°

15.90

F . P ileta -1.10

Losa en Hormigon Armado

C 131 (18x18)

1 : 50 V106 (18x80)

ASIGNATURA:

V118 (18x44)

0.18

AS6

0.76

N .F .L + 6.2 6

C 115

(18 x 55)

C 110

(18 x 35)

(18x18)

C 104

V117 (18x47)

N .F .V + 5.9 7

N .F .V + 5.5 0

2.87

Modelado de Edificios con Informaciòn

DOCENTE: Arq.

Gònzalez Lucìa

DOCENTE: Arq.

Paravagna M. Soledad

N .F .V -0.55

Structure - Section A Sección D_EST_RE

1 1

ESCALA GRÁFICA

0.30 0.14

0.14

0.30

2 3

VF125 (30x40)

1.1 6

-0.15

ESCALA: 1 : 50

FECHA: 10/24/20

ES 101 2020

1:50

02_3D ESTRUCTURA AXO

-1.75

5 ALUMNO:

DOCENTE: Arq.

GònzalezLucìa Lucìa Gònzalez

5 02_3D ESTRUCTURA AXO

AXO Exploited - Structure OBRA:

Mendoza LuisLuis Mendoza

Arq.Paravagna ParavagnaM.M. Soledad DOCENTE: Soledad DOCENTE: Arq. NOTA: NOTA:

OBRA:

PLANO:

PROYECTO PROYECTO La Lomada Casa Casa en La en Lomada Viso 1669 Del1669 Viso Del / Lote 674/ Lote 674

Losa de cimentación 74

LOSA LosasH°A° - 14cm LOSA H°A° - 15 cm

1 2

01_PA NPT 0.14 01_PA NLT 0.14

LOSA H°A° - 18 cm

01_PA NLT 0.18 0.18 0.14 0.24 0.14 0.14 0.18 0.24 0.12 0.14 0.12 0.18 0.18 0.18 0.14 0.14 0.12

H°A°NPT - 18 0.14 cm 54.02 m³ 01_PA NLT 1 LOSA 01_PA 2 LOSA 01_PA H°A°NLT - 15 0.14 cm 63.83 m³ 01_PA NLT 3 LOSA 01_PA H°A°NPT - 25 0.14 cm 72.29 m³ 01_PA NPT 4 LOSA 01_PA H°A°NLT - 15 0.18 cm 87.81 m³ 01_PA NLT 5 LOSA 01_PA m³ H°A°NLT - 15 0.18 cm 910.20 01_PA NLT 6 LOSA 01_PA 0.70 m³ H°A°NLT - 18 0.14 cm 10 01_PA NLT 7 01_PA NPT 0.24 0.61 m³ LOSA H°A° - 25 cm 11 01_PA NPT 8 01_PA NLT 0.14 0.49 m³ LOSA H°A° - 12cm 101 02_AZ NLT 9 01_PA NLT 0.14 3.06 m³ LOSA H°A° - 14cm 102 10 01_PA NLT 0.18 0.51 m³ LOSA H°A° - 12cm 103 02_AZ NLT 11 01_PA NPT 0.24 7.44 m³ LOSA H°A°NLT - 18cm 02_AZ NLT 101 02_AZ 0.12 104 0.25 m³ LOSA H°A° - 18cm 02_AZ NLT 102 0.14 105 3.18 m³ LOSA H°A°NLT - 18cm 02_AZ NLT 103 02_AZ 0.12 106 0.45 m³ LOSA H°A°NLT - 14cm 02_AZ NLT 104 02_AZ 0.18 107 6.12 m³ LOSA H°A°NLT - 14cm NLT 105 02_AZ 0.18 108 10.10 02_AZ m³ 106 02_AZ 0.18 109 0.57 m³ LOSA H°A°NLT - 12cm 02_AZ NLT 107 NLT210.14 1.23 m³ Total02_AZ general: 108 02_AZ NLT 0.14 0.57 m³ 109 02_AZ NLT 0.12 2.06 m³estructural Cimentación 65.49 m³

4.02 3.83 2.29 7.81 10.2 0.70 0.61 0.49 3.06 0.51 7.44 0.25 3.18 0.45 6.12 10.1 0.57 1.23 0.57 2.06 65.4

Losa de Material estructural cimentación 74

Material estructural

Esp. Volu

Hormigón, moldeado Esp. Volumen in situ

0.20 57.1

Hormigón, moldeado in situ

57.1

0.20 57.11 m³

Familia y tipo

Suelos H°A° 57.11 m³

Tipo

Nivel

Suelos H°A° Familia y tipo

Tipo Suelo: LOSANivel H°A° LOSAVol H°A° 02_AZ NLT

- 12cm Suelo: LOSA H°A° - 12cm Suelo: LOSA H°A° - 14cm Suelo: LOSA H°A° - 15 cm Suelo: LOSA H°A° - 18 cm Suelo: LOSA H°A° - 18cm Suelo: LOSA H°A° - 25 cm Total general: 21

00_PLATEA

ALUMNO:

elado de de Edificios con odelado Edificios conInformaciòn Informaciòn

ESTRUCTURA_RE PLATEA - PLANTA PA

01_PA NLT

1:50

1 : 50

DOCENTE: Arq.

PROYECTO 1669 Del Viso / Lote 674

N .F .L + -0.35

RA:

24 | BIM Implementation AS6 AS6

Familia

1:50

C 32 P la tea -0.15

N .F .V -0.55

(18x18)

VF101 (20x40)

N .F .L + -0.35

ESCALA GRÁFICA

C u b ier ta + 2.8 0

2.81

C 25

(18x18)

C 21

C 19

(18x18)

P la tea -0.15

N .F .L + -0.35

VF78 (50x40)

P la tea -0.15

ESCALA GRÁFICA

Casa en La Lomada

3.10

Vc6 (60x24)

PLANO:

Luis Mendoza

0.20

VF63 (20x40)

V15 (18x44)

2.9 6

N .F .V + 2.6 6

(18x18)

C 15

VF48 (50x40)

1 : 50

OBRA:

1.40

P la tea -0.15

N .F .L + -0.35

(18x60)

C 10

(18x40)

VF33 (20x40)

2.79

2.67

VF22 (50x40)

N .F .V -0.55

N .L .T + 3.1 0

V23 (18x44)

N .F .V + 2.6 6

2.81

0.14

0.28 0.18

Pase

N .F .L + 2.9 2

0.20

P la tea -0.15

N .F .L + -0.35

0.2 0

NOTA:

0.20 0.20

VF12 (20x40)

N .F .V -0.55

V11 (18x44)

N .L .T + 3.1 0

V25 (18x58)

N .F .V + 2.6 4

0.20 0.20

2.67

C 05

(18x30)

C 02

VF5 (20x40)

00_PLATEA

N .F .L + 2.9 6

N .F .V + 2.5 2

(18x18)

V4 (18x46)

N .L .T + 3.1 0

V26 (18x44)

0.20 0.20

N .F .L + 2.8 2

N .F .V + 2.5 2

V2 (18x58)

2.9 6

0.44

V27 (18x44)N .L .T +

0.30 0.140 .14

0.14

0.66

0.30 0.14 0.36

V1 (18x80)

01_PA NLT

Gros or Vol

Cimentación estructural

N 01_PA_EST

02_AZ NLT

2.40

CARRERA DE ESPECIALIZACION BIM

ALUMNO: 6.44

(18x18)

V115 (18x94)

N .L .T + 6.4 4

0.29 0.18 0.33

V102 (18x94)

C 121

Volum 0.32 m³ 0.42 m³ 0.34 m³ 1.86 m³ 1.21 m³ 0.23 m³ 0.88 m³ 0.53 m³ 0.70 m³ 0.70 m³ 0.17 m³ 7.36 m³

0.53 m³ 0.70 m³ Losas 0.70 m³ 0.17 Marc m³ a Nivel 7.36 m³

Familia

N 00_PLATEA 2

Nivel base

3.84 m³

Marc Gros LOSA H°A° 01_PA NPT 0.14 a or 3Volumen Nivel- 15 cm

Tipo V34 (18x44)

V30 (18x44)

NFL+2.96

V16 (18x84)

2.5 9 HºAº

L11 28

Tipo

(18x30)

(18x18)

3.54 HºAº

Pase 20x20

L8 14

4.79 HºAº

6.4 8 HºAº

6.6 8 HºAº

13. 89 H ºA º

V10 (18x44)

0.53 m³ 5.13 m³ 2.54 m³ 0.58 m³ 1.23 m³ 2.45 m³ 1.21 m³ 1.07 m³ 2.68 m³ 0.35 m³ 2.72 m³ 2.16 m³ 11.26 m³ 2.62 m³ 5.46 m³ 9.90 m³ 3.84 m³ 1.11 m³ 56.83 m³

2.62 m³ Pilares 5.46 m³ estructurales 9.90 m³ Recuento

01_PA NLT 00_PLATEA 00_PLATEA 00_PLATEA

Pase 20x20

3.54 HºAº

2.5 9 HºAº

(18x18)

Vc6 (60x24)

13. 63

7.50 HºAº

1.84 HºAº

C 22

(18x18)

V28 (18x44)

(18x18) 1.1 2 HºAº

4. 25 H ºAº

L71 20

2.0 6

6.4 8 HºAº

VF121 (20x40)

(18x40)

0. 50

0.22 HºAº

C 26

Vc2 (60x24)

3. 86 H ºAº

1.84 HºAº

V13 (18x58)

2.5 2 HºAº

C 21

4.94 HºAº

1.1 2 HºAº

3.43 HºAº

C 25

V9 (18x44)

Escalera Plegado HºAº (Ver detalle)

(18x18)

V15 (18x44)

V8 (18x44)

12. 88

0.2 0

C 17

(18x18)

1.84 HºAº

2. 86 H ºAº

3.43 HºAº

NFL+2.96 Pase 20x20 6. 28 H ºAº

Pase 20x20

L7 28

3.54 HºAº

L6 14

Pase 20x50

10. 44 HºAº

C 16

(18x18)

C 15

(18x60)

V12 (18x58)

V24 (18x58)

3. 86 H ºAº

V23 (18x44)

2.50 HºAº

V19 (18x44) 3.54 HºAº

3. 86 HºAº

1.07 HºAº

C 19

(18x18)

V11 (18x44)

3.54 HºAº

0.02 HºAº

1.07 HºAº

0.22 HºAº

4.79 HºAº

1.1 2 HºAº

(18x18)

C 29

(18x18)

VF123 (20x40)

8.00 HºAº

1.0 7

Volum

2 23 8 2 6 6 2 1 3 1 6 2 78 12 25 19 4 2

2 1.11 m³ 01_PA NLT 56.83 m³ 18 x 35 2 01_PA NLT 18 x 55 01_PA NLT Pilares estructurales 1 18x18 18 00_PLATEA Recuento Nivel base Volumen 18x18 11 01_PA NLT 18x20 2 01_PA NLT 2 0.32 m³ 00_PLATEA 18x30 2 01_PA NLT 5 0.42 m³ 00_PLATEA 18x30 1 01_PA NLT 3 0.34 m³ 01_PA NLT 18x40 18 00_PLATEA 3 1.86 m³ 00_PLATEA 11 01_PA NLT 2 1.21 m³ 00_PLATEA 18x60 2 D00_PLATEA 20 2 0.23 m³ 00_PLATEA 5 00_PLATEA Total general: 51 0.88 m³

18 x 25 18 x 35 18 x 55 18x18 18x18 18x20 18x30 18x30 3 18x40 3 18x60 2 D 20 2 Total general: 51

V35 (18x44)

NFL+2.92

4.51

8.00 HºAº

VF114 (20x40)

6.80 HºAº

6.81 HºAº

C 13

(18x30)

11. 13 HºAº

V25 (18x58)

L4 18

6. 08 H ºAº

C 24

0.6 0

LIMITE DE RELLENO

-0.15

12. 70 HºAº

0. 17

V6 (18x62)

0. 37

V5 (18x46)

5.00 HºAº

(18x40)

1.1 2 HºAº

4.70 HºAº

8.72 HºAº

V21 (18x44)

6.32 HºAº

3 .0 6 H ºA º

5 .4 9 H ºA º

2.38 HºAº

V20 (18x44)

Pase 50x20

6. 28 H ºAº

VF107 (20x40)

VF120 (20x40) 3.10L70 01_PA NLT 20

8.62 HºAº

V22 (18x44)

(18x40)

V4 (18x46) 4.82 HºAº

4.81 HºAº

L3 14

Tipo C 10

6 .2 8 H ºA º

1.64 HºAº

0. 20

VF99 (20x40) VF113 (20x40)

8.72 HºAº

8.62 HºAº

VF34 (20x40) VF46 (20x40) 4.70 HºAº

VF61 (20x40) VF76 (20x40)

0.06 HºAº

VF90 (30x40)

C 20

3.53 HºAº

2. 97

NFL+2.96

- Platea

02_AZ NLT

-0.15

L2 14

4 .7 3 H ºA º

Pase 20x20

(18x30)

0.2 0

Pase 50x20

(18x30)

L56 20

Muro H°A°

M113 (18x44)

C 18

VF83 (50x40)

0.1 7

0. 20 0. 50 0. 20

VF112 (20x40)

3. 07

C 31

(18x18)

10. 58 H ºA º

12. 88 HºAº

NFL+2.52

L67 20

3.3 4 HºAº

V112 (18x44)

VF20 (20x40)

VF19 (24x40) 0. 24

2. 62

VF33 (24x40)

0. 24 0. 76

VF45 (24x40)

0. 50 2. 26

VF60 (20x40)

0. 20

VF75 (20x40) 0.22 HºAº

2. 26 0. 50

1.84 HºAº

VF89 (20x40)

3.54 HºAº

VF98 (20x40)

6.81 HºAº

VF117 (20x40)

V126 (18x44)

C 30

(18x20) VF119 (20x40)

L69 20

6.1 7 HºAº

1 : 50

3.10

12.79 HºAº

C 131

0.3N5.F .L + -0.35

C 14

0.5 0

12. 60 H ºA º

L66 20

12. 50 HºAº

L48 20

(18x18)

02_AZ NLT

(18x30)

(D 20)

Vc1 (80x14)

6.5 7 HºAº

6. 28 H ºAº

1.58

tea -0.15 10. 58P laHºAº

V112 (18x44)

(18x18) 0.1 2

VF69 (20x40)

0.2 0

3.4 2

C 06

(18x30) 1.1 2 HºAº

L40 20

6 6.44

(18x18)

C 08

(D 20)

V3 (18x58)

C 05

1.69

VF26 (20x40)

C 130

4.79 HºAº

6.17 HºAº

6.68 HºAº

M113 (18x44)

6.99 HºAº

N .F .V + -0.55

V126 (18x44)

C 06

(18x30)

0.3 5

3.0 9 HºA º

VF37 (24x40)

4.79 HºAº

12. 60 HºAº

9.53 HºAº

(18x18)

0.1 2

(18x18)

8.9 8 HºA º

C 129

VF54 (50x40)

12. 48

VF106 (20x40)

C 28

VF122 (20x40)

1.84 HºAº

VF111 (30x40)

V126 (18x44)

0. 30 0. 12 C 106

10. 58 HºAº

C 33

L74 20

(18x20)

12. 48 H ºA º

L55 20

(18x18)

VF118 (20x40)

7.9 7 HºA º

C 104

C 13

12. 70 H ºA º

VF82 (50x40)

0.2 0

C 129

(18x18)

N .F .V + 2.5 2

N .F .L + 2.5 2

0.98

VF127 (30x40)

C 23

(18x18)

8.9 8 HºA º

12. 60 HºAº

NFL+6.32V27 (18x44)

C 17

8.9 7 HºA º

L64 20

0.20

2.3 0 HºA º

L109 Vc1 12

1.83 HºAº

V126 (18x44)

C 124

2.2 5

(80x14)

8.34 HºAº

0.48

C u b ier ta + 2.6 6

0. 20

5.00 HºAº

V127 (18x44) 0.22 HºAº 1.64 HºAº

0.22 HºAº 1.64 HºAº

V124 (18x47)

3.54 HºAº

VF97 (30x40)

(18x30)

(18x30) 0. 18

V26 (18x44) 3.0 9 HºA º

2.9 1

(18x40)

8.9 8 HºA º

VF111 (18x40)

C 09

(18x30)

L47 20

8.9 7 HºA º

(18x30)

VF105 (20x40)

L32 20

12. 69 H ºA º

0.2 0

6 .2 8 H ºA º

Pase 20x20

C 124

L59 20

0.3 0

NFL+6.32

LIMITE DE RELLENO

L68 20

2.67

C 12

(18x18)

C 27

3. 02

L109 12

VF115 (18x40)

2.8 6

VF94 (20x40)

0.7 9

VF53 (50x40)

L39 20

2 .9 6 H ºA º

(18x18)

VF39 (24x40)

VF68 (20x40)

(18x18)

C 118

(18x18) 0.4 5

5.57 HºAº

5.69 HºAº

(18x18)

6.81 HºAº

(18x60) VF130

4.75 HºAº

VF18 (30x40)

2.20 HºAº

VF74 (30x40)

0.62 HºAº 1.72 HºAº

VF88 (30x40)

1.83 HºAº

º 12.6.4 488 HºA HºAº

C20 128

(18x18)

0.20

11.40 HºAº

VF52 8.9 8(50x40) HºAº

8.78 HºAº 5.92 HºAº

VF59 (30x40)

V127 (18x44)

4.66 HºAº

4.82 HºAº

1.80 HºAº

0.22 HºAº

0. 52

2.55 HºAº

VF104 (20x40)

3.3 8

C 128

0.14

N .F .V + 2.5 2

V124 (18x47)

9.22 HºAº

8.62 HºAº

VF32 (30x40)

4.75 HºAº

5.00 HºAº

3.15 HºAº

VF96 (20x40)

(18x18) 1.2 3 V119 (18x94)

0.96

(18x30)

C 102

C 22

(18x18)

Pase 5.9 7 HºA º 20x20

V109 (18x47)

0.3 5

C 123

VF44 (30x40)

VF43 (20x40)

6.01 HºAº

3.15 HºAº

VF58 (20x40) VF73 (20x40)

VF87 (20x40)

1.83 HºAº

0.22 0.22 HºAº HºAº

2.02 HºAº

1.84 HºAº

2.02 HºAº 3.54 HºAº

L58 20

HUECO EN PLATEA PARA JARDÌN

2.5 9 HºA º

VF103 (20x40)

C 26

12. 48 HºAº

NFL+5.97 6.4 8 HºA º

L31 20

9.5 8 HºA º

C 118

L54 20

0.2 0

16. 65 H ºA º

VF81 (50x40) 8.9 8 HºA º

2.22

V122(30x40) (18x44) V122VF116 (30x40) (18x44)

9.03

2.81 0.20 0.20

N .F .V + -0.55

7.4 7 HºAº

6.44

VF52 (50x40)

L46 20

6.6 8 HºA º

12. 48 HºAº

VF93 (20x40)

L108 14

Pase 20x20

6.4 2 HºA º

ARRANQUE ESCALERA

V109 (18x47)

0.3 5

0.3 3

L53 20

0.9 8

C 07 4. 29 H ºAº

V2 (18x58)

C 03

L24 20

VF38 (24x40)

L30 20

L38 20

6.4 2 HºA º

0.12

2.02 HºAº 1. 65

0.18

0. 30

VF126 (30x40)

12.79 HºAº

VF3 (30x40)

VF10 (30x40) VF17 (30x40)

8.66 HºAº

VF31 (30x40)

4.82 HºAº

VF57 (30x40)

0.22 HºAº

V122 (18x44) VF110 (30x40)

0. 50

(30x40) VF72 (30x40) V123 (18x47) VF86 (30x40) V122VF95 (18x44) V123 (18x47)

0.06 HºAº

N .F .L + 2.9 2

VF67 (20x40)

6.9 7 HºAº

Estructura Sección B_EST_RE

0.6 5

VF92 (20x40)

C 123

C 2(18x18) 1 L57

(18x18)

VF80 (50x40)

V108 (18x80)

L52 20

L63

LIMITE DE RELLENO

4.5 1 HºA º

0.3 0.2 39

0.3 7

NFL+5.970.3 0

1.0 6 HºA º

8.9 8 HºAº

0. 45

C 16 VF129 (18x18) (24x40)

(18x18)

C 22

2.81

2. 08 0.20 0.20

VF131 (24x40)

VF79 (50x40) (18x18)

2.4 3

L16 20

VF28 (20x40)

12. 40 H ºA º

0.2 4

VF67 (20x40)

Pase 20x20

L23 20

11. 18 H ºA º

4.4 6

VF37 (24x40)

VF52 (50x40)

12. 48 HºAº

L45 20

L108 C 16 (18x18) 14

0.2 0

(18x18)

V7 (18x62)

V25 (18x58)

L73 20

VF81 (50x40)

0. 50

11.90 HºAº

N .F .L + -0.35

VF94 (20x40) 0. 24

11.40 HºAº

0.20 0.20

VF105 (20x40)

(18x18)

10.66 HºAº

C 27

(18x18)

2.67

VF128 (24x40)

C 33

(18x18)

VF111 (18x40)

C 32

L72 20

C 117

C 15

0.3 0

0.20

VF125 (30x40)

Pase 6.4 2 HºA º 180x90 VF66 (20x40)

2.4 3

L22 20

3.53 HºAº

12.78 HºAº 4.66 HºAº 2.20 HºAº

VF71 (20x40)

2. 26 0.33 0.29

C 115

2.87

(18 x 55) VF109 (24x40)

0.30

N .F .V + 2.6 6

L62 20

3.9 6 HºAº N .F .V + 2.6 6

N .F .L + 6.2 6

8.28 HºAº

N .F .L + 2.5 2

8.9 8 HºAº V104 (18x108)

8.9 8 HºAº

V9 (18x44) 8.34 HºAº

0.18

N .F .L + 2.9 6

VF124 N(30x40) .F .V + 2.5 2

(18x18)

3.8 3 HºAº

0.26

(18x18)

L61 20

0.14

0.66

N .P .T + 2.7 0

1.2 1 HºA º

N .L .T + 6.4 4

4.8 9

N .F .V + 5.3 6

V16 (18x84) V14 N .L .T + 3.1 0 (18x44) V28 (18x44)

8 Vc8 (60x24)

0.6 0 HºAº

HUECO EN PLATEA PARA JARDÌN VF102 (20x40)

V111 (18x47)

V118 (18x44)

C 122

N .F .V + 5.9 7

C 122

L60 20

C 25

(18x18)

0.3 0

L44

(18x60)

C 12

V108 (18x80)

0.2 9

0.6 20 5

6.81 HºAº

97 VF1082.87(24x40)N. F.V + 5.0.14 0.33

0.2 4

N .F .V + 5.9 7

2.02 HºAº

1.07 HºAº

VF85 (20x40)

VF91 (20x40) 3.54 HºAº

3.8 6 HºAº

2.1 8 .T + 6.1 1 N .L

0.4 6

2. 86 HºAº

6.4 8 HºAº

V107 (18x80)6.4 8 HºAº

V117 (18x47)

6.2 5 HºAº

3.4 6

(18x18)

0.18

0.47

0.2 4

0.9 9

2 HºA º 8.9 81.1HºAº

V111 (18x47)

C 122

0.2 0

7. 72

VF84 (20x40)

HºAº+ 5. 97 F.V N.3.54

1.55 HºAº

2.02 HºAº

1.84 HºAº

0.47

0.4 8

(18x18)

C u b ier ta + 2.8 0

VF101 (20x40)

6.2 8 HºAº

CV111 24 V110 (18x47)(18x18) (18x47)

C 121

1. 21

VF70 (20x40) 0.10 HºAº

1.55 HºAº

1.84 HºAº

0.80

0.47

VF100 (20x40)

1.1 2 HºAº

1.1 2 HºA º

8.9 8 HºAº

3.8 6 HºAº

6.4 8 HºAº

L50

20 NFL+5.97

L51 20

C 113

(18x60)

L37 20

3.7 9 HºA º

0.3 7

(D 20)

0°

L49 20

11. 08 HºAº

13. 39 H ºA º

C 08

NFL+2.82

6.0 6 HºA º

VF51 (50x40)

L15 20

VF27 (20x40)

12. 50 H ºA º

(18 x 25)

L1 14

(18x18)

V110 (18x47) 14

C 19

0°

VF78 (50x40)

6.4 8 HºAº

0.3 0

6.2 8 HºAº

L29 20

(18x18)

8.9 8 HºAº

3.5 4

(D 20)

0.3 0

PasePase 180x90 180x90

C 1VF65 17(20x40)

L43 20

0.2 0

VF78 (50x40)

C 14

(18x30)

L107

(18x18) 9

NFL+5.97

0.2 0

VF77 (50x40)

1.1 2 HºAº

C 121

L42 20

3.5 9

V107 (18x80)

1.0 6 HºA º

VF64 (20x40)

0.22 HºAº 2.02 HºAº

0.5 0

0.4 5

VF36 (24x40)

L36 20

3.54 HºAº

2. 26

2.4 8 HºAº

4.1 6

VF50 (50x40)

0. 20

0.80

1.1 2 HºAº

NFL+6.26

VF63 (20x40)

0.47

C 115

C 11

L35 20

L105 18

6.4 2 HºA º

11. 08 HºAº

L28 20

3.0 6 HºAº

VF56 (20x40)

VF55 (20x40)

L34 20

0.9 0

10. 16 HºAº

(18x40)

VF49 (50x40)

C 07

LIMITE DE RELLENO

3.54 HºAº

0. 50

C 10

6.2 7 HºAº

L41 20

(18 x 55)

L21 20

VF35 (20x40)

L14 20

VF26 (20x40)

L20 20

V104 (18x108)

L27 NFL+6.26 20

(18x40) 4.82 HºAº

+ 6. 26 N. F. L 4.81 HºAº

VF48 (50x40)

6.2 8 HºAº

VF62 (20x40)

L107 14

L13 20

VF25 (20x40)

Pase 6.5 7 HºAº 180x9012. 70 HºAº

10. 16 HºAº

VF42 (30x40)

1. 74

10.75 HºAº 8.50 HºAº 6.75 HºAº

L105 18

1.1 2 HºAº

13. 89 H ºA º

LIMITE DE RELLENO

5.69 HºAº

0. 20 1. 84

VF9 (20x40)

0. 20

VF16 (20x40)

4.82 HºAº

N. F.V + 5. 36

0. 50

8.60 HºAº

1. 55

VF30 (20x40)

1. 59

VF41 (20x40)

0. 20

(18x30)

8.8 8 HºAº L19 20 VF34 (20x40)

4.82 HºAº

VF15 (20x40)

8.72 HºAº

N. F. L + 6. 26

5.50 HºAº

0.50 VF29 (20x40)

VF40 (20x40)

C 102

5.9 7 HºA º

VF24 (50x40)

1.1 2 HºA º

1.0 6 HºA º

1.1 2 HºA º

C 09

C 113

(18 x 25) 5.4 7 HºA º

C 06

V107 (18x80)

1.1 2 HºAº

12. 70 HºAº

0.9 0

L12 20

(18x30) 2.4 8 HºAº

0.6 9

(18x20)

L33 20

1.1 2 HºAº

12.79 HºAº

VF2 (20x40)

0. 50

VF1 (20x40)

N. F.V + 5. 36

12.79 HºAº

0.50

5.50 HºAº

12.78 HºAº

VF8 (20x40)

8.66 HºAº

V119 (18x94)

4.82 HºAº

L26 20

VF23 (50x40)

2.9 6 HºAº

C 05

6.3 6 HºAº L18 20

V104 (18x108) VF33 (20x40)

VF47 (50x40)

V118 (18x44)

L103 12

1.08

V118 (18x44)

L17 20

VF32 (20x40)

VF14 (20x40)

V104 (18x108)

(18x30)

6.2 7 HºAº

L25 20

0.22 HºAº

(18x30)

0.9 0

VF22 (50x40)

C 03

(18x18)

V1 (18x80)

L8 20

1.0 6 HºA º

L11 20

Pase 20x20 6 .2 8 H ºA º

0.44

C 102

L10 20

C 02

(18x18)

0.84

6.2 8 HºAº

1.1 2 HºAº

C 115

2.4 8 HºAº

0.7 2 HºAº

C 01

VF7 (20x40)

0.44

VF2 (50x40)

1.1 2 HºAº

VF13 (20x40) 8.8 8 HºAº

5. 88 H ºAº

L4 20

0.44

L9 20

L7 20

VF12 (20x40) 6.3 6 HºAº

V104 (18x108)

C 111

(18 x 55)

L103 12

6.2 7 HºAº

(18 x 35)

x44)

L6 20

1.8 1 HºA º

1.1 2 HºA º

C 02

(18x18)

0.44

VF11 (20x40)

L3 20

VF6 (20x40)

0.46

1.1 2 HºAº

1.08

(18 x 35)

VF5 (20x40)

0.62

L5 20

C 111

6.16

C 01

(18x18)

0.58

VF4 (20x40)

L2 20

6.2 8 HºAº

0.36

0.80

L1 20

(18x30)

0.40

M120 (18x94)

LIMITE DE RELLENO 6.9 7 HºAº

C 106

0.30

V119 (18x94)

0.5 2 HºAº

Recuento

(18x40) 00_PLATEA (18x44) 01_PA NLT (18x44) 02_AZ NLT Armazones estructurales (18x46) 01_PA NLT (18x47) 02_AZ NLT Nivel de referencia (18x58)Recuento 01_PA NLT Volumen (18x62) 01_PA NLT 00_PLATEA(18x80)2 0.53 m³ 01_PA NLT 01_PA NLT (18x80)23 5.13 m³ 02_AZ NLT 02_AZ NLT (18x84)8 2.54 m³ 01_PA NLT 01_PA NLT 0.58 m³ (18x94)2 02_AZ NLT 02_AZ NLT 6 1.23 m³ (18x108) 02_AZ NLT 01_PA NLT 6 2.45 m³ (20x40) 00_PLATEA 01_PA NLT 2 1.21 m³ (24x40) 00_PLATEA 01_PA NLT 1 1.07 m³ 00_PLATEA 02_AZ NLT (30x40)3 2.68 m³ 00_PLATEA 01_PA NLT (50x40)1 0.35 m³ 01_PA NLT 02_AZ NLT (60x24)6 2.72 m³ 01_PA NLT 02_AZ NLT (80x14)2 2.16 m³ 20211.26 m³ 00_PLATEATotal general: 78

2 HºAº

Nivel de referencia

Tipo

LOSA H°A°LOSA 02_AZ NLT Suelo: H°A° - 12cm - 14cm LOSA H°A°LOSA H°A° Suelo: - 14cm - 15 cm LOSA H°A°LOSA H°A° Suelo: - 15-cm 18 cm LOSA H°A° 01_PA NLT LOSA H°A° - 18Suelo: cm - 18cm LOSA H°A° 02_AZ NLT Suelo: LOSA H°A° - 18cm - 25 cm LOSA H°A° 01_PA NPT - 25Total cm general: 21

- 12cm 2.76 H°A° m³ LOSA - 14cm 9.01 H°A° m³ LOSA - 15 cm 10.37H°A° m³ 01_PA NLT LOSA - 18 cm 18.52 m³ LOSA H°A° 02_AZ NLT - 18cm 16.79 m³ LOSA H°A° 01_PA NPT - 25 cm 8.05 m³

2.76

9.01

10.3

18.5

16.7

8.05

65.4

65.49 m³

PLANO:

ES ES 102 20 102 2020 FECHA: 20/08/20

ESTRUCTURA_RE ESTRUCTURA_RE AZ- -TP AXOS - TP PLANTAPLANTA AZ - AXOS 1FECHA: : 50 ESCALA: 1 : ESCALA: 50 20/08/20

Luis Mendoza Architect

IS-03

H IS 01 - Tuberìas

1 Tipo de sistema

0.00

Tipo

Material

Tamaño Longitud

Duratop X - MH - 4000 mm ø110

BDA

Tuberia Acqua System Magnum PN25 ø20

p ato ur Boca Dde Acceso

BDA

Duratop X - MH - 4000 mm 1:60 ø110

BDA

1:200

0 -4 H 0 - M 11 ø

-0.10

Tuberia Acqua System Magnum PN25 ø20

Baja CDV

Tuberia Acqua System Magnum PN25 ø25

Tipo de sistema

1:61 1:193

Tuberia Acqua System Magnum PN25 ø25

Baja CLL

Baja CDV

2 Baja CLL

IS-10 1:60

1:60

BDA

Tuberia Acqua System Magnum PN25 ø25

Duratop X - MH - 4000 mm ø110

-0.02

Duratop X - MH - 4000 mm 1:60 ø110

Baja CLL

BDA

AF Alimenta Termotanque

Baja CLL

BDA

AF Lavadero, Cocina, B.PB

0.00

Sube AF Baños PA

-0.10

BDA

San.Sistema Secundario San.Sistema Secundario

Duratop X - MH - 4000 mm ø110

1:60

Sin definir Sin definir

IS-09

Duratop X - MH - 4000 mm Duratop X - MH - 4000 mm Duratop X - MH - 4000 mm

DURATOP DURATOP DURATOP

ø50 ø63 ø110

1:200

IS-09

Familia

Tipo

DURATOP X - Sifon de pared para lavarropas DURATOP X - Sobre pileta de patio C-Sal. 110 C-6 Ent. 40

DURATOP X - Rejilla ECO DURATOP X - Sobre pileta de patio C-Sal. 110 C-6 Ent. 40

Sin definir DURATOP X - Sombrerete Sin definir: 23 Ventilación DURATOP X - Sombrerete Ventilación: 1 Total general: 94

1:60

ø40 ø50 ø63 ø110

San.Sistema Secundario: 18 Sin definir DURATOP X - Marco metalico con reja acero inoxidable Sin definir DURATOP X - Pileta de patio 110 C-Sal. 63 C-5 Ent. 40

AF Caldera

ø63 ø110

DURATOP DURATOP DURATOP DURATOP

San.Agua Acqua System - Valvula esferica Caliente San.Agua Caliente: 10 San.Agua Fria Acqua System - Valvula esferica San.Agua Fria Acqua System - Valvula esferica San.Agua Fria Plumbing_Valves_Altech_Ball-Bick-Cock-Valve-B rass (1) San.Agua Fria Plumbing_Valves_STH-Comap_FILTRO-Y-LATO N-H-H_SPA San.Agua Fria Valve-Ball-Apollo-Bronze-3_Piece-Full_Port-Thre aded-82_100 San.Agua Fria: 28 San.Agua Fria M_Meter_Water_MEPcontent_Unspecified Acometida San.Agua Fria Valve-Ball-Apollo-Bronze-3_Piece-Full_Port-Thre Acometida aded-82_100 San.Agua Fria Acometida: 2 San.Pluvial DURATOP X - Boca de desague de balcon horizontal San.Pluvial DURATOP X - Boca de desague de balcon vertical San.Pluvial DURATOP X - Boca de desague de ducha horizontal San.Pluvial: 12 San.Sistema DURATOP X - Boca de desague de ducha Secundario horizontal San.Sistema DURATOP X - Kit rejilla 8x8 Secundario San.Sistema DURATOP X - Kit rejilla 12x12 Secundario San.Sistema DURATOP X - Pileta de patio 110 C-Sal. 63 C-5 Secundario Ent. 40

Tuberia Acqua System Magnum PN25 ø20

Baja CLL

DURATOP DURATOP

Duratop X - MH - 4000 mm Duratop X - MH - 4000 mm Duratop X - MH - 4000 mm Duratop X - MH - 4000 mm

Duratop X - MH - 4000 mm ø110

00 PB_NPT_Instalación 1/50 1 Sanitarias 1 : 50

Floorplan - Plumbing

ASIGNATURA:

OBRA:

ALUMNO:

AS3

CARRERA DE ESPECIALIZACION BIM

116.47 116.47 77.15 80.88 158.04 9.68 9.68 0.31 99.31 99.62 38.28 0.14 0.33 0.45 39.21 3.16 8.35 4.34 15.86 438.88

IS-02 Accesorios

Duratop X - MH - 4000 mm ø110

IS-03

Tuberia Acqua System Magnum PN25 ø20

Tuberia Acqua System Magnum PN25 Tuberia Acqua System Magnum ø25 Duratop X - MH - 4000 mm Duratop X - MH - 4000 mm

BDA

Tuberia Acqua System Magnum PN25 ø20

Sube AC

Tuberia Acqua System Magnum PN25 Tuberia Acqua System Magnum ø20 Tuberia Acqua System Magnum PN25 Tuberia Acqua System Magnum ø25

BDA -0.05

Duratop X - MH - 4000 mm ø110

1:60 2

Sube AF

Baja CLL

Tuberia Acqua System Magnum PN25 Tuberia Acqua System Magnum ø20

1:200

Duratop X - MH - 4000 mm ø110

Baja CLL

BDA

Duratop X - MH - 4000 mm ø110

Baja CDV

San.Agua Caliente San.Agua Caliente: 137 San.Agua Fria San.Agua Fria San.Agua Fria: 199 San.Agua Fria Acometida San.Agua Fria Acometida: 18 San.Sistema Primario San.Sistema Primario San.Sistema Primario: 60 San.Sistema Secundario San.Sistema Secundario San.Sistema Secundario San.Sistema Secundario San.Sistema Secundario: 98 San.Ventilación San.Ventilación San.Ventilación San.Ventilación: 11 Total general: 523

Modelado de InstalacionesMEP 9 8 7 6

DOCENTE:

Juan Marazzi

DOCENTE:

Leandro Agüero

PLANO:

Proyecto de Instalaciones - MEP Casa en La Lomada

Luis Mendoza

NOTA:

1669 Del Viso / Lote 674

Recu ento

ø20-ø20

Acqua System - Valvula esferica Acqua System - Valvula esferica CS ø1/2"

ø20-ø20 ø25-ø25 ø20

13 2 4

FILTRO Y

ø25-ø25

Valvula Esferica de Bornce 25mm

ø25-ø25

Generic Water Meter

ø25-ø25

Valvula Esferica de Bornce 25mm

ø25-ø25

DURATOP X - Boca de desague ø63 de balcon horizontal DURATOP X - Boca de desague ø63 de balcon vertical DURATOP X - Boca de desague ø40 de ducha horizontal

DURATOP X - Boca de desague ø40 de ducha horizontal DURATOP X - Kit rejilla 8x8 ø40

DURATOP X - Kit rejilla 12x12

ø110

9 1

DURATOP X - Pileta de patio 110 ø110-ø63-ø4 C-Sal. 63 C-5 Ent. 40 0-ø40-ø40-ø 40-ø40 DURATOP X - Sifon de pared ø50 para lavarropas DURATOP X - Sobre pileta de ø110-ø110-ø patio C-Sal. 110 C-6 Ent. 40 40-ø40-ø40ø40-ø40-ø40

DURATOP X - Marco metalico con reja acero inoxidable DURATOP X - Pileta de patio 110 ø110-ø63-ø4 C-Sal. 63 C-5 Ent. 40 0-ø40-ø40-ø 40-ø40 DURATOP X - Rejilla ECO DURATOP X - Sobre pileta de ø110-ø110-ø patio C-Sal. 110 C-6 Ent. 40 40-ø40-ø40ø40-ø40-ø40 DURATOP X - Sombrerete 2 ø55

DURATOP X - Sombrerete 3

ø110

1 2

4 3

AXO - Plumbing

INST. SANITARIAS PB Tuberias - TP ESCALA: 1 : 50

Tamaño

Acqua System - Valvula esferica

IS-02

FECHA: 09/21/20

2020

02 AZ_NLT 6.44

Tuberia Acqua System Magnum PN25 ø20

3.24

9 2

0.14 0.26

0.26

01 PA_NPT 3.24

0.26

IS-09

Regadera Ceratherm 100, Evo Round Duratop X - MH - 4000 mm ø40

0.00

-0.02

00 PB_NPT 0.00

Inodoro- Ferrum Veneto

Section C - Plumbing 00 PB_NPT_Instalación

DURATOP X - Sobre pileta de patio C-Sal. 110 C-6 Ent. 40

IS-09

- Llamada 2 1 Sanitarias 1 : 20 H G F

IS-AXO_DET Tanque + 4 Bombas D

Familia

Tipo de sistema

0.26

0.14 0.26

0.26

IS-09

Valvula Esferica de Bornce 25mm

0.29

Acqua System - Buje de reduccion

Bomba Hidraulica Generica

Valvula Esferica de Bornce 25mm

Bomba Hidraulica Generica

0.26

0.21

0.26

Tuberia Acqua System Magnum PN25 ø25

HG Roscado BSP ø25

9 Acqua System - Codo a 90º con base hembra Acqua System - Codo a 90º con rosca hembra Acqua System - Codo a 90º con rosca macho Acqua System - Codo a 90º-45º Acqua System - Sobrepaso fusion

1.73

Tuberia Acqua System Magnum PN25 ø25

HG Roscado BSP ø25

Filtro Jumbo

Tanque Cisterna-1200lts

Sección 03

1 : 20

Sección 04

1 : 20

0.00

Leandro Agüero

Luis Mendoza

Proyecto de Instalaciones - MEP Casa en La Lomada 1669 Del Viso / Lote 674

NOTA:

INST. SANITARIAS Det - SIst. Suministro de Agua ESCALA: 1 : 20

FECHA: 09/24/20

0.26

IS-09

0.21

Juan Marazzi

DOCENTE:

ø25-ø20

ø20-ø20

ø20-ø20-ø2 18 0 111 ø25-ø20 8 7

Tuberia Acqua System Magnum PN25 ø25

PLANO:

2020

Tipo de sistema

0.26

San.Agua Fria Acometida: 15 DURATOP X - Codo a 45º - 87º30´ M-H DURATOP X - Ramal a 45° - 87°30´ M-H DURATOP X - Reductores HG.Bujes de Reducción TupyBSP San.Pluvial: 51 DURATOP X - Codo a 45º - 87º30´ M-H DURATOP X - Ramal a 45° - 87°30´ M-H DURATOP X - Ramal a 87º30´ con ventilacion simple y reducida DURATOP X - Reductores

Tamaño

HG.Bujes de Reducción TupyBSP San.Sistema Primario: 41 DURATOP X - Codo a 45º - 87º30´ M-H DURATOP X - Ramal a 45° - 87°30´ M-H HG.Bujes de Reducción TupyBSP M_Sifón P - PVC - Serie 40 - DWV

9 59 San.Sistema Secundario: DURATOP X - Codo a 45º - 87º30´ M-H 2 IS-09 invertido DURATOP X - Ramal

DURATOP X - Kit rejilla 12x12

OBRA:

ALUMNO:

CARRERA DE ESPECIALIZACION BIM

Modelado de Instalaciones- MEP

DOCENTE:

Juan Marazzi

DOCENTE:

Leandro Agüero

Luis Mendoza

Sección 03 1 : 20

ø110-ø110- 1 ø110-ø50 ø110-ø63 1 ø110-ø63

ø40-ø40

Duratop X - MH - 4000 mm ø110

41 54

Duratop X - MH - 4000 mm ø110

ø40-ø40-ø4 2 0 ø50-ø40 1 ø40-ø40

2 59 9

San.Ventilación San.Ventilación

INST. SANITARIAS SECCIONES-TP Filtro Jumbo ESCALA: 1 : 50

Cisterna-1200lts

San.Sistema Secundario San.Sistema Secundario San.Sistema Secundario San.Sistema Secundario

Lavamanos - Vomano Basin

ø110-ø110- 1 ø50 10 87 ø40-ø40 1 88 531

HG Roscado BSP ø25

ø25 Proyecto de Instalaciones - MEP Jumbo Casa enFiltroLa Lomada Tanque 1669 Del Viso / Lote 674

NOTA:

San.Sistema Primario San.Sistema Primario San.Sistema Primario San.Sistema Primario San.Sistema Primario

ø110-ø110- 5 ø110 ø110-ø63 8 4 51 ø110-ø110 24

PLANO: Tuberia Acqua System Magnum PN25

AS3

San.Pluvial San.Pluvial

Callout - Floorplan Bathroom

AXO - Bathroom Detail

Tuberia Acqua System Magnum PN25 ø25

HG Roscado BSP ø25

ASIGNATURA:

San.Pluvial

Bomba Hidraulica -

Bomba Hidraulica Generica

15 34

San.Pluvial

Generica San.Ventilación: 10 Duratop - Cabezal Hembra Valvula Esferica de Sin definir Bornce M_Sifón P - PVC - Serie 40 - DWV 25mmSin definir Sin definir: 88 Valvula Esferica de Bornce 25mm Total general: 531

Valvula Esferica de Bornce 25mm

0.29

DOCENTE:

OBRA:

San.Agua Caliente San.Agua Caliente San.Agua Caliente San.Agua Caliente San.Agua Caliente San.Agua Caliente San.Agua Caliente

San.Agua Caliente: 111 Acqua System - Buje de reduccion San.Agua Fria Acqua System - Codo a 90º con rosca San.Agua Fria hembra Acqua System - Codo a 90º con rosca San.Agua Fria ø20-ø20 7 macho Acqua System - Codo a 90º-45º San.Agua Fria 90 Acqua 3System - Sobrepaso fusion San.Agua Fria ø20-ø20 3 IS-09 Acqua System - Tapa San.Agua Fria 4 Acqua System - Te's San.Agua Fria 34 00 PB_NPT_Instalación IS-AXO_DET Tanque + Acqua System - Union doble con San.Agua Fria ø25-ø25 3 Sanitarias - Llamada 2 Bombas 4 tuerca plastica 1 : 20 San.Agua Fria: 156 156 Acqua System - Codo a 90º-45º San.Agua Fria ø25-ø25 10 Acometida 3 Acqua System - Union doble con San.Agua Fria ø25-ø25 5 IS-09 tuerca plastica Acometida

1.73

AS3

0.00

Detail - Tank/Water Supply ALUMNO:

Acqua System - Te's

3.24

Tanque Cisterna-1200lts

Modelado de Instalaciones- MEP

Familia

Recu ento

IS-09

Tuberia Acqua System Magnum PN25 ø25 0.26

Tamaño

Recu ento

IS-09

SIGNATURA:

IS-Uniones de tuberia

FECHA: 09/24/20 Tanque Cisterna-1200lts

Sección 04 1 : 20

IS-03

2020

Lomada House | 25

Garden House Freelane / Complot Arquitectura Faces covered: Develop of Preliminary Porject Location: ValemerĂa - Venezuela. Year: 2016 Built on a plot of 1035 mÂ˛, the project offers a perfect balance between green areas and construction, using solutions commonly found in country houses, to create a relaxing atmosphere in the turbulent and chaotic scene of a big city. The connection between the well-defined volumes of the house and its various green areas is the main agent in the conception of this design. On the ground floor, the first volume combine common areas such as living room, kitchen, barbecue, swimming pool, a front garden and a rear garden that divides the second volume where we find a gym and service areas. Supported perpendicularly on the first, the third volume houses the intimate areas, such as bedrooms and a living room which is connected to a green roof.

Luis Mendoza Architect

| 27

28 | Residential Design

Luis Mendoza Architect

Planta Planta Baja Baja

Ground Floor

Planta Planta Alta Alta

Top Floor

Garden House | 29

TASK AND DUTIES • • • • •

30 | Residential Design

Comprehensive development of the design proposal, from the concept to preliminary draft version documentation. Development of technical documentation in draft versions and schedules. Three-dimensional modeling, rendering, animations and post-production. Exchange with technical assessors, engineers and consultants. Preparation for introduction to the client.

Luis Mendoza Architect

Garden House | 31

Luis Mendoza Architect

Corte A Section A Corte A

Corte B Corte B

Section B

Garden House | 33

Santa Ines Department Freelane / Complot Arquitectura Face covered: Interior Design and Management. Location: Caracas - Venezuela. Year: 2015. Project of 126 m2, which was developed under a premise of fluidity and communication between its spaces, which allow a wider reading. The public areas begin on the entrance hall which contain artistic elements that stimulate the entrance to the house. Then, it is followed by the living-dining room, separated by a space divider, which becomes an auxiliary furniture that reinforces the activities of each area; and finally, we find the kitchen, which looks over the living room through its counter, thus providing opportunities for interaction between the spaces and creating a feeling of spaciousness and fluidity. As for the private areas, they were divided through a plan worked in wood, which controls access to the rooms and dressing rooms, while constituting a beautifying element of the public areas.

34 |

Luis Mendoza Architect

Dept. Santa Ines | 35

TASK AND DUTIES • • • • •

Comprehensive development of interior design, from the conceptual proposal, to the development of a technical documentation for the execution. Preparation of technical documentation, three-dimensional models, mood boards among others. Development of schedules and budgets. Management, supervision and planning of work. Develop of presentations for the client

36 | Interior Design

Luis Mendoza Architect

Dept. Santa Ines | 37

Art is a stimulus to our senses, which is why it raises our quality of life. This thought was the pillar for the development of this department, which belongs to a young couple who arouse great interest in art and especially in high cousine.

38 | Interior Design

Luis Mendoza Architect

| 39

San Bernradino Pent House Freelane / Complot Arquitectura Faces covered: Interior Design ans Management Location: Caracas - Venezuela. Year 2014 The project refers to an architectural adaptation of a 266m2 Penthouse located in the congested area of San Bernardino, Caracas. The recognition of the different textures and materials through the management of light and temperature was the premise of this project, which creates an atmosphere of tranquility and relaxation in harmony with a sophisticated design, which invites the enjoyment of the home as a intimate and resting place. Color temperature, light and shade were important aspects in creating an atmosphere of tranquility and comfort. Walnut, aluminum, stone floor, leather and fabrics are the materials that define this project. These materials show horizontal lines in their arrangement within the space generating a feeling of spaciousness. The choice of furniture, accessories and pieces of art were an important part of the proposal, being thought from the initial stage as elements that would help shape the spatial configuration

42 | Interior Design

Luis Mendoza Architect

Dept. San Bernardino | 43

TASK AND DUTIES • • • • •

44 | Interior Design

Luis Mendoza Architect

Dept. San Bernardino | 45

Photography Definitely, photography represents a fundamental value for the arts that are evaluated by the eye, beyond being an artistic expression in itself, it is also a technique that records an instant of time, it allows the study of the forms that are grouped under the light, and it is precisely this definition that coincides with an essential value of architecture, which was masterfully synthesized by Le Corbucier when he defined architecture as Â¨the wise, correct and magnificent game of the volumes under the lightÂ¨.

Quito - Ecuador. 2014

Varanas - India. 2014

48 |

Luis Mendoza Architect

Hoi An, Vietnam 2015

Photography as a tool for creation, not only because of its possibility of composing, recording and immortalizing, but also as a sensitized component of the eye and its perceptions, which is trained as it explores and discovers new forms of beauty that go unnoticed as a result of time.

Left. Phuket, Thailand 2015

Caracas, Venezuela 2012 | 49

+54 911 53871297 luismendoza888@gmail.com luismendozaarch.myportfolio.com behance.net/luismendozaarchitect issuu.com/luismendozaarchitect @luismendozaarch / @luismg888