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Flores | Campos Portfolio

Selected works 2012 - 2023

Prologue

Architecture is a key tool for life, buildings bond between the people and the built environment. For me, every design, through a progressive process of recording, reflecting, and communicating with the substantial space, is guiding and innovating the way of life. Through my studies at ITESM, I have learned that it is important to take a broad range of issues into consideration in the proccess of design to produce profoundly impressive, intelligent, and functional work. The ability to assemble and to take advantage of important elements from every phase creatively is the key towards an innovative end. It is a willingness to welcome the visitor or the reader who will investigate the infinite layers of meanings behind a project which is the final moment of a complex system. As Glenn Murcutt said,“Most architects who build strange buildings assure that they do it because technology makes it possible. That seems absurd to me. Being able to do something does not legitimize doing it ”. Architecture is not created, it is discovered – the hand will find solutions before the mind can even comprehend them.

Contents

Competitions 01

CIDS: Infonavit

Premio Felix Candela

Juarez community center

Density: transformation of the constructed city, enormus growth where the peripheral zones domain and its urban center loses, Mexico.

The National Museum of Mexican Architecture project takes these echoes of traditional architecture and brings them to great expressive simplicity by translating them through the language of modernity. Exploring Juarez municipality, placing a building which conceptualizes as a multifunctional container, stimulating the community life, Mexico.

Temporary Pavilions 36 The constructive pragmatism of the proposal is based on the delimitation of the space, identifying within it the existing structure, furniture and vegetation that will be used for the development of the pavilion. Clouthier Park

This compositional axis also aims to be a specific visual quality, easily recognizable and easily grouped into the overall pattern of the park.

Professional projects 06

Colonia, mixed-use complex

Sikara, mixed-use complex

Each space has been designed to form a community evolving the Colón area.

A unique proposal of Fashion Park with exclusive avant-garde design of more than 126 thousand square meters of construction. 0

Colonia Showroom

Generated through containers for the Colonias project exhibition.

Other works: Row house

Unifamiliar housing

Nazas Community center Community center

Guggenheim Helsinki museum Design competition

New York sky condo

Competition in Chelsea district,NY.

La Victoria hostel

Ancient building intervention

Juarez Market

Building intervention

Buenos Aires complex

Collective housing

Sergio Flores Campos sergiohflorescampos@gmail.com

Education Instituto Tecnologico y de estudios superiores de Monterrey,Monterrey Mexico Bachelor of Architecture, 2012.08 - 2017.12

The Evergreen State College, Olympia,Washington. Summer session, 2014.06 -2014.08

Professional experience Paramétrico, Monterrey, N.L.

Project Leader| 2021.11.- Present

Gtu arquitectos , Monterrey, N.L. Project Leader| 2018.- 2021.07

Dietmar-Feichtinger architectes, Paris, France. First year architect | 2018.03 - 2018.07

RDLP arquitectos, Monterrey, N.L.

Full-time architect | 2016.12 - 2017.05

OFICIO taller arquitectura, Monterrey, N. L.

Intern architect | 2016.06 - 2016.08

WAM arquitectos, Monterrey, N. L. Intern architect | 2015.06 - 2015.08

EMI edificaciones Monterrey, N. L.

Intern architect 2014.08-2015.06

Design Competitions and awards 1st Prize 1st Prize Best 50 Finalist 1st Prize 1st Prize 1st Prize 2nd Prize 2nd Prize H. Mention Selected Finalist Diploma

Temporary Pavilions, 2021, CANL, regional competition. Temporary Pavilions, 2019, CANL, regional competition. Premio Felix Candela, 2019, “Museo Nacional de Arquitectura en Mexico”, national competition. Clouthier Park Design competition, 2019, SPGG, regional competition. Special group of design 2017 edition, regional competition. Student´s Biennale colective housing, regional competition. Catedra Blanca CEMEX-ITESM 2015 and 2016 edition. Special group of design 2016 edition, regional competition. Orange investments, real state project competition. Student´s Biennale urban planning, regional competition. Best 15 end of career projects in Mexico, national competition. CIDS infonavit,National competition. Student counseil and sports leadership

Publications and exhibitions Mario Pani: arquitectura en proceso

At MARCO (Museum of Contemporary Art), Monterrey, Mexico.

Rio nazas regeneration

At Nave Generadores, Fundidora Park, Monterrey Mexico.

PROYECTA exhibition 2013-2014-2015-2016 and 2017 edition

A semestral exhibition displaying the best design projects at Itesm Architecture School, Monterrey Mexico.

Best 15 end of career projects in Mexico By Arch Daily, Design competition.

CIDS infonavit

By Arch Daily, Design competition.

Student´s Biennale exhibition By Arch Daily, Design competition.

Extracurricular activities Manifiesto: Espacio de arquitectura 2016 (Architecture Symposium, 464 participants) Finances Director

Manifiesto: Espacio de arquitectura 2013 (Architecture Symposium, 434 participants) General Director

Diseño Punto MX (Architecture Symposium, 1235 participants) Sponsorship Coordinator

Architecture student council 2014 Vicepresident

Skills Revit/MEP

AutoCad Adobe creative suite

Languages Spanish (Native) English (Proficient)

SketchUp

Rhino

Lumion

Sketching

Photograp: Sergio Flores Campos

Guided tour by the Architect Agustín Landa Vértiz (1951-2015) in 2014 Multifamiliar Presidente Miguel Alemán, designed by Arch. Mario Pani Darqui 1947-1949.

Acknowledgement I would like to thank. Mr. Agustín Landa Vertíz (1951-2015), Mr. Silverio Sierra and Mauricio Huerta (1993-2014) for sharing their passion for life and architecture with me and for everything they taught me.They are my instructors and my friends who have been helping and encouraging me all along. This portfolio could’nt have been done without their sincere suggestions.

North facade

01 CIDS, Infonavit Monterrey, Nuevo León.

1st prize in students biennale, finalist Infonavit national competition Work: Conceptual design, all drawings and photos

It is known that in many Mexican cities, in this case Monterrey, during the last 20 years have experienced an enormus growth where the peripheral zones grow and its urban center population loses. Ancient neighborhoods are the most affected zones as for population density since its physical and conceptual limits still are without defining. Because of this, Municipal Planification Institute and Monterrey’s Conviviality (IMPLANC) have undertaken the task of regenerating the zone with urban long-term strategies; but in the last years, few interventions have been realized since Ancient Neighborhood is nowadays an acquaintance as a scene enclave of entertainment and night leisure of weekend tied to the drug trafficking and organized crime. Due to these facts, besides other reasons, inhabitants prefer living in the outskirts of town more than in the downtown.

Site Urban issue

Urban sprawl

Solution

Causes 1997 One-family housing preference

2007

Noise-induced

Insecurity

hearing

Overvalued housings

Effects

Monterrey

2017

Downtown Monterrey

Barrio Antiguo

The periphery growth with an average annual rate of 6.0 %. Where the economic housings do not possess the sufficient infrastructure

Viviendas particulares totales: 259 Particulares habitadas 94 Deshabitadas: 165

Center densificationt implementing vertical housing

Barrio Antiguo, Centro de Monterrey. Density problems Barrio Antiguo

Polygon: 28 Ha Population: 224 hab. Density: 11 people / Ha 28

18 min 8 min

10 27

16 min 7 min

11 min 5 min

500 mts

Vivienda

30 10 min 5 min

9 min 4 min

Comercio

29 11 min 4 min

Comercio

7 min 3 min Centro Cultural

50 mts

12 min 5 min

550 mts

Parque Urbano

1 Futura Macroplaza

12 min 7 min

9 min 3 min

800 m

4 min 2 min

Vivienda

600 m

Parque Urbano

4 8 min 3 min 12 min 5 min

6 min 2 min

Vivienda

400 m 36

2 min 1 min

200 m

Caso 2

100 m

6 min 4 min

Caso 4

9 min 3 min

4 min 3 min

2 min 1 min

Comercio

Caso 3

20 mts Caso 1 16

Parking spaces

Site

Barrio antiguo

Secundary sites

Selected sites

Crosswalk corridor

landmarks

Área Cajones

24,576 1985

Ocupación

76%

Resident services

Future use

Public parks

1- Central library Fraycervando Teresa de Mier 2- Morelos commerce avenue 3- Dulces Nombres chapel 4- Monterrey casino 5- Nuestra Señora de Monterrey Cathedral 6- Monterrey Merchant circle 7- Antonio Paduas chool 8- Condominios Constitución 9- Art corridor 10- Mexico corridor 11- Normal Superior Profr. Moisés Sáenz Garza school 12- Profra. Julia Garza Almaguer school 13- Explanada de los Héroes 14- Santa Lucía esplanade 15- Santa Lucía forum 16- Gas station Pemex 17- Nuevo Leon state congress 18- Regional Delegation of Infonavit 19- La Capital 20- Macroplaza

2030

Estimated time

21- Barrio Antiguo market 22- Mexican history museum 23- Noreste museum 24- Culturas Populares state museum 25- MARCO museum 26- Monterrey metropolitan museum 27- Government palace 28- Sagrado Corazón de Jesús cathedral 29- Hidalgo square 30- Poder Judicial del Estado de Nuevo León 31- Monterrey city hall 32- Nuevo León civil registration 33- Santa Lucia river 34- Sedesol 35- National Union of Education Workers Section 21 36- Super Leal 37- City theater 38- Divina Providencia temple 39- High Court of Justice

Mobility

Design concept 1- Modulation

2- Urban Voids

“Barrio Antiguo” is mostly known as the first block of Monterrey, and it is a part of the Historical Center of the city. From the start, the urban planing for these first blocks, the streets were organized in a reticular pattern that follows the noth-south orientation.

Due to the high violence ratings of the last years and due to the high number of residents moving outside the center of the city, Barrio Antiguo, has become an underused area and has been undergoing a stage of degradation in its population density, which generates a deficient organization of uses of land, abandoned housing and urban voids of various dimensions.

3- Distribution

4- Minimal housing module 1.15

Frente Variable Housing

Fixed back

Communal Area

Housing Green area Housing Housing

The solution to the project takes advantage os the block’s arrangement with its fixed back, defining the inhabitable spaces to each 10 meters, where the housing bloacks and green areas can be developed.

2 Modules

3.30

Service Area

3.30

Flexible

3.30

Communal

Living Room

Bedroom

Bathroom / Bathroom

Dining Room

Studio

Kitchen / Bathroom

Living / Dining

Living / Dining Room + Terraza

Terrace / Future expansion Expansión

Kitchen

Terrace / Future Expansion

Bathroom

Stairs

6- Adaptability

1 Modules

5- Replicability and Flexibility

3 Modules

Flexible

Service Areas

Once the spaces are distributed, a minimum housing type was designed based on a module of 3.30 meters wide, where the dwelling can be inhabited with the minimum necessary spaces in relation to the established architectural program. Also, thanks to the flexibility of the module, it is possible to adapt several cases where the housing responds to the economic, social and / or personal needs of the resident. The communal module when expanded can become a flexible module.

*When the back is irregular, the green areas adapt to the dimensions.

Variable facade

Flexible

3.30

Given that “Barrio Antiguo” has blocks that vary in its front, the type of housing adapts to grow the module or completely replicating the house. Consequently, different typologies of housing are born and can be adapted to fronts of 1, 2 and 3 modules and thus, significantly increase the density per unit of housing.

Once the modules are established, the complex can develop through the diverse urban voids and empty lands providing users with high quality space and an environment worthy of its context. In the same way, this type of housing can be replicated in the different states of Mexico with similar situations adapting with its architecture, materiality and surrounding environment.

Typologies Void sections Void sections

Housing typologies

1 Void C1-01 38 m2 $ 433, 333 MXN

Ground [ha]= 0.00776223 Apartments [viv]= 6 Inhabitants [hab]= 28 Density [viv/ha]= 772.973 Density [hab/ha]= 3601.21

2 Dorms Kitchen Bathroom Dining room Living room Terrace 6 m2

E C1-01 First floor

C1-01 E

C1-02 60m2 $ 523, 330 MXN

C1-02 First floor

2 dorms Kitchen 2 1/2 Bathrooms Living room Dining room 2 Terraces 6 m2 2 Terraces 6 m2 c/u c/u

C1- 1 Void

C1-02

C1-First level (flats) -First level (flats)

Ground [ha]= 0.015552446 Apartments [viv]= 8 Inhabitants[hab]= 36 Density [viv/ha]= 515.3158 Density [hab/ha]= 2318.92

E C1-02 Second floor

C2-01 48 m2 $ 483, 333 MXN 2 dorms Kitchen Bathroom Living room Dining room Terrace 6 m2

C2-01 First floor

C2-01

C2-02 75 m2 $ 633, 333 MXN $ 633, 333 MXN 3 dorms Kitchen 2 1/2 Bathrooms Living room 2 1/2 Bathrooms Dining room Terrace 11 m2 Terrace 11 m2 -Second level flats C2-Second level flats

C2-C22 Voids 2 Voids

C2-02 First floor

C2-02

C2-02 Second floor

C3-01 65 m2 $ 613, 333 MXN 3 dorms Kitchen 2 Bathrooms Living room Dining room Terrace17 m2

Ground [ha]= 0.02328669 Apartments [viv]= 8 Inhabitants[hab]= 56 Density [viv/ha]= 343.54 Density [hab/ha]= 240.81

C3-01

C3-01 First floor

C3-02 75 m2 $ 633, 333 MXN 4 dorms Kitchen 2 Bathrooms Living room Dining room Terrrace 6 m2

C3-02 C3-02 Second floor

C3-03 75 m2 $ 623, 333 MXN 2 dorms Kitchen Bathroom Living room Dining room Terrace 6 m2

C3-03

C3-Second levellevel flatsflats -Second

C3 - C3 3 Voids - 3 Voids

C3-03 First floor

C3-03 Second floor

2 Voids

Void solution

First floor

C1- 2 vertical voids

C2-2 vertical voids joined

vertical voids

-2 vertical voids joined

C1- 2 horizontal voids

Caso 1- 2 vertical voids joined in a corner

Caso 2- 2 vertical voids

C2- 2 horizontal voids

-01 First floor

-02 Second floor

-03 First floor

-03 Second floor

C3- 2 vertical voids

C3- 2 horizontal voids

Caso 3- 1 horizontal void in a corner

Site Case #4 Horizontal void

After analyzing the diverse chosen lands, 4 were chosen for the Case as the area selected for his architectural development as a building of high density of three you were squeaking of a lot in horizontally. This selection was based on its different advantages as: dimensions (10 x 23 mts), location opposite to a principal artery (Padre Mier) and to 50 mts a pedestrian commercial street (Morelos), need demolitions to initiate his construction, its location in a land of low value, his nearness to stops of autobus and meter, and sufficient hassock (8 meters) to improve the urban conditions of the inhabitant. After adapting the minimal housing module, there were formed 8 housings with three typologies of housing inside the set which, in this case, look for the major possible densification of this development habitational as the first step to an urban environment recovery strategy . In the same way, the set seeks for one to generate a collective environment on having proposed a terrace of conviviality apergolada for different uses. Finally, the building is ruled in red brick as a universal and amicable material with any proposed environment.

Site

Commerce

Services

Unifamiliar housing

Education buildings

Urban voids

Green areas

Urban trace

High value

Average value

Low value

Set of plans

Ground floor

Before and after 0

Level 1-2 0

Level 3

Level 4

Level 5 0

Before

After

Common 0

0 0

Set of plans

North elevation

Longitudinal section

Dining and living room

South Facade

02 Felix Candela Prize CDMX, Mexico.

Selected as one of the top 50 out of 1600 participants in a FAE National competition Work: Conceptual design, all drawings and photos

The history of Mexican architecture starts from and is characterized, as is the history of the country itself, by the miscegenation product of the synthesis of two cultures: the Spanish and the native Mexican.This mixture, however, not only combines peculiarities of each civilization, but also finds several points in common that are strengthened in order to lay the foundations of what we know today as Mexican architecture. The National Museum of Mexican Architecture project takes these echoes of traditional architecture and brings them to great expressive simplicity by translating them through the language of modernity. Its configuration is based on the superposition of elements such as the patio and the porticoes, as well as a structural and material proposal that allows the tectonic and program distinction between each of the bodies that make up the project. The building is located in the Historic Center of Mexico City, an urban context characterized by the diversity of architectural monuments, and steeped in the idiosyncrasy of the capital. The Palacio de Bellas Artes, its most notable neighbor, serves as a starting point to establish the first design gestures of the project, always seeking to generate a dialogue that allows the building to settle in the best possible way on the site. The museum brings together in its design premises the generation of spaces for both a museum collection and spaces for social, commercial, artistic and economic exchange, developed in a central body and 2 lateral wings respectively.

Design Process

Fine arts building Fine Arts, starting point for planting the project. Symbol of cultural enhancement, the project seeks to dialogue with its architectural and cultural disposition to locate and develop in the best possible way on the site.

Site

For the wings, a compositional scheme is proposed that consists of rectangular plants with simple front arches, which achieve a compartmentalized spatial regulation that gives rise to spaces linked to the outside, but which are modulated according to the human scale. This composition is complemented by the appearance of an interior patio in each wing, spaces for contemplation with atmospheres of peace and tranquility, achieved thanks to the deliberate unevenness that occurs in these areas.On the other hand, the central building consists of a suspended element that develops around a central core of reinforced concrete from which a series of steel trusses and tensioners emerge. This core functions as the guiding axis of the building, since it encompasses the vertical circulations in its interior and supports the slabs on which the architectural program is developed. A double façade made up of a first glass skin prior to the structural “layer” allows regulating the entry of natural light into the exhibition rooms, as well as providing an effect of lightness to the volume. Under the central body and between both wings there is a square that serves as a connecting element with the street and with each building in the project. This square is partially protected by the projection of the central building, and invites through a set of levels and transitions to access the different components of the project.Finally, the apparent concrete materiality of the wings emphasizes the solidity in the periphery against the ethereal mass in the center, achieving a whole that, despite its compositional differences, manages to be harmonious and balanced.

The Historic Center of Mexico City is an architectural mosaic within which all its parts coexist in perfect harmony at the same time that they converse with the passerby. Representing different historical and stylistic periods, buildings such as the colonial Templo de la Santa Veracruz and the postmodernist Conjunto Juárez symbolize the spirit of the proposal presented: the expressive and grounded synesthesia of elements from yesterday and today in a contemporary and perennial language result.

Ground Floor A central body and two lateral wings are located on the ground in such a way that a permeable project is achieved, with a direct connection to the street, and with two patios and a central plaza as contained exterior spaces that reinforce the idea of relationship with the context and its actors.

Structure A suspended body, with a light appearance, and a protector of the space in the central square, thus stands at the core of the project. A central core is organized from a radial structure that allows suspending the building slabs and incorporating a double skin that protects the interior of the work exhibited in rooms.

Access The incorporation of a series of game levels and transitions invites the visitor to access and discover in an organic way the different components of the project.

Portico In the wings, 2 arcaded levels with simple arches allow the project to open onto the street and invite pedestrians to walk through its squares and explore its rooms and galleries.

Tectonics The articulation between two bodies with great tectonic presence and a lighter one emphasizes the play of contrasts, expressive simplicity and synthesis between the elements.

Longitudinal section

Program

Central body For the museographic program, it was decided to support the layout of the exhibition halls in the work of the architect Enrique X. de Anda, a scholar who has devoted his career to the history of the architecture of our country and who organizes chronologically, which at the time is evolutionary, its development. Considering that this is the best way to tell and understand our architectural history, the program of the central building has been organized as follows: S1: Access, lobby and ticket office. Rooms: N2: Pre-Hispanic Architecture. N3: Architecture of the Viceroyalty. N4: Architecture of Academicism. N5: Post-revolutionary Architecture. N6: Modern and Contemporary Architecture.

L6 L5 L4 L3 L2

Side wings Spaces for social, commercial, artistic and economic exchange:

A S1: -Audience. -Audiovisual rooms. PB: -Temporary exhibitions. N1: -Administrative area. -Museum library. N2: -Individual study rooms. -Collaborative study rooms.

B S1: -Workshops. PB: -Commercial area: cafes, museum shop, restaurants. N1: -Academic exhibitions and competitions. N2: -2 event rooms.

Exhibition hall

East Facade

Floor plans

AUDITORIO

TALLERES

ALMACEN

RECEPCIÓN

ALMACEN

TALLERES

SALAS AUDIOVISUALES

1.0

8.0

0.0

3.0

Basement floor plan

EXPOSICIONES TEMPORALES

TIENDA DEL MUSEO

EXPOSICIONES TEMPORALES

CAFETERÍA

1.0 0.0

8.0 3.0

Ground Floor

SALA DE ESTUDIOS INDIVIDUAL

SALÓN DE EVENTOS

SALA: ARQUITECTURA PREHISPANÍCA

SALA DE ESTUDIOS COLABORATIVA

SALÓN DE EVENTOS

1.0 0.0

8.0 3.0

Floor plan L1

Exhibition room

SALA: ARQUITECTURA MODERNA Y CONTEMPORANEA

Floor plan L6

1.0 0.0

8.0 3.0

Cross section

West view

03 Juarez comunity center 2016, Juarez,Nuevo Leon (Mexico)

1st Prize, Catedra Blanca CEMEX-ITESM and Selected one of the best end of career projects in Mexico by Arch Daily and Honorable mention in students biennale Work: Conceptual design, all drawings and photos Monterrey’s Metropolitan Zone, to 20 Km from its center, this community center takes place. The building conceptualizes as a container for diverse types of activities, stimulating the community life and promoting the interaction between the community members, and at the same time, offering activities of social development and local cooperation inside a main plan of intervention for a zone of high density inside the municipality. By means of a structure consisted of girders and columns of steel like industrial ship, it is developing different spatial schemes to shelter diverse activities so that they relate between yes, and in turn, to the urban fabric and the public space that is delegated to the most public zone of the land and is kept opened for the user.

Site

Santa catarina river

Monterrey Metropolitan zone

Polygon A Juarez municipality

Polygon B Lomas del Sol community

Zoning To begin, a schematic zoning identification took place to determine the necessities of the area.

Urban conection

Lackness

The diagram shows the nearby points of interest in the area and the distance between them.

After the identification of the defficiencies of the zone, the most critical points are located.

Design process

Master plan

5 The site is identified and divided into three sections to analyze closer.

4 2

Community center

Future buildings

Community center, private area

Downtown connection

Community center, public area

2. Esquemas de Movilidad

Mobility

Lineal park

Sections

Cross section through administration area (A)

Cross section through central courtyard (B)

Cross section through secondary access (C)

Cross section through workshops (D)

Cross section through service area (E)

Cross section through library (F)

Floor plans

Ground floor plan

Cross section

Axonometric projection

Multipurpose Space

SERVICIOS ÁREA EDUCATIVA ÁREA OFICIOS COMEDOR ÁREA CULTURAL ASISTENCIA SOCIAL

Workshops

Library Patio

Floor plans

Level 1 floor plan

Cross section

Constructive detail

Multytecho sheet: rigid polyurethane foam core with two faces of ternium pintro color white duraplus. Thickness 4”, 26 gauge.

Monten Grid: Steel profile A36 8”x3”, 10 gauge with double layer of Comex Oyster White paint.

Slab: Reinforced concrete slab 10 cm thick, electrowelded mesh 6-6 / 10-10. With preparation for polished concrete finish.

Structure: Columns and steel beams A36

Dividing walls: Walls of conventional porous brick half unit 12x24x6 cm applied with mortar ratio 1: 4. Concrete slab: Reinforced concrete 10 cm thick, electrowelded mesh 6-6 / 10-10. With preparation for polished concrete finish.

Public areas

Modules

Workshop I

Workshop II

Restrooms

Storage

Classroom+corridor II

Classroom + patio

Workshop I

Classroom type II

Administration

Classroom + Corridor

Open classroom

Kitchen+ dining area

Lateral Access

aerial view

04 Temporary Pavilions Monterrey, Nuevo León.

1st Prize, Temporary Pavilions, 2019, CANL, regional competition. Work: Conceptual design, all drawings and photos

The city in which we live today should not expand without restructuring, it requires finding mechanisms that allow the reuse of spaces, buildings and structures, but it also needs to find ways that reduce and compact its fabric. Starting from this premise, the FORUM-01 pavilion arises from a very clear intention: to modify the site in which it is located to the least extent. The constructive pragmatism of the proposal is based on the delimitation of the space, identifying within it the existing structure, furniture and vegetation that will be used for the development of the pavilion. With a minimum incorporation of external resources, a roof is created that starts from a proposed central nucleus and that is supported by the steel frames that rest on the forum to take its distinctive shape, the result of the perfect synthesis of the pavilion with the space in it. that rests.

Forum-01 Pavilion 10

9 8

4.83

7 4.83

3 4.8

6 3 4.8



4.8 3

4.8

4.8 3

4 4.83

4.83

3 4.83

---

10 m

3 4.8

Under the roof, an atmosphere is created that encourages meeting and exploring what takes place in it, with total flexibility to host activities of all kinds, from exhibitions to theatrical performances.

4.83 4.83

18 17

Design Concept

Delimitation

Adaptation

Structuring

The space on which The roof begins to The central structure is the intervention is be located, taking the located and its operation is defined. going to be defined is existing elements on the site as a guideline. defined.

Projection

Cover

Forum-01

The space to be covered begins to be specified.

The roof has been determined and is ready to be synthesized with the existing structure on the site.

Pavilion and site as one, complement each other and create a space in which the user would have multiple activities.

Forum-01, pavilion that: Accesible, It has no barriers or imposes them, it is completely permeable and invites all types of users to develop within it.

Build relationships with users, it is a space to share inside and outside of it, and exchange activities and opinions.

Carry out an adequate reading of the existing to identify the architectural figures that are presented and understand them as such.

Dialogue with what exists, does not ignore it. It incorporates the preset elements of the site and makes them stronger with its presence.

Program Promoting mobility, culture and recreation. The following are some of the applications that the flexibility of the project allows:

Light and shadow

Expositions

Public market

Amphitheater

Reading area

Sections

West facade

Cross section

Constructive detail

X140 Hook for cables welded to upper barrel of metal column to hang tension cables.

X140 22x100 closed eye bolt for fastening to existing frames on site.

X8 200 liter metal barrel with welded clamping ring and crosshead cutter. X7 Recycled metal barrel sheet-based clamping ring welded to barrel bottom end with crosshead gaps.

X140 Line of 24 linear meters of 10mm reinforced elastic cord.

X8 Profile PTR 2X2 ”cal. 12 as a crosshead joined by a 15cm and ½ ”diameter bolt with 6x6” plates to hold mesh welded to the ends.

X35.7 m2 Electrowelded mesh 6x6 / 10-10 cal. 10 in sections of 1.70m in diameter. Height 85 cm. Attached to spreaders.

X128 2 ”long ½” bolt for electro-welded mesh clamping plates.

X8 40kg sand bag for counterweight on column base.

Frame connection detail

Replicability

Pavilion 02: Adolfo Prieto Esplanade (Next to the Historical Archive)

Pavilion 03: Esplanade Access A1 (Next to Cintermex and Holiday Inn)

Pavilion 04: Plaza Peñoles (Next to a sculpture by Mathias Goeritz)

Pavilion 05: Fundidora Terrace (Next to the parking lot)

The road as a unifying element and a possible extension. The majority of green areas are concentrated in La Calzada and in the central sectors, this with the intention in addition to making their maintenance more efficient and economical.

Concept diagram

05 Clouthier Park Monterrey, Nuevo León.

Finalist, in Clouthier Park reactivation competition, 2019, CANL, regional. Work: Conceptual design, all drawings and photos

Located in the northwestern tip of the municipality of San Pedro, and located within a large urban development, the CLOUTHIER PARK has the vocation of linking and bringing together the inhabitants of the area to promote their recreation and coexistence, and it is precisely the exploit these characteristics the goal of the intervention proposal presented below. The first specific intervention action consists of the implementation of a clean, simple and legible plot that contributes to the experience of the park user. For this, the simplification of the circulation is proposed through the incorporation of a formal axis that serves as a unifying element of each of the sections of the park: La Calzada. This compositional axis also aims to be a specific visual quality, easily recognizable and easily grouped into the overall pattern of the park. On the other hand, nodes or strategic points are implemented at the intersections through which the park can be entered. These constitute conuences, meeting points and transversal connections that promote circulation and that will provide greater permeability to the project.Once the circulations are regenerated, the components to be conserved (sports fields, equipment, squares and existing roads) and the areas whose character will be predominantly vegetation or abundant in contrast to others. This is how recreational areas will be differentiated from those for leisure, walks and relaxation. In this way, the majority of green areas are concentrated in La Calzada and in the central sectors, this with the intention in addition to promoting and economizing their maintenance.

1 Concrete benches

2 Gardens

3 Flows

4 Reticula

Meeting points where various activities can be carried out. Not limiting the user is essential for the evolution of a space.

5 Water mirror

6 Threes

The road is an important element, since many activities can be carried out on it and it marks the user in a clear direction.

Pavilion

Oro

In sectors with a steeper slope, it is elements that serve the user, such a spaces.

1 Circular Bench

Transitions

Space delimitation

4 6

5 5

Creative activities furniture

Reading furniture 6

These meeting points can be delimited in many ways. Elements can be used, different flows. You can take advantage of the subsidence of the site to create different spaces.

Games furniture

Furniture

Games furniture

Transitions:

Flows:

4 5 6 7

Flexibility in the design of the sidewalks in relation to the street is important, as it can be adapted to the existing elements on the site.

La Calzada is protected by a strip of vegetation that isolates users from the bustle of vehicles.

It is important that sports spaces are surrounded and spaces where people can witness the events

Transitions: 1 2

The incorporation of elements such as benches is one more option that explores La Calzada's relationship with the street.

The existing indoor meeting spaces are redesigned to serve as children's play areas protected from the street and providing security for small users.

Barrier effect

Transitions

The incorporatio the diversity of a

Consider the use of elements such as gabions to create spaces that promote a sense of community for users.

Development of vegetated stairways that allow the user to interact in shady public spaces.

s important to design as planters and leisure

Amphitheater

The generation of uneven spaces is important for the user experience, since they evoke different sensations in it.

Graphic scale

0 km

100 km

6 Stage

Flower pots Table

d by vegetation s and enjoy the

on of elements that serve as a physical barrier allows activities and transitions within the project.

Social events 4 2 1 Expositions

Board games

A platform game allows the creation of interspersed spaces that can host a series of activities that promote exchange

Public market

South View

08 Colonia

Monterrey, Nuevo León.

Constructor: Plate,Monterrey, Nuevo León. Design: Parametrico, Monterrey, Nuevo León. Work: As a project leader, Conceptual design, construction design,engineering coordination, dealing with supliers, all drawings and photos. Status:Under construction A mixed-use project designed by experts with the aim of offering its inhabitants a balanced life in connection with the city. Each space has been designed to form a community evolving the Colón area.

Floor plans E-E

AB-3-02

D-D

AB-3-03

B-B

AB-3-01

LP 5.10

8.70

81.00

8.70

6.30

AA-2-02

E-NTE

NBQ

536.76 (-0.61)

1.29

536.68 (-0.70)1.29

NAV

13121110 9 8 7 6 5 4 3 2 1

-0.66

SUBESTACIÓN

NPT

4.35

NPT

+0.30

NAV

HERRERIA ABATIBLE

NPT

+0.30

+0.55

USOS MIXTOS, AV. COLÓN, MONTERREY, NUEVO LEON.

14151617181920212223242526

-0.82

4.35

NPT

-0.20 AUTO

ESCALERAS (PROYECCIÓN A FUTURO)

COMPACTO

NFT

NOTAS GENERALES

-0.10

NPT

-0.05

248.30 M2 LC-8

NPT

+0.30

NAV

NPT

+0.30

NPT

DESARROLLO: 7.30 MTS PENDIENTE 12.30%

9.30

+0.40

-0.05

N1.0

H: 1.65 MTS DESARROLLO: 26.70 MTS PENDIENTE 6.20%

-0.60

NSLE NPT

NPT

NAV

-0.80

9.30

0.00

+1.95

NPT

+0.30

NPT

-0.20

NPT

NFT

-0.10

121314151617181920 2122

s 1110 9 8 7 6 5 4 3 2 1

7.30

NPT

-0.35

+0.85

H: 1.00 MTS DESARROLLO: 8.50 MTS PENDIENTE 11.75%

NSLE NPT

23 22 HERRERIA ABATIBLE: ACCESO POR SOTANO 1

NSLE NPT

NPT

A-A

NFT

AUTO-0.18 COMPACTO

-0.05

N1.5

E-PTE

NSLE

+0.40

8.30

AUTO COMPACTO

131.20 M2 LC-1

127.90 M2 LC-2

131.20 M2 LC-3

+0.35

+0.15

NPT

NSLE

NPA

H: -0.225 MTS DLLO.: 3.60 MTS PENDIENTE 6.25%

+0.40

NPA

NPT

-0.12 AUTO COMPACTO

9.30

+0.375

NPT

-0.175

+0.35

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

NFT

N.F.T:

NIVEL DE FIRME TERMINADO

-0.10

NPT

N.S.L:

NIVEL SUPERIOR DE LOSA

-0.05

N.S.L.A:

-0.05

NIVEL INDICADO EN PLANTA

NAV

0.00

57.80

NIVEL INDICADO EN CORTE/ALZADO

-0.68

CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

NFT

D-X

-0.10

XX-XX-XX

NPT

-0.05

NAV

E-X

-0.67

XX-XX-XX

8.30 C-X

XX-XX-XX

NSLE

+0.15

NPT

NSLE

+0.40

131.20 M2 LC-4

127.90 M2 LC-5

131.20 M2 LC-6

-0.05

NSLE

+0.20

NSLE

NPT

+0.20

0.00

NSL 0.00

NSLE

NPT

0.00

AUTO COMPACTO

NPT

0.00

NPT

REVISIONES

-0.20

NFT

-0.10

NPT

+0.40

NSLE

NPT

+0.35

+0.375

NPT

NSLE

+0.375

+0.15

NPT

NSLE

+0.175

NPT

+0.15

+.025

-0.05

+0.175

NPT

NSLE

-0.025

-0.05

NPT

DESARROLLO 4.50 MTS NBQ NPT -0.52 PENDIENTE 8.88% -0.45

NPT

-0.025

NPT

-0.175

+0.20

S 1 2 3 4 5 6 7 8 9

4.525

NSLE

FECHA

9.30

NPT

-0.05

NPT

+0.375

+0.225

18 17 16 15

23-04-2020

NAV

-0.67

09-07-2020

-0.175

17-08-2020

NPT

121314

NPT

ALCANTARILLA 5.33 NAV EXISTENTE -0.335

+0.25 B

28-08-2020 30-09-2020

4.525

NSC

14-10-2020

+0.24

ESCURRIMIENTO DIAGONAL

+0.10

+0.13

+0.25

5.10

+0.15

NPT

+0.27

8.70

+0.11

+0.07

+0.21

+0.11

8.70

NAV

-0.35

8.70

NPT

-0.35

-0.40

24-11-2020

B-B

AB-3-01

NAV

NPT

NAV

-0.37

NBQ

NPT

NAV

-0.44

NAV

-0.47

NAV

-0.51

NAV

-0.57

-0.50

NAV

ARQUITECTONICO ESCALA: 1:125 FECHA: 18.12.2020

10mts

NAV

-0.67

Ground floor plan

-0.30

AB-3-02

E-E

8.70

PLANTA ARQUITECTÓNICA PB

D-D

AB-3-03

B-B

AB-3-01

1 5.10

AA-1-02

-0.665

-0.66

-0.67

0 1

-0.30

NAV

-0.41

NCA

ESCALA GRAFICA

-0.20

NAV

-0.32

536.92 (-0.46)

NPT

6.30

-0.45 -0.15

NBQ

-0.41 -0.26

8.70

NAV

NPT

-0.37

D-D

-0.28

NPT

AB-3-02

NAV

-0.33 -0.21

E-E

NAV

-0.13

NBQ

NPT

AB-3-03

NBQ

NPT

-0.29

-0.25 -0.24

8.70

NBQ

-0.11

NPT

-0.27

E-SUR

AA-2-01

81.00

-0.26

NPT

-0.21

-0.17

-0.09 -0.19

-0.11

8.70

NPT

-0.05

-0.01

-0.05

NPT

+0.25

NBQ

23-10-2020

H 4.13

NDJ

ESCURRIMIENTO DIAGONAL

0.00

+0.15

537.38 00.00

ESCURRIMIENTO DIAGONAL

NPT

+0.16

NPT

BDN

NPT

+0.09

PENDIENTE 5.50%

FIRMA

10-03-2020

10 1112

NAV

-0.40

NIVEL SUPERIOR DE LOSA DE AZOTEA

SIMBOLOGIA

9.30

NPT

13 12 11 10 9 8 7 6 5 4 3 2 1

-0.465

NIVEL DE PISO TERMINADO

-0.20

NSLE

+0.15

NAV

NIVEL DE BANQUETA

N.P.T:

VESTIBULO

NAV

NIVEL DE ARROYO VEHICULAR

N.BQ:

NPT

-0.49

-0.47

NIVEL DE JARDINERA NIVEL SUPERIOR DE CALLE

N.A.V:

-0.20 14 15 16 17 18 19 20 21 22 23 24 25 26

BANCO DE NIVEL

N.D.J:

AUTO COMPACTO

H: -2.75 MTS DESARROLLO: 18.05 MTS PENDIENTE 15.25%

NAV

-0.51

99.60 M2 LC-7

H LIBRE: 2.70 MTS EXTENSION PARA LOCAL #2 49.60 M2

59.00

+2.95

H: 1.60 MTS DESARROLLO: 26.70 MTS PENDIENTE 6.00%

B.D.N: N.S.C:

NPT

SUBE @ N2.0

NOMENCLATURA

-0.74

-0.50 NBQ -0.59

NPT

0.00

+0.35

NPT

AUTO COMPACTO

-0.15

LOCKERS

ADMIN

AA-2-03

9.30

0.00

NAV

NBQ

0.00

NSLE

NPT

-2.60

-0.20

NPT

-0.53

7.30

NFT

-0.05

NPT

LOBBY H-OTE

SITE

+0.40

AB-3-02

-0.05

+0.35

NAV

C-C AB-3-01

NSLE

COMEDOR

AUTO COMPACTO

5 4 3 2 1

+0.35 +0.40

-0.77

-0.05

HRM

SITE

+0.85

1110 9 8 7 6 5 4 3 2 1

LOBBY H-PTE

-0.15

PQT

NPT

E-OTE

-0.57

AA-2-03

NAV

NPT

NAV C

NPT

121314151617181920 2122

PQT

AB-3-02

A-A

+0.85

HRM

C-C AB-3-01

AUTO COMPACTO

NPT

+0.20

ACOTACIONES Y NIVELES EN METROS ESTE PLANO DEBERÁ VERIFICARSE CON LOS CONSULTORES ESTRUCTURALES Y DE INSTALACIONES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN EL LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION DE OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPIO CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS EN ESTE PLANO DEBERAN EJECUTARSE DE ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

81.00

8.70

6.30

AA-2-02

E-NTE

1.29

4.350

14151617181920212223242526

4.35

ESCALERAS (PROYECCIÓN A FUTURO)

NSLE

H: 2.70 MTS DESARROLLO: 43.50 MTS PENDIENTE 6.20%

N2.5 NPT

NOTAS GENERALE

276.55 M2 LC-19

SUBE @ N3.0 9.30

USOS MIXTOS, AV. COLÓN, MONTERREY, NUEVO LEON.

13121110 9 8 7 6 5 4 3 2

+4.55

9.30

NPT

+4.60

+5.85

NPT

+5.95 B

+4.70

1 2 3 4 5 6 7 1213141516171819 202122

C-C

121314151617181920 2122 B

C-C

AB-3-02

1110 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

71.00 M2 LC-18

1110 9 8 7 6 5 4 3 2 1

H: 1.30MTS DESARROLLO: 8.80 MTS PENDIENTE 14.75%

7.30

AB-3-01

A-A

7.30

NSLE

+4.55

H: 1.00 MTS DESARROLLO: 8.50 MTS PENDIENTE 11.75% 25

NOMENCLATURA

NPT

+4.60 LAVANDERIA OTE

NSLE

NPT

+4.55

NPT

+4.70

NPT

+4.55

E-PTE

AA-2-03

9.30

+2.95

N1.5

H: 1.60 MTS DESARROLLO: 26.70 MTS PENDIENTE 6.00%

B.D.N:

BANCO DE NIVEL

N.D.J:

NIVEL DE JARDINERA

N.S.C:

NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

NIVEL SUPERIOR DE LOSA

N.S.L.A:

137.50 M2 LC-17

NSLE

E-OTE

NPT

AA-2-03

ACOTACIONES Y NIVELES EN METRO ESTE PLANO DEBERÁ VERIFICARSE C LOS CONSULTORES ESTRUCTURALES DE INSTALACIONES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN EL LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION D OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPIO CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS ESTE PLANO DEBERAN EJECUTARSE ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

+4.55

NIVEL SUPERIOR DE LOSA DE AZOTEA

SIMBOLOGIA

9.30

NIVEL INDICADO EN PLANTA

NPT

NIVEL INDICADO EN CORTE/ALZADO

+4.60

CAMBIO DE NIVEL EN PISO

57.80

59.00

CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON

NSLE

CAMBIO DE MATERIAL EN MURO

+4.55

8.30

NPT

14 15 16 17 18 19 20 21 22 23 24 25 26

+4.60

12 11 10 9 8 7 6 5 4 3 2 1

D-X

XX-XX-XX

E-X

XX-XX-XX

8.30

C-X

XX-XX-XX

165.90 M2 LC-9

133.55 M2 LC-10

NSLE

133.55 M2 LC-11

NSLE

137.00 M2 LC-12

NSLE

137.70 M2 LC-14

75.50 M2 LC-13

NSLE

133.55 M2 LC-15

NSLE

137.00 M2 LC-16

NSLE

+4.55

NPT

+4.60

NSL 0.00

NSLE

+4.55

+4.60

REVISIONES 9.30

FECHA

9.30

FIRMA

10-03-2020 NSLE

23-04-2020

+4.55

NPT

09-07-2020

+4.60

26 25 24 23 22 21 20 19 18

2 3 4 5 6 7 8 9

4.525

17-08-2020 28-08-2020 30-09-2020

4.525

14-10-2020

1011121314151617

23-10-2020 24-11-2020

4.13

5.33

LP LP

E-SUR

AA-2-01

5.10

8.70

81.00

8.70

6.20

ESCALA GRAFICA D-D

AB-3-02

E-E

AB-3-03

B-B

AB-3-01

0 1

10mts

Level 1 floor plan

AA-1-03 ARQUITECTONICO ESCALA: 1:125 FECHA: 18.12.2020

PLANTA ARQUITECTÓNIC PA

South View

Lobby View

AB-3-02

E-E

5.10

D-D

AB-3-03

B-B

AB-3-01

8.70

81.00

8.70

6.30

AA-2-02

E-NTE

1.29

4.350

161

162

163

164

165

166

167

168

173

169

174

175

179

180

181

185

187

186

124

125

127

126

4.35

129

128

USOS MIXTOS, AV. COLÓN, MONTERREY, NUEVO LEON.

NOTAS GENERALES

SUBE @ N5.0 NPT

+13.55

NPT

+12.50

+12.40

1 2 3 4 5 6 7 1213141516171819 202122

170

AB-3-02

172

177

176

178

182

183

184

188

189

190

C-C

AB-3-02

NPT

+12.40

1110 9 8 7 6 5 4 3 2 1

A-A

171

NPT

s AB-3-01

121314151617181920 2122 B

C-C

9.30

+12.40

NPT

+13.65 B

+13.55

N4.0

H: 2.70 MTS DESARROLLO: 43.50 MTS PENDIENTE 6.20%

N4.5

9.30

+12.40

1110 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

H: 1.15 MTS DESARROLLO: 8.80 MTS PENDIENTE 13.05%

7.30

7.30 NOMENCLATURA

NSLE

151

+12.40

NPT

+12.40

150

149

147

145

146

144

143

141

142

140

NSLE

139

+12.40

NPT

+12.50

B.D.N:

BANCO DE NIVEL

N.D.J:

NIVEL DE JARDINERA

N.S.C:

NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

N4.0

NPT

E-PTE

AA-2-03

+12.40

E-OTE

AA-2-03

9.30

NIVEL SUPERIOR DE LOSA

N.S.L.A:

NIVEL SUPERIOR DE LOSA DE AZOTEA

SIMBOLOGIA

9.30

NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO

57.80

59.00

CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

E 159

160

158

157

155

156

154

153

12 13 14 15 16 17 18 19 20 21 22

148

152

8.30

11 10 9 8 7 6 5 4 3 2 1 B

D-X

138

137

135

136

134

132

133

131

XX-XX-XX

130

E-X

NSLE

XX-XX-XX

+12.40

8.30

NPT

+12.45

C-X

XX-XX-XX

VESTIBULO

NSL 0.00

F RX

129.78 M2 OF-12 9.30

68.66 M2 OF-14

58.27 M2 OF-13

NSLE

+12.40

NPT

+12.45

FIRMA

10-03-2020

NPT

+12.45

REVISIONES

+12.40

FECHA

9.30

NSLE

+12.40

NPT

+12.45

155.78 M2 OF-22

58.27 M2 OF-21

NSLE

+12.40

NPT

+12.45

68.67 M2 OF-20

NSLE

+12.40

NPT

+12.45

64.85 M2 OF-19

55.37 M2 OF-18

NSLE

+12.40

NPT

+12.45

64.30 M2 OF-17

NSLE

+12.40

NPT

+12.45

64.40 M2 OF-16

NSLE

+12.40

+12.45

64.40 M2 OF-15

23-04-2020 09-07-2020

17-08-2020

G 4.525

28-08-2020 30-09-2020

4.525

14-10-2020

23-10-2020

24-11-2020

4.13

5.33

LP LP

AA-1-05

E-SUR

AA-2-01

5.10

8.70

81.00

8.70

6.20

ESCALA GRAFICA E-E

D-D

AB-3-02

AB-3-03

B-B

AB-3-01

0 1

ARQUITECTONICO ESCALA: 1:125 FECHA: 18.12.2020

10mts

Level 4 floor plan

AB-3-02

E-E

5.10

D-D

AB-3-03

B-B

AB-3-01

8.70

PLANTA ARQUITECTÓNICA E4/E5

81.00

8.70

LP 6.30

AA-2-02

E-NTE

1.29

4.350

228

229

230

231

232

233

234

235

236

240

241

242

247

246

248

252

253

191

254

192

193

194

195

USOS MIXTOS, AV. COLÓN, MONTERREY, NUEVO LEON.

4.35

196

NOTAS GENERALE

SUBE @ N6.0 NPT

+17.40

NPT

+16.35

+16.25

1 2 3 4 5 6 7 1213141516171819 202122

AB-3-02

s 1110 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

121314151617181920 2122 B

C-C

9.30

+16.25

NPT

+17.50 B

+17.40

N5.0

H: 2.70 MTS DESARROLLO: 43.50 MTS PENDIENTE 6.20%

N5.5

9.30

237

238

243

239

244

249

245

250

255

251

256

257

NPT

C-C

+16.25

AB-3-02

NPT

+16.25

1110 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

H: 1.15 MTS DESARROLLO: 8.80 MTS PENDIENTE 13.05%

7.30

ACOTACIONES Y NIVELES EN METRO ESTE PLANO DEBERÁ VERIFICARSE CO LOS CONSULTORES ESTRUCTURALES DE INSTALACIONES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN EL LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION D OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPIO CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS ESTE PLANO DEBERAN EJECUTARSE D ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

7.30 NOMENCLATURA

B.D.N:

NSLE

218

+16.25

NPT

+16.25

217

214

216

213

211

212

210

209

208

207

NSLE

206

+16.25

NPT

+16.35

NIVEL DE JARDINERA NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

NIVEL SUPERIOR DE LOSA

N.S.L.A:

N5.0

NPT

E-PTE

AA-2-03

+16.25

E-OTE

AA-2-03

9.30

BANCO DE NIVEL

N.D.J: N.S.C:

NIVEL SUPERIOR DE LOSA DE AZOTEA

SIMBOLOGIA

9.30

NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO

57.80

59.00

CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

E 227

226

225

224

223

222

221

220

219

12 13 14 15 16 17 18 19 20 21 22

215

8.30

11 10 9 8 7 6 5 4 3 2 1 B

D-X

XX-XX-XX

205

204

203

202

201

200

199

197

198

E-X

NSLE

XX-XX-XX

+16.25

8.30

NPT

+16.30

C-X

XX-XX-XX

VESTIBULO

NSL 0.00

F RX

9.30

133.42 M2 OF-23

89.50 M2 OF-24

98.75 M2 OF-25

99.25 M2 OF-26

84.82 M2 OF-27

99.25 M2 OF-28

89.50 M2 OF-29

159.42 M2 OF-30

+16.25

NPT

NSLE

+16.30

NSLE

+16.30

NSLE

+16.30

NSLE

+16.30

NSLE

+16.30

NSLE

+16.30

REVISIONES

+16.30

FECHA

9.30

NSLE

FIRMA

10-03-2020

+16.30

23-04-2020 09-07-2020

G 4.525

28-08-2020 30-09-2020

4.525

17-08-2020

14-10-2020 H

23-10-2020 24-11-2020

4.13

5.33

LP LP

E-SUR

AA-2-01

5.10

8.70

81.00

8.70

6.20

ESCALA GRAFICA D-D

AB-3-02

E-E

AB-3-03

B-B

AB-3-01

0 1

10mts

Level 3 floor plan

AA-1-06 ARQUITECTONICO ESCALA: 1:125 FECHA: 18.12.2020

PLANTA ARQUITECTÓNIC E5/E6

AB-3-02

E-E

5.10

D-D

AB-3-03

B-B

AB-3-01

8.70

81.00

8.70

LP 6.30

AA-2-02

E-NTE

1.29

4.350

232

231

233

234

235

236

240

241

242

247

246

248

252

253

254

258

259

261

260

262

USOS MIXTOS, AV. COLÓN, MONTERREY, NUEVO LEON.

4.35

263

NOTAS GENERALE

N6.0 NPT

9.30

+20.10

NPT

+20.40

LAVANDERIA PTE

NPT

+20.54

12131415161718 1920 2122 B

C-C

+20.20

3 2 1

12131415161718 1920 2122

237

238

243

239

244

249

245

250

255

251

256

257

C-C

AB-3-02

S 10 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

NPT

+20.10

10 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

7.30

ACOTACIONES Y NIVELES EN METR ESTE PLANO DEBERÁ VERIFICARSE C LOS CONSULTORES ESTRUCTURALE DE INSTALACIONES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN E LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPI CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS ESTE PLANO DEBERAN EJECUTARSE ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

7.30 NOMENCLATURA

NSLE

+20.10

283

287

288

282

281

277

276

275

NSLE

273

274

+20.10

NPT

+20.20

BANCO DE NIVEL

N.D.J:

NIVEL DE JARDINERA

N.S.C:

NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

NIVEL SUPERIOR DE LOSA

N.S.L.A:

N6.0

NPT

E-PTE

AA-2-03

+20.10

E-OTE

AA-2-03

9.30

B.D.N:

NIVEL SUPERIOR DE LOSA DE AZOTEA

SIMBOLOGIA

9.30

NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO

57.80

59.00

CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

E 294

293

292

291

290

289

286

285

280

284

279

12 13 14 15 16 17 18 19 20 21 22

278

8.30

11 10 9 8 7 6 5 4 3 2 1

NSLE

293-A

292-A

291-A

290-A

289-A

286-A

285-A

XX-XX-XX

272

284-A

270

269

268

267

266

265

264 E-X

XX-XX-XX

8.30 C-X

XX-XX-XX

NPT

+20.15

BUSINESS CENTER

271

+20.10

294-A

D-X

272-A

271-A

270-A

269-A

268-A

266-A

267-A

265-A

NSL 0.00

264-A

SALA 1

BUSINESS LUNCH SALA 2

REVISIONES 9.30

FECHA

9.30

FIRMA

10-03-2020 23-04-2020 09-07-2020 G

G 4.525

28-08-2020 30-09-2020

4.525

17-08-2020

14-10-2020 H

23-10-2020 24-11-2020

4.13

5.33

LP LP

E-SUR

AA-2-01

5.10

8.70

81.00

8.70

6.20

ESCALA GRAFICA D-D

AB-3-02

E-E

AB-3-03

B-B

AB-3-01

0 1

10mts

Level 5 floor plan

North View

AA-1-07 ARQUITECTONICO ESCALA: 1:125 FECHA: 18.12.2020

PLANTA ARQUITECTÓNIC E6

AB-3-02

E-E

5.10

D-D

AB-3-03

B-B

AB-3-01

8.70

81.00

8.70

6.30

AA-2-02

E-NTE

1.29

NSLA

+23.00

NPT

+23.05

4.350

NSLA

+23.00

+23.05

NPT

4.35

NPT

+23.25

PET PARK

NPT

+23.05

NPT

9.30

NPT

+23.25

9.30

+23.25

BODEGA

NPT

+23.20

NPT

+23.20

111213141516171819 20

NPT

AB-3-02

FIRE PIT PERGOLA 1

+23.475

A-A

7.30

NSLE

NPT

+23.25

+23.30

+23.15

LADIES LOUNGE

WC-H

WC-M

+23.15

NPT

AB-3-01

A-A

SPORTS BAR

NSLA

+23.15

NPT

7.30

GIMNASIO

NSLE

+23.25

WC-H

NPT

+23.30

NPT

+23.20

AB-3-02

1110 9 8 7 6 5 4 3 2

NPT

LUDOTECA

C-C

+23.475 s

+23.10

COWORK

NPT

NSLA

s 1110 9 8 7 6 5 4 3 2

AB-3-01

111213141516171819 20

C-C

+23.20

NSLA

+23.15

NSLA

+23.10

1 2 3

NPT

+23.15

E-OTE

NPT

AA-2-03

E-PTE

AA-2-03

9.30

+23.80

SUITE DE VISITAS

SALA DE CINE

SALON CULINARIO 1

SALON DE EVENTOS

9.30

SALON CULINARIO 2

3 2 1

59.00

57.80 FIRE PIT PERGOLA 2

NPT

+23.30

NSLA

+23.50

NPT

+23.20

NPT

+23.20

+23.55

+23.20

NPT

+23.20

NSLA

BODEGA

NPT

+23.20

NPT

+23.20

+24.65

8.30

F NSLA

NSLA

+23.05

NSLA

+23.05

NSLA

+23.05

NSLA

+23.05

NSLA

+23.65

NPT

+23.70

9.30

G 4.525

4.525

H 4.13

5.33

LP LP

E-SUR

AA-2-01

5.10

8.70

81.00

8.70

6.20

ESCALA GRAFICA AB-3-02

E-E

D-D

AB-3-03

B-B

AB-3-01

0 1

10mts

Level 6 floor plan

AB-3-02

E-E

5.10

D-D

AB-3-03

B-B

AB-3-01

8.70

3 8.70

8.70

5 81.00

8.70

7 8.70

8.70

9 8.70

LP 6.30

AA-2-02

E-NTE

1.29

4.350

4.35

9.30

C-C

NSLA

AB-3-02

C-C

NSLA

+107.60

AB-3-02

+107.60

AB-3-01

A-A

7.30

NSLA

+108.60

E-OTE

AA-2-03

E-PTE

AA-2-03

9.30

57.80

59.00

8.30

9.30

4.525

H 4.13

5.33

LP LP

E-SUR

AA-2-01

E-E

D-D

AB-3-02

AB-3-03

B-B

AB-3-01

5.10

8.70

Level 5 floor plan 6.20

Amenities View

9.30

AB-3-02

AB-3-01

D-D

2/7

B-B

1/6

3/8

4/9

26.10 8.70

8.70

1314151617181920 2122 B

C-C

AB-3-02

s 10 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

7.30

AB-3-01

A-A

7.30

NSLE

+27.10

NPT

+27.15 (HAB-01)

16.60

AB-3-03

9.30

E-E

B-B

AB-3-01

E-PTE

AA-2-03

9.30

16.60

5.10

8.70

9.30

3 8.70

8.70

81.00

8.70

59.00 1.29 E

E 8.70

8.70

26.10 D-D

AB-3-02

2/7

B-B

1/6

AB-3-01

4.350

3/8

4/9

8.30

5 apartmentsFloor plan type B

9.30

AB-3-02

AB-3-01

D-D

2/7

B-B

1/6

3/8

4/9

26.10 8.70

9.30

8.70

11121314151617181920 B

C-C

AB-3-02

s 10 9 8 7 6 5 4 3 2 1

AB-3-01

A-A

7.30

AB-3-01

A-A

7.30

NSLE

4.525

+48.10

NPT

+48.15 (HAB-07)

16.60

E-PTE

AA-2-03

5.33 9.30

16.60

9.30

59.00

5.10

8.70

1 8.70

8.70

3 8.70

81.0

8.70

26.10

3/8

4/9

8.30

6 apartments Floor plan type A

E-E

2/7

AB-3-03

D-D

AB-3-02

B-BB-B

AB-3-01 AB-3-01

1/6

Room View

Social area view

Sections and facades LP

59.00

1.29

4.35

9.30

7.30

59.00

9.30

8.30

9.30

9.86

5.33

9.30

8.30

9.30

7.30

9.30

4.35

5.82

N31 AZ.T.

N31 AZ.T. 3.50

107.60 3.50

107.60

104.10 3.50

N30 AZ.

104.10 3.50

N30 AZ.

N29 DTB

N29 DTB 3.50

100.60 3.50

100.60 N28 DTB

N28 DTB 3.50

97.10 3.50

97.10 N27 DTB

N27 DTB 3.50

93.60 3.50

93.60 N26 DTB

N26 DTB 3.50

90.10 3.50

90.10 N25 DTA

N25 DTA 3.50

86.60 3.50

86.60 N24 DTA

N24 DTA 3.50

83.10 3.50

83.10 N23 DTA

N23 DTA 3.50

79.60 3.50

79.60 N22 DTA

N22 DTA 3.50

76.10 3.50

76.10 N21 DTA

N21 DTA 3.50

72.60 3.50

72.60 N20 DTA

N20 DTA 3.50

69.10 3.50

69.10 N19 DTA

N19 DTA 3.50

65.60 3.50

65.60 N18 DTA

N18 DTA 3.50

62.10 3.50

62.10 N17 DTA

N17 DTA 3.50

58.60 3.50

58.60

N16 DTA 55.10

107.25

3.50

107.25

55.10

3.50

N16 DTA

N15 DTA

N15 DTA 3.50

51.60 3.50

51.60 N14 DTA

N14 DTA 3.50

48.10 3.50

48.10 N12 DTB

N12 DTB 3.50

44.60 3.50

44.60 N11 DTB

N11 DTB

41.10 3.50

3.50

41.10

N10 DTB

N10 DTB 3.50

37.60 3.50

37.60 N9 DTB

N9 DTB 3.50

34.10 3.50

34.10 N8 DTB

N8 DTB 3.50

30.60 3.50

30.60 N7 DTB.

N7 DTB. 3.85

27.10 3.85

27.10 N6 AM.

N6 AM. 3.15

23.25 3.15

23.25 N5 A.O.

N5 A.O. 3.85

20.10 3.85

20.10

16.25 3.85

N4 O. 3.85

N4 O. 16.25 N3 O.

N3 O. 3.85

12.40 3.85

12.40 N2 O.

N2 O.

8.55

COMERCIAL

8.55

COMERCIAL 4.00

COMERCIAL

4.00

COMERCIAL

N1 C.

4.55

COMERCIAL

4.55

COMERCIAL

COLONIA ORIENTE

4.20

COMERCIAL

4.20

COLONIA PONIENTE

N0 PB

N:536.767 -0.61 MTS

+0.35

NPT

+0.40

+0.35

NAV-0.57

NAV -0.60

NAV -0.66

N:537.383 0.00 BDN

NPT

+0.40

NPT

-0.15

NAV-0.53

NAV -0.47

NAV -0.49

NAV-0.51

NPT -0.05

N:536.924 -0.46 MTS

NAV-0.335

NAV -0.40

NAV -0.465

West Elevation

NFT NPT -0.10 -0.20

NPT -0.05

NFT NPT -0.10 -0.20

NPT -0.05

NFT NPT -0.10 -0.20

NAV

NPT -0.15

NFT 0.00 NPT -0.05

NPT NPT -0.10 -0.20

NPT -0.05

N0 PB

N:536.68 -0.70 MTS

NAV

+0.35

East Elevation

81.00

5.10

8.70

58.07

6.30

N31 AZ.T.

3.50

76.10 N21 DTA 3.50

72.60 N20 DTA 3.50

69.10 N19 DTA 3.50

65.60 N18 DTA 3.50

62.10 N17 DTA 3.50

58.60

55.10

107.25

3.50

N16 DTA

N15 DTA 3.50

51.60 N14 DTA 3.50

48.10 N12 DTB 3.50

44.60 N11 DTB 3.50

41.10 N10 DTB 3.50

37.60 N9 DTB 3.50

34.10 N8 DTB 3.50

30.60 N7 DTB. 27.10

3.50 3.50 3.50 3.50 3.50 3.50

90.10 N25 DTA 3.50

86.60 N24 DTA 3.50

83.10 N23 DTA 3.50

79.60 N22 DTA 76.10 3.50

N22 DTA

93.60 N26 DTB

N21 DTA 72.60 3.50

3.50

79.60

97.10 N27 DTB

N20 DTA 69.10 3.50

N23 DTA

100.60 N28 DTB

N19 DTA 65.60 3.50

3.50

83.10

N29 DTB

N18 DTA 62.10 3.50

3.50

86.60 N24 DTA

N30 AZ. 104.10

N17 DTA 58.60 3.50

N25 DTA

N31 AZ.T. 107.60

N16 DTA 55.10 N15 DTA 51.60 N14 DTA 48.10 N12 DTB 44.60 N11 DTB 41.10 N10 DTB 37.60 N9 DTB 34.10 N8 DTB 30.60 N7 DTB.

3.85

27.10

3.85

20.10

NSLE +17.40

N4 O.

NSLE +16.25

16.25 3.85

12.40 3.85

8.55 4.00

NPT +0.15

NPT +0.40 MTS

-2.80

-3.05

NPT +0.00

N:536.756 -0.50 MTS

N1 C. 4.55

4.20

+1.95

NPT +0.00

PENDIENTE 0.4%

3.85

8.55

4.55

NPT -0.35

N2 O.

N1 C.

NSLE +4.55

NAV -0.57

N3 O. 12.40

N2 O.

NSLE +5.85

H: 1.60MTS MTS DESARROLLO: 26.70 PENDIENTE 6.00%

3.85

N3 O.

NSLE +8.55

H: 2.70MTS MTS DESARROLLO: 43.50 PENDIENTE 6.00%

20.10 N4 O.

4.00

H: 2.70MTS MTS DESARROLLO: 43.50 PENDIENTE 6.00%

+23.25

16.25

NSLE +12.40

NSLE +9.70

PENDIENTE 1.0%

N5 A.O.

N0 PB NAV -0.74

+0.35

4.20

H: 2.70MTS MTS DESARROLLO: 43.50 PENDIENTE 6.00% NSLE +13.55

EMPASTADO INVERSO A TOMA PLUVIAL

23.25 3.15

N5 A.O.

NSLE +20.10

H: 2.70MTS MTS DESARROLLO: 43.50 PENDIENTE 6.00%

N6 AM.

3.85

3.15

23.25

3.85

N6 AM. NSLE +20.40

107.25

3.50

90.10

1.29

3.50

93.60 N26 DTB

4.35

3.50

N27 DTB

9.30

3.50

97.10

7.30

3.50

N28 DTB

9.30

3.50

100.60

8.30

3.50

N29 DTB

9.30

3.50

104.10

4.53

3.50

107.60 N30 AZ.

4.40

N0 PB +0.35

-3.00

N:537.407 -0.36 MTS

-0.30

-0.025

-2.80

Section C-C

N:536.72 -0.68 MTS

-0.05

-2.90

-2.65

-2.80

-2.925

-3.05

Section D-D

80.99

5.10

8.70

6.30

N31 AZ.T. 3.50

107.60 N30 AZ. 3.50

104.10 N29 DTB 3.50

100.60 N28 DTB 3.50

97.10 N27 DTB 3.50

93.60 N26 DTB 3.50

90.10 N25 DTA 3.50

86.60 N24 DTA 3.50

83.10 N23 DTA 3.50

79.60 N22 DTA 3.50

76.10 N21 DTA 3.50

72.60 N20 DTA 3.50

69.10 N19 DTA 3.50

65.60 N18 DTA 3.50

62.10 N17 DTA 3.50

58.60

107.25

55.10

3.50

N16 DTA

N15 DTA 3.50

51.60 N14 DTA 3.50

48.10 N12 DTB 3.50

44.60 N11 DTB 3.50

41.10 N10 DTB 3.50

37.60 N9 DTB 3.50

34.10 N8 DTB 3.50

30.60 N7 DTB. 3.85

27.10 N6 AM. 3.15

23.25 N5 A.O. 3.85

20.10 N4 O. 3.85

16.25 N3 O. 3.85

12.40 N2 O. 8.55

COMERCIAL

4.00

COMERCIAL

N1 C. 4.55

ACCESO ESTACIONAMIENTO

COMERCIAL

4.20

N0 PB

N: 537.383 0.00 BDN

+0.35

NPT +0.40

NDJ +0.25

NPT +0.13

NPT +0.10

NPT +0.25

NPT NPT +0.27+0.11

NPT +0.15

-0.30

NPT +0.21

NPT +0.07

NAV

NPT +0.11

NPT -0.05

NAV -0.41

NPT -0.01

NPT -0.11

NAV

NPT -0.05

NAV

NPT -0.09 NAV

NPT -0.19

NPT -0.27

NPT -0.17

NPT -0.21

NAV

NPT -0.25

NPT -0.24

NPT -0.29

NAV -0.66

NPT -0.21

NPT -0.37

NAV -0.665

NPT -0.41

-0.025

NAV -0.67

N: 536.924 -0.41 MTS

-0.57

South Elevation

81.00 58.89

6.30

8.70

5.10 1.29

N31 AZ.T.

4.35

9.30

7.30

9.30

8.30

9.30

4.52

5.22

N31 AZ.T.

107.60 3.50

3.50

107.60

N30 AZ.

104.10 3.50

3.50

104.10

N29 DTB

100.60 3.50

3.50

100.60

N28 DTB

97.10 3.50

3.50

97.10

N27 DTB

93.60 3.50

3.50

93.60

N26 DTB

90.10 3.50

3.50

90.10

N25 DTA

86.60 3.50

3.50

86.60

N24 DTA

83.10 3.50

3.50

83.10

N23 DTA

79.60 3.50

3.50

79.60

N22 DTA

76.10 3.50

3.50

76.10

N21 DTA

72.60 3.50

3.50

72.60

N20 DTA

69.10 3.50

3.50

69.10

N19 DTA

65.60 3.50

3.50

65.60

N18 DTA

62.10 3.50

3.50

62.10

N17 DTA

58.60 3.50

3.50

58.60 N16 DTA

N15 DTA

55.10

107.25

3.50

55.10

107.25

3.50

N16 DTA

N15 DTA

51.60 3.50

3.50

51.60

N14 DTA

48.10 3.50

3.50

48.10

N12 DTB

44.60 3.50

3.50

44.60

N11 DTB

41.10 3.50

3.50

41.10

N10 DTB

37.60 3.50

3.50

37.60

N9 DTB

34.10 3.50

3.50

34.10

N8 DTB

30.60 3.50

3.50

30.60

N7 DTB.

27.10 3.85

3.59

3.85

27.10

N6 AM.

PENDIENTE 1.0%

23.25

N6 AM.

EMPASTADO INVERSO A TOMA PLUVIAL

N5 A.O.

N5 A.O. 20.10 3.85

H: 1.15 DESARROLLO MTS : PENDIENTE 8.80 MTS 13.05%

N4 O.

N3 O.

+13.55

H: 1.15 DESARROLLO MTS : PENDIENTE 8.80 MTS 13.05%

+9.70

H: 1.15 DESARROLLO MTS : PENDIENTE 8.80 MTS 13.05%

16.25 3.85

3.85

16.25

H: 2.70MTS DESARROLLO: 43.50 MTS PENDIENTE 6.00%

N3 O.

N2 O.

H: 2.70MTS DESARROLLO: 43.50 MTS PENDIENTE 6.00%

12.40 3.85

3.85

12.40 NSLE +9.70

NSLE +8.55

+17.40

N4 O. NSLE +13.55

NSLE +12.40

+20.40

20.10 NSLE +17.40

H: 2.70MTS DESARROLLO: 43.50 MTS PENDIENTE 6.00%

N2 O.

8.55 4.00

NSLE +5.85

+5.85

N1 C.

NSLE +4.55

8.55

H: 1.30M DESARROLLO TS PENDIENTE : 8.80 MTS 14.75%

4.00

H: 2.70MTS DESARROLLO: 43.50 MTS PENDIENTE 6.00%

NSLE +16.25

3.15

23.25

3.85

NSLE +20.10

NSLE +20.40

N1 C.

4.55

-3.05

PENDIENTE 0.4%

NPT +0.40

-0.15 MTS

NPT -0.35

4.55 4.20

H: 1.60MTS DESARROLLO: 26.70 MTS PENDIENTE 6.00%

+0.00

4.20

+1.95

+0.00 N:536.756 -0.50 MTS

N0 PB

NAV -0.57

+0.35

N:536.767 -0.61 MTS

+0.40

+0.375

+0.17

+0.20

-0.15

N0 PB -0.29

+0.35

-2.80

Section A-A

Section B-B

Sections and facades

58.42

1.29

4.35

9.30

7.30

9.30

8.30

9.30

4.52

4.76

N31 AZ.T. 3.50

107.60 N30 AZ. 3.50

104.10 N29 DTB 3.50

100.60 N28 DTB 3.50

97.10 N27 DTB 3.50

93.60 N26 DTB 3.50

90.10 N25 DTA 3.50

86.60 N24 DTA 3.50

83.10 N23 DTA 3.50

79.60 N22 DTA 3.50

76.10 N21 DTA 3.50

72.60 N20 DTA 3.50

69.10 N19 DTA 3.50

65.60 N18 DTA 3.50

62.10 N17 DTA 3.50

58.60 N16 DTA 3.50

107.25

55.10 N15 DTA

3.50

51.60 N14 DTA 3.50

48.10 N12 DTB 3.50

44.60 N11 DTB 3.50

41.10 N10 DTB 3.50

37.60 N9 DTB 3.50

34.10 N8 DTB 3.50

30.60 N7 DTB. 3.85

27.10 +23.25

PENDIENTE 1.0%

+23.55

+23.20

N6 AM.

PENDIENTE 1.0%

3.15

23.25 N5 A.O.

+20.10 +18.94 3.85

20.10 N4 O.

+16.25 +15.09 3.85

16.25 N3 O.

+12.40 +11.24 3.85

12.40 N2 O.

+8.55 +7.39 4.00

8.55 N1 C. +3.55 4.20

4.55

+1.35

N:537.408 +0.025 MTS

+0.175

+0.15

N:536.727 -0.65 MTS

N0 PB +0.35

-2.80

-2.90

Section E-E LP

81.00

6.30

8.70

5.10

N31 AZ.T. 3.50

107.60 N30 AZ. 3.50

104.10 N29 DTB 3.50

100.60 N28 DTB 3.50

97.10 N27 DTB 3.50

93.60 N26 DTB 3.50

90.10 N25 DTA 3.50

86.60 N24 DTA 3.50

83.10 N23 DTA 3.50

79.60 N22 DTA 3.50

76.10 N21 DTA 3.50

72.60 N20 DTA 3.50

69.10 N19 DTA 3.50

65.60 N18 DTA 3.50

62.10 N17 DTA 3.50

58.60

107.25

3.50

N16 DTA 55.10 N15 DTA 3.50

51.60 N14 DTA 3.50

48.10 N12 DTB 3.50

44.60 N11 DTB 3.50

41.10 N10 DTB 3.50

37.60 N9 DTB 3.50

34.10 N8 DTB 3.50

30.60 N7 DTB. 3.85

27.10 N6 AM. 3.15

23.25 N5 A.O. 3.85

20.10 N4 O. 3.85

16.25 N3 O. 3.85

12.40 N2 O. 4.00

8.55 N1 C. 4.20

4.55

NAV -0.80

N: 536.682 -0.70 MTS

NPT -0.15

NPT -0.20

N0 PB

NPT +0.35

NPT -0.00

-0.15

N: 536.767 -0.61 MTS

NAV -0.66

+0.35

North Elevation

North View

Aerial view

09 Sikara

Monterrey, Nuevo León.

Constructor: Plate + Mach ,Monterrey, Nuevo León. Design: Parametrico, Monterrey, Nuevo León. Work: As a project leader, Conceptual design, construction design,engineering coordination, dealing with supliers, all drawings and photos. Status:Under construction A unique proposal of Fashion Park with exclusive avant-garde design of more than 126 thousand square meters of construction. It has international class luxury stores, a world class prime restaurant area, platinum cinemas, boutique hotel, corporate space, housing and an innovative fitness center; ready to bring an unparalleled entertainment, shopping and lifestyle experience to Monterrey. With 150 commercial spaces, fused with exceptional green areas, this Fashion Park located on Av. Paseo de los Leones, becomes the new west of Monterrey, offering royal families a trendy destination where every day they can live a new experience.

AB-3-01

Floor plans

E.N.

7.64

7.61 3

10.5

N=581.76

AV. ALEJANDRO

NBQ=581.88

10.5

NBQ=582.40

DE RODAS

NSC=583.02 ENTRADA SOTANO 5

10.5

NBQ=583.88 NBQ=584.44

NPT=583.30

SALIDA SOTANO 5 PENDIENTE 6.25%

5.00

ENTE

3.00%

E009 2.70

2.70

E006

E008

2.70

E007 5.00

5.00

IENT E DE

2 3

4 5

6 7

8 9

BAJA

1000

SERVICIOS

ND PE 0.1 DE

1000

5.00

2.70

5.00

2.70

5.00

9.00

2.70

5.00

2.70

9.00

2.70

5.00

5.00 5.00

5.00

2.70

5.00

2.70

9.00

5.00 5.00

2.70

5.00

2.70

2.70 5.00

2.70 5.00 5.00

2.70

9.00

5.00

2.70

0.94

5.00

2.70

5.00

2.70 5.00

2.70 5.00 5.00 5.00

2.70

5.00

8.06

2.70 2.70

5.00

2.70

PENDIENTE DE 1.6%

2.70 2.70

1.40

5.00

2.70

5.00 5.00

2.70

7.60

2.70

5.00

2.70

5.00

2.70

5.00

9.00

5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00

1.31

2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00

2.70

7.69

5.00 5.00 5.00 5.00 5.00 5.00 5.00

2.70

PENDIENTE DE 1.6%

2.70 2.70

5.00

2.70

9.00

5.00

2.70

5.00 5.00

2.70

9.00

5.00 5.00 5.00

2.70

PENDIENTE DE 1.6%

5.00

2.70

5.00 5.00 5.00

9.00

5.00

OF118

OF117

5.00

2.70 2.70

2.70

OF116

5.00

2.70

OF111

OF115

NPT=587.98

2.70

OF041

5.00

5.00 2.70

2.70

5.00

2.70

OF042

2.70

OF043

5.00

NPT=588.00

2.70

OF045

OF044

5.00

2.70

OF046

5.00

9.00

NPT=587.96

PENDIENTE DE 0.2%

2.70

5.00

OF114 2.70

2.70

NPT=587.94 OF039

2.70

PENDIENTE DE 1.6%

2.70

5.00

PENDIENTE DE 1.6%

NPT=587.92

5.00

NPT=587.90

2.70

5.00 2.70 2.70

2.70

5.00 2.70

2.70

5.00

2.70

5.00 5.00

2.70

5.00

2.70

5.00 2.70

2.70

5.00 5.00

2.70

5.00 2.70

2.70

5.00

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00 5.00

5.00

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00 5.00 5.00

5.00

2.70

5.00

OF112

OF113

5.00

2.70

5.00 5.00

2.70

PENDIENTE DE 1.6%

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00 5.00 5.00 5.00 5.00

5.00

2.70

5.00

2.70

5.00 2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70

5.00

2.70

PENDIENTE DE 1.6%

2.70

5.00

2.70

5.00 5.00 5.00

2.70

2.70 2.70

2.70

PENDIENTE DE 1.6%

2.70

5.00 2.70

2.70

5.00 2.70

2.70

5.00 2.70

2.70

5.00 5.00 2.70

2.70

PENDIENTE DE 1.6%

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70 5.00

2.70 5.00

2.70 5.00 5.00

2.70

5.00 5.00

2.70

5.00

OF049

B-551 14.56m²

OF047 5.00

B-552 13.12m²

5.00 5.00

E.O. AB-3-01

OF121

OF120

OF119

NPT=587.70

OF050

OF036

OF040 5.00

1000

PEN DE DIE 0.8 NTE %

2.70

5.00

PENDIENTE DE 1.6%

5.00 2.70

5.00

5.00 2.70 2.70

5.00

5.00 2.70

5.00

2.70

5.00 5.00 5.00 5.00

5.00

2.70

5.00

5.00 2.70

5.00

2.70 2.70

5.00

2.70

5.00 5.00

5.00

2.70 2.70

5.00 5.00

2.70

PENDIENTE DE 1.6%

2.70

2.70 5.00

5.00 2.70

2.70

5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

5.00

2.70 2.70 2.70

2.70

PENDIENTE DE 1.6%

2.70

5.00

PE DE ND 1.6 IEN % TE

2.70

5.00 5.00

2.70

5.00

2.70

5.00

2.70 2.70

2.70

5.00

2.70

PENDIENTE DE 1.6%

NPT=587.88 2.70

NPT=587.86

2.70

NPT=587.84

PENDIENTE DE 0.2%

2.70

PEN DE DIEN 1.6% TE 3.80

MAQ EST.

5.00 2.70

2.70

ELECTRICO

2.70 2.70 2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

OF109

OF110

OF038

2.70

5.00 3.80

5.00

2.70

5.00

HIDRAULICO

2.70

REGISTRO PARA MEDIDORES HIDRAULICOS

5.00

IDF

5.00

2.70

5.00

2.70

VOZ Y

5.00

2.70

5.00

2.70

5.00

2.70

5.00

NPT=587.82

NPT=587.80 2.70

5.00

2.70

OF052

OF051

OF048

OF034

OF035

OF122

OF108

NPT=587.66

2.70 2.70 2.70 2.70

NPT=587.90

OF107

OF053

E10

2.70

OF033

OF106

5.00

OF032

OF123

OF105

OF055

OF054

OF030

PENDIENTE DE 0.2%

OF124

NPT=587.400

1000

2.70

5.00

2.70

PENDIENTE DE 0.2%

NPT=587.62

OF103

OF104

E11

5.00

NPT=587.58

OF058

OF057

OF127

OF126

OF125

2.70

5.00

NPT=587.54

OF128

OF100

OF101

OF102

OF056

OF029

OF031

OF131

OF130

OF129

NPT=587.100

OF099

OF061

OF028

PENDIENTE DE 0.2%

OF132

OF096

OF060

PENDIENTE DE 0.2%

OF134

OF133

OF095

OF097

OF098

OF059

NPT=587.36

OF136

OF135

NPT=586.800

1000

5.00

2.70

DATOS

2.70

5.00 2.70

2.70

5.00

2.70

5.00

PENDIENTE DE 1.6%

5.00

2.70

5.00 2.70

5.00

PENDIENTE DE 1.6%

5.00

2.70

5.00 2.70

5.00

2.70

AV. HACIENDA DE LAS CUMBR

5.00

2.70

PENDIENTE DE 1.6%

2.70

2.70 2.70

2.70

OF026

OF027

OF137

OF091

OF092

OF062

OF023

OF024

OF037

NPT=587.784

NPT=587.844

5.00

2.70

5.00

2.70

5.00

PENDIENTE DE 0.2%

OF066

OF063

OF025

NPT=587.32

OF139

OF138

OF094

OF065

PENDIENTE OF064 DE 0.2%

NPT=587.096

OF140

OF093

OF067

OF018

OF020

OF021

OF142

OF141

NPT=586.500

OF090

OF070

OF069

NPT=586.796

OF017

2.70

NPT=587.393

1000 KG

NPT=587.635

NPT=587.26

OF089

OF068

2.70

5.00

2.70

5.00

NPT=587.50

1150 KG

5.00

2.70

5.00

5.00 2.70

5.00

5.00 2.70

5.00

2.70

NPT=587.24

5.00

INSTALACIONES 17.94m²

NPT=587.092

OF088

OF072

5.00

2.70

5.00

PENDIENTE DE 0.2%

2.70

PENDIENTE DE 0.5%

LOBBY

5.00

2.70

5.00

2.70

PENDIENTE DE 0.2%

OF073

OF071

PENDIENTE DE 0.2%

OF014

OF015

2.70

5.00

NPT=587.552

5.00

5.00 5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

NPT=587.098

5.00

2.70

5.00

NPT=587.234

5.00

INSTAL ACION ES 15.56m ²

NPT=587.087

OF085

OF086

OF087

OF074

OF022

NPT=587.232

PENDIENTE DE 0.5%

5.00

2.70

5.00

PENDIENTE DE 1.6%

2.70

5.00

2.70

1000

NPT=587.00

OF012

OF084

OF076

OF075

NPT=586.496

OF143

OF083

OF077

PENDIENTE DE 0.2%

OF009

OF011

OF019

NPT=586.92

NPT=587.302

5.00

2.70

NPT=586.909 PENDIENTE DE 0.5%

OF145

OF144

OF079

OF008

OF146

NPT=586.34

5.00

OF078

OF016

2.70

1500

AB-3-01

5.00

TO AR CU ST m² IN .75 18

5.00

E.P.

5.00

2.70

5.00

2.70

5.00

2.70

TO ICO AR CU CTR m² ELE .33

8.47

NPT=586.790

2.70

5.00

OF005

OF013

PENDIENTE DE 0.2%

NPT=586.782

NPT=586.851

2.70

OF080 2.70

5.00

NPT=586.490

CUARTO ELECTRICO SOTANO 5 -LOCALES -OFICINAS 96.78 M2

2.70

OF082

5.00

2.70

8.48

2.70

5.00

LOBBY

PENDIENTE DE 0.2%

2.70

3.80

NPT=586.864 5.00

3.80

IDF

NPT=586.196

OF004

OF006

5.00

.70

ICO

ELECTR

LICO

RES REGIST LICOS PARA MEDIDO HIDRAU

Y DATOS

NPT=586.21

OF081

OF003

OF010

PENDIENTE DE 0.5%

C/ HIDRAU

VOZ

2.70

105-624

800 KG

5.00

11.4

1600

PENDIENTE DE 0.2%

104-425

NPT=586.488

MAQ EST.

M1 M2

NPT=586.21

OF007

NPT=586.534

2.70

-C S

PO UI EQ DE TO AR NPT=586.00

PENDIENTE DE 0.5%

5.00

NPT=586.362

PENDIENTE DE 0.2%

2.70

I-R

NPT=586.00

5.00

10.3

29 B-5 .85m² 24

SUBE

NPT=586.190

2.70

27 B-5 .66m² 33

NPT=586.00 28 ² B-5 40m 29.

2.70

IEN

35 B-5 .80m² 34

NPT=586.00 NPT=585.07 NPT=586.00

5.00

ND PE 12% DE

NTE DIE % PEN 0.8 DE

NPT=586.188

NPT=586.12

26 ² B-5 53m 21.

34 B-5 .21m² 37

3 2

X009

PENDIENTE DE 0.2% OF002

5.00

NPT=586.00

36 B-5 .24m² 24

NSF=586.06

PENDIENTE DE 0.2%

2.70

7m²

13.8

X008 PEN DE DIEN 0.2% TE

2.70

OF001

5.00

TE CHU URA BAS

N=587.43

NPT=585.891

5.00

TE IEN

N=587.56

5.00

NPT=586.00

NTE PENDIE DE 2.1%

ND PE 12% DE

N=587.59

32 ² B-5 63m 25. 33 B-5.49m² 44

NTE PENDIE DE 1.8%

31 ² B-5 63m 25.

37 m² B-5 .49 47

A RG ANSF=586.65 CA RG EA CA AR DES Y

N=587.58

NPT=586.00

30 ² B-5 16m 17.

IEN

ND PE 5% DE

Sistema contra incendios y Riego

NSF=585.50

NSF=587.40 N=587.22

2.70 5.00

X007

NPT=586.09

TE IEN %

N=586.92

N=587.05

5.00

X006

9.00

NPT=585.96

N=586.54

N=586.65

X005

PENDI ENTE DE 0.8%

PENDIENTE DE 1.1%

SERVICIOS

X004

NPT=584.15

N=586.21

2.70

5.00

N=586.31

NPT=586.01

5.00

N=586.40

5.00

2.70 5.00

X003

X002

X001

2.70

PENDIENTE DE 1.6%

5.00

LOBBY HOTEL/EVENTOS NPT=587.40

2.70

1000

NPT=585.99

5.00

PENDIENTE DE 1.6%

NPT=585.99

1000

2.70

5.00

N=586.11

NPT=587.40

DESARR OLLO PENDIEN

L-505 181.19M2

NPT=587.40

L-501 1,536.65M2

N=585.59

16 17

N=585.65 N=585.62

N=585.54

NSF=587.40

NPT=585.60

L-502 330.03M2

19.25 MTS TE 2.5%

NPT=587.25

L-504 83.60M2

L-503 83.05M2

NPT=584.25

N=584.73 N=585.75

9.45%

NPT=586.68

NPT=587.25 NPT=585.60

N=584.79

PEND

SUBE

PENDIENTE 12.00%

NF=584.15

N=584.94

5.00

2.70

E005 5.00

NPT=586.45

N=583.86

E010

PENDI

5.00

NPT=585.50

N=584.05

2.70

E004

2.70

5.00

2.70

E002 NC=585.37 E003

5.00

HIDROSA

2.70

E001

NPT=584.05 N=583.291

NBQ=585.94

NBQ=585.44 NPT=586.00

N=582.92

5.00

N=583.02

DESARR OLLO 6 MTS PENDIEN TE 7.5%

N=583.11

N=583.75

NITARIO

12.6

N=584.25

NSC=585.24

NBQ=585.06

N=582.53

5.00

N=582.53

5.00

N=582.60

166.15

.45

N=582.13

MAQ EST.

9.00

5.00 5.00

4.15

9.00

5.00

AV. LEONES 4.10

4.90 1.48

7.52

1.59

7.41

1.00

8.00

9.00

6.17

2.83

9.00

AB-3-01

126.00

E.S.

AB-3-01

Basement floor plan S5

E.N.

7.64

7.61 3

10.5

.45

AV. ALEJANDRO

10.5

DE RODAS

10.5

ENTRADA SOTANO 4

.61

SALIDA SOTANO 4

60 ² B-4 13m 17.

SUBE

5.00

BAJA

NPT=586.85

5.00 2.70

5.00

MTS

12%

MTS

RROL PEND LO IENTE 32

NITARIO HIDROSA

5 KG

S INA QU MA DE

2.70

5.00 2.70

5.00

1000

E1 4

1000

3 KG

1000

2.70

2.70 2.70

2.70

4.50

2.50

4.50 2.50

9.00

4.50 2.50

4.50

2.50

4.50

2.50

9.00 4.50

4.50

2.50

9.00

2.50

4.50

9.00 4.50

0.94

4.50

2.50

4.50

5.00

1.40 7.60

4.50

2.50

1.31

4.50

2.50

2.70

7.69

4.50

9.00

4.50

2.50 2.50 2.50

5.00

4.50

2.70

5.00 5.00

B-483 9.18m ²

B-484 12.37m²

5.00 5.00

2.70

9.00

5.00

OF311

2.70

OF310

5.00

2.70

9.00

4.50 2.50

H006

H005

H004

H003

2.50

H002

166.15

2.50

4.50

2.50 2.50

5.00 2.70

5.00

4.50

2.70

5.00

4.50

2.50 2.50

2.70

5.00 5.00

5.00

2.70

5.00

2.70

5.00

2.70 KG

1000

3.80

5.00

4.50

2.50

2.50 2.50

2.50

2.70

5.00 2.70

2.70

5.00

2.50

5.00

5.00 5.00

2.70

5.00 10 7

5.00

2.70

2.70 2.70

8.06

5.00

4.50

2.50 2.50

5.00

B-482 7.78m²

2.70

B-481 8.59m²

2.70

B-479 B-480 10.24m² 10.17m²

2.70

B-478 10.60m² B-477 10.68m²

2.70

B-476 10.29m²

2.70

B-475 9.61m²

2.70

B-474 12.07m² 3.80

5.00

E10

KG 1000

5.00

E11 4

2.70

2.70 2.70 2.70 2.70

9.00

4.50

2.50

4.50 2.50

4.50

5.00

2.70

2.50

4.50 2.50

2.70

5.00 2.70

2.70

5.00

2.70 2.70 2.70

2.70

2.70 2.70 5.00

5.00

2.70 5.00

2.70

5.00 5.00

2.70

5.00 5.00

2.70 5.00 5.00

H001 4.50

OF309

OF268

OF267

5.00

9.00

NPT=591.25

OF194

OF195

5.00

5.00 2.70

2.70

5.00 2.70

2.70

5.00

2.70

5.00

OF193

OF196

5.00

OF192

OF198

OF197

5.00

OF191

5.00

OF190

OF199

5.00

OF189

OF200

5.00

2.70

5.00

OF188

2.70

OF187

5.00

NPT=591.25

OF186

2.70

OF184

OF185

NPT=591.35

2.70

5.00

2.70

5.00

2.70

5.00

VIGILANCIA

5.00

2.70

5.00

2.70

2.50

4.50

2.70 2.70

5.00 5.00

2.70 5.00

2.70 5.00 5.00

2.70

5.00 5.00

2.70 2.70

5.00

2.70 5.00 5.00 5.00

2.70 5.00

5.00

2.70

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00 5.00

2.70 5.00

5.00 5.00 5.00

5.00

2.70

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00

2.70

5.00

5.00 5.00 5.00

2.70

5.00 2.70

2.70

5.00 2.70

2.70

5.00 5.00

2.70 2.70

5.00

5.00 2.70

2.70

5.00 2.70

2.70

5.00 5.00

2.70 2.70

5.00

9.00

2.70 2.70

5.00 2.70 2.70

2.70

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00 5.00 5.00

2.70

5.00 2.70

2.70

5.00

2.70

5.00 5.00

2.70

5.00

2.70

5.00 5.00 5.00

5.00

2.70

5.00 2.70

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 5.00 5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00 5.00

2.70

5.00 5.00

5.00 5.00 5.00

5.00

5.00 5.00 5.00

5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

5.00

2.70

5.00 2.70 2.70

2.70 2.70

2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70

5.00

2.70

2.70 5.00

2.70

5.00 5.00

2.70

5.00 5.00

5.00

2.70

2.70 5.00

2.70

5.00

5.00 5.00

5.00

5.00 5.00 5.00 5.00

5.00 5.00 2.70

2.70

5.00 2.70

2.70

5.00 2.70

5.00

2.70

5.00

2.70

5.00 2.70

2.70

5.00

2.70

5.00 5.00

5.00

5.00 2.70

2.70

5.00

5.00 5.00 5.00

2.70 2.70 2.70 2.70 2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00 5.00

2.70

5.00 5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

OF269

NPT=591.25

2.70

5.00

2.70

2.70 2.70

5.00

4.50

5.00 5.00

2.70 2.70 2.70

2.70 2.70

2.70

5.00 2.70

5.00

2.70

5.00 2.70

5.00 5.00 5.00

OF264

2.70

5.00

2.70

5.00

H007

2.50

NPT=591.40

4.50

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

SUBE SOTANA O3

OF308

2.70

5.00

H008

NPT=591.25

OF307

2.70

5.00

2.70

H059

2.70

5.00

2.70

H009 H058

2.70

OF270

E.O.

AB-3-01

5.00

2.70

H010

H057

2.70

OF313

2.70

H056

OF273

OF272

OF271

H012

H011

5.00

OF314

OF305

OF306

NPT=591.40

2.70

OF304

2.70

VOZ Y DATOS

2.70

H013

H055

5.00

OF315

2.70

ELECTRICO

5.00 2.70

OF316

OF303

2.70

H054

2.70

5.00 5.00

2.70

5.00

2.70

RTO

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

H015

H014 OF317

OF302

MAQ EST.

5.00 2.70

5.00

2.70

5.00

2.70

5.00

CUA

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.50

5.00

12%

4.50

5.00

DESA

5.00

4.50 5.00

OF301

5.00

2.70

OF265

OF266

H016

H053

2.70

5.00

OF202

OF201

H017

H052

5.00

2.70

OF318

2.70

5.00

2.70

OF319

OF300

2.70

5.00

CU EL ARTO 59 ECTR .42 m² ICO

OF320

2.70

H051

5.00

2.70

H018 OF298

OF299

2.70

5.00

2.70 2.70

OF321

H019

H050

5.00

2.70

OF263

H020

H049

5.00

2.70 2.70

2.70

5.00

2.70

5.00

2.70 2.70

2.70

OF259

H021

H048

5.00

H047

5.00

2.70

5.00

2.70

5.00

NPT=591.25

OF312

OF274

OF260

H023

H022 2.70

5.00

2.70

5.00

2.70

OF276

OF275

VOZ Y DATOS

H046

2.70

5.00

3.80

5.00

2.70

OF277

NPT=591.25

OF297

1600 KG

CUARTO ELECTRICO

H024

H045

2.70 2.70

5.00

OF279

OF278

OF261

OF262

OF203

5.00

2.70

5.00

2.70

5.00

OF256

H044

OF322

OF296

2.70

5.00

3.80

5.00

2.70

5.00

2.70

5.00

2.70 2.70

2.70

5.00

9.00

5.00 5.00

4.15

9.00

5.00

AV. LEONES 4.10

4.90 1.48

7.52

1.59

7.41

1.00

8.00

9.00

6.17

2.83

9.00

126.00

AB-3-01

ELECTRICO

5.00 2.70 2.70

5.00

OF280

OF257

OF206

OF180

OF181

OF182

2.70 2.70

2.70

OF283

OF282

OF281

OF258

OF204

5.00

OF284

OF255

OF205

OF295

2.70

OF254

NPT=591.25

OF179

5.00

OF213

OF207

OF176

OF177

OF178

5.00

2.70

OF324 OF294

2.70

OF253

OF208

5.00

2.70

REGISTRO PARA MEDIDORES HIDRAULICOS

5.00

2.70

OF285

OF252

OF214

OF211

OF325

OF293

OF323

OF286

OF249

OF210

5.00

OF250

OF251

OF209

OF175

OF287

1600 KG

H025

OF326

2.70

OF171

5.00

OF217

OF216

H043

OF327

2.70

OF248

OF212

OF172

5.00

OF170

OF173

OF291

OF290

OF289

OF288

M3 M4

H027

H042

OF328

2.70

OF219

H041

H026

5.00

OF169

OF174

NPT=591.25

OF246

OF215

OF168

OF292

OF245

OF218

OF166

OF167

H029

H028

OF242

OF247

MONTACARGAS

H030

H040

OF329

OF244

OF221

OF220

H031

H039

OF330

OF241

NPT=589.40

H032 H038

OF331

OF243

OF222

OF164

2.70

OF238

OF240

OF225

NPT=591.25

NPT=591.25 H037

OF332

OF239

OF224

OF163

2.70

OF229

OF228

OF223

OF161

OF333

OF236

H033

H036

2.70

OF334 5.00

2.70

5.00

2.70

5.00

SANITARIO HIDRAULICO

RROL PEND LO IENTE 34

4.50

2.50

5.00

2.70

4.50

2.50

OF335

5.00

2.70

5.00

IDF

AREA CARGA Y DESCARGA

NPT=591.40

H035

OF237

OF226

OF157

OF158

OF160

OF165

NPT=591.25

H034

5.00

2.70

5.00

2.70

VOZ Y DATOS

.25

OF235

OF227

OF162

NPT=591.25

2.70 2.70

OF154

OF159

2.70

5.00

NPT=591.25

5.00

DESA

4.50 2.50

2.50

2.70

NPT=591.25

NPT=591.25 2.70 2.70

5.00

NPT=588.30

-HOTEL 61.14 M2

5.00

OF231

OF230

OF155

2.70

NPT=588.06

CUARTO ELÉCTRICO SOTANO 4 -SALÓN DE EVENTOS

OF232

NPT=591.25

OF183

2.70 2.70

.25

4.50

5.00 2.70

4.50 2.50

2.50

5.00

NPT=591.25

2.70

OF233

OF151

OF152

OF156

2.70

1000

5.00

NPT=591.25

1000 KG

5.00

AV. HACIENDA DE LAS CUMBR

2.50

4.50 2.50

2.50

5.00

NPT=591.32

1150 KG

2.50

2.70

1500

TO AR CU ST m² IN .45 18

CHUTE BASURA

LOBBY E2

Cuarto Inst. 17.88m²

4.50 5

5.00

CHUTE BASURA

5.00

NPT=591.25

2.50

2.70

5.00

3.80

LOBBY

2.70

24m 13.

5.00

Cuarto 15.24mInst. ²

4.50 3

5.00

2.70

RTO ICO CUA CTR ² ELE

8.47

7 42 m² B- .82 31

6 42 m² B- .05 20

25 m² B-4 .65 21

24 ² B-4 11m 21.

23 ² B-4 21m 29.

8 42 m² B- .50 27

8.48

2 B-42 2m² 38.9

B-421 ² 26.76m

2.70

AB-3-01

4.50

4.50 2.50

2.50

4.50

2.70

5.00 800 KG

2.70

E.P.

NPT=588.01 NPT=588.20

NPT=591.25

2.70

5.00

2.70

4 B-43 m² 23.77

9 42 m² B- .09 21

30 ² B-4 40m 21.

.70

3 44 m² B- .12 27

1 B-43 6m² 19.3

B-432 m² 26.45

3 B-43 0m² 26.0

2 44 m² B- .25 14

11.4

IDF

m²

.00

NPT

NPT=591.40

OF234

OF153

2.70

ICO ELECTR

2.70

5.00

8 B-43 0m² 17.9

41 m² B-4 .05 20

40 m² B-4 .18 17

39 ² B-4 05m 20.

35 ² B-4 5m 7.2 36 ² B-4 23m 10.

7 B-43 1m² 24.4

1600

5.00

EXT PO RA 15 R CU .35 BO

NPT OF148

OF149

OF150

2.70

6 B-43 9m² 23.9

2.70

5.00

NPT=591.25

MAQ EST.

RES REGIST LICOS PARA MEDIDO HIDRAU

Y DATOS

ACCESO: CARGA Y DESCARGA

5.00

35 B-4 9m² 27.2

2.70

5.00

NPT=591.40

M1 M2

ALICO

VOZ

2.70

5.00

HIDRU

X010

5.00

2.70

5.00

10.3 BAJA

2.50

5.00

2.70

5.00

CHUTE BASURA

5.00

SUBE

2.70

CHUTE BASURA

5.00

2.70

X037

2.70

NPT

5.00

NPT=591.25

5.00

5.00 2.70

X035

X038

5.00

2.70

X043

2.70

.80

CUARTO BASURA

X032

2.70

X039

5.00

X011

NPT=591.25

X034

2.70

5.00

2.70

NPT=591.25

2.70

X012

NPT

OF147

2.70

X040

2.70

NPT=587.55

NPT=588.98

SERVICIOS

NPT=591.40

2.70

5.00

X024

X036

X041

SERVICIOS

OFICINAS SALON EVENTOS 2.70

X013 5.00

X033 X029

X030

NPT=587.20

2.70

X031

X042

X086

2.70

X014

5.00

5.00 5.00

5.00

X085

2.70

5.00

X015

X025

X028

2.70

X084

2.70

5.00

X016

X022

X023

5.00

NPT=587.63

NPT=588.84 15

5.00

2.70

X049

X083

2.70

X017

X027

5.00 2.70

X044

X082

5.00

X019

X020

X021

5.00

X018

X026

5.00 2.70

2.70

5.00

2.70

X081

X080

2.70

5.00

2.70

X087

16 17

5.00

2.70

X050

2.70

X088

5.00

2.70

X051

X045

X074 X073

53 B-4 .35m² 12

X089

4 44 m² B- .85 16

X052

X046

X076

X075 X072

52 B-4 m² .04 13

X079

X078

X077

X071

54 B-4 .25m² 13 57 m² 9 51 B-4 .17 45 m² B-4 m² B- .15 13 .86 13 10 50 6 B-4 m² 44 m² 58 .25 B- .79 B-4.69m² 13 11 2.70 49 12 B-4 m² 47 .92 2.70 10 B-4 .08m² 10 48 2.70 B-4 m² 5.00 .03 17

X090

5 ² 44 1m B- .9 13 X048

X047

NPT=591.25

X070

55 m² B-4 .60 14

56 m² B-4 .43 13

X091

X056 X055

X054

X053

X092

NPT=591.25

X052

X093

NPT=591.25

NPT=591.40 X062

X061 X060

X059 X058

4.50

X094

4.50

X095

4.50

X096

4.50

X097

X098

X099

X100

X101

X102

X103

X104

X105

X106

DESARROLLO 30 MTS PENDIENTE 5%

2.70

X067 X066

X065 X064

X063

X057

NPT=586.85

X069 X068

E.S.

Basement floor plan S4

South View

Floor plans

7.64

7.61 3

10.5

.45

AV. ALEJANDRO

10.5

DE RODAS

10.5 1

12.6

8 34 m² B- .18 17

SUBE

5.00 BAJA

5.00

C562

2.70

5.00

C563

2.70

5.00

C564

NITARIO HIDROSA

5 KG

1000

4 KG

1000

3 KG

1000

4.50

2.50

4.50

2.50

4.50

2.50

4.50

2.50

9.00

4.50

2.50

5.00 2.70

4.50

2.50

4.50

2.50

9.00

2.50

4.50 2.50

9.00

4.50

2.50

4.50 2.50

4.50

9.00

2.50

4.50 2.50

4.50

2.50

4.50 4.50

9.00

2.50

4.50

2.50

4.50

2.50

4.50

9.00

2.50

4.50

2.70

2.50

5.00

4.50

5.00

0.94

2.70

2.50

4.50

8.06

2.50

2.70

5.00

4.50

1.40

2.50

2.70

4.50

2.50 5.00

2.70

5.00

7.60

2.50

2.70

4.50

1.31

5.00

4.50

5.00

2.50

4.50

2.50

5.00

7.69

2.50

2.70 2.70

9.00

2.50

166.15

2.50

5.00

4.50

2.70

4.50

3.80

2.50

10 7

2.50

S 5

5.00

2.70 2.70

2.70

9.00

5.00

9.00

5.00

2.70

5.00

2.70

5.00 2.70

2.70

C443 2.70

2.70

9.00

5.00

2.70

5.00

2.70

5.00 2.70

5.00

C415

C416

C442

5.00

2.70

C446

C445

C444

2.70

C405

C404

5.00

2.70

NPT=594.45

5.00

5.00 5.00 5.00

2.70

C412

C413

C414

5.00

5.00 5.00 5.00

2.70

C402

C403

5.00

2.70

C407

C406

2.70

C348

C447

2.70

5.00

C400

C347

C411

C408 2.70

5.00 5.00

4.50

2.50

5.00

2.70

5.00

2.70 5.00

5.00 5.00 5.00

9.00

5.00

2.70

5.00 5.00 5.00

5.00

2.70 2.70

C399

2.70

5.00

4.50

5.00

2.70

2.70 2.70 2.70

4.50

5.00

2.70 4.50

2.50

4.50

2.50 2.70

5.00

2.70

5.00 3.80

5.00 KG 1000

KG 1000

2.70

E11

5.00

E10

2.70

2.70 2.70

2.70 2.70 2.70 2.70 2.70 2.70

2.70 2.70 2.70

2.70

4.50

2.50

5.00

2.70 2.50

2.70

5.00

2.70

5.00 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70 2.70 2.70 2.70

2.70

2.70 2.70 2.70 2.70 2.70 2.70 2.70

2.70 2.70

5.00 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

B-371 ² 17.13m

B-386 ² 17.31m

C401

C349

2.70

2.70 2.70 2.70

C410

C409

5.00

2.70

5.00 2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00

2.70

5.00

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70

C397

2.70

2.70 2.70

2.70

5.00

2.70 2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00

4.50

2.70

5.00 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

2.70

5.00

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00 5.00

5.00

2.70 2.70

2.70

5.00

2.70

5.00

5.00 2.70

NPT=594.45

C440

4.50

4.50 4.50

2.70

2.50

C426

C427

C428

2.70

2.50

4.50 4.50

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

C425

C429

5.00

C424

2.70

C423

C430

5.00

C422

2.70

C421

5.00

C420

2.70

C419

C431

C432

5.00

C418

2.70

C417

C433

5.00

C184

2.70

C183

C434

5.00

C182

2.70

4.50

4.90 1.48

C181

C435

5.00

4.10

C180

2.70

C179

C436

5.00

C178

2.70

C177

C438

C437

5.00

C176

2.70

C175

5.00

C174

2.70

C173

C439

5.00

C172

2.70

C171

5.00

B-301 26.70m²

2.70

C170

B-302 27.33m²

5.00

2.50

2.50 2.50

9.00

5.00

2.20

NPT=594.45

9.00

4.50

2.70

C441

NPT=594.45

5.00

2.70

5.00

2.70

C022

5.00

2.70

2.50

5.00

2.70

5.00

5.00 2.70

5.00

2.70

5.00

2.70 5.00

5.00

2.70 5.00

5.00

2.70

2.70 2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 2.70 2.70 2.70

3.80

5.00

2.70

4.50

2.50

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 5.00 5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 2.70

5.00

2.70

2.70 2.70 2.70 2.70

2.70 5.00

2.70 5.00 800 KG

E6 800 KG

E12

5.00

2.70

5.00

2.70 5.00

5.00

2.70

5.00

2.70

2.70 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 5.00

2.50

5.00

2.70

4.50

2.50

5.00 4.50

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 5.00

2.70

5.00

2.70

5.00 2.70

2.70

5.00

AG UA

2.70 2.70

5.00

2.70

5.00 5.00

5.00

2.70

5.00

2.70

5.00

3.80

5.00

2.70

5.00

2.70

5.00

2.70

5.00 2.70

2.70

5.00

2.70

5.00

2.70 5.00

2.70

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70 2.70

5.00

5.00 2.70

5.00

1000

2.70

5.00

2.70

5.00

2.70

5.00

B-370 ² 10.17m

C451

5.00

NPT=594.45

2.70

5.00

2.70

5.00 3.80

2.70 2.70

C450 5.00

5.00

2.70

GUA

2.70

5.00

5.00 5.00

C449

2.70

5.00

2.70

5.00

5.00 2.70

2.70

5.00

2.70

2.70 5.00

5.00 2.70

2.70

5.00

2.70

1000

5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

C448 C395

C396

2.70

5.00

5.00 2.70

C350

B-369 ² 9.44m

2.70

5.00

C499

C498

C497

C496

C451B

5.00

2.70

2.50

PENDI DE 12% ENTE

2.50

RTE

2.50

5.00

2.70

2.50

TEA

E.O.

AB-3-01

2.70

5.00 4.50

2.50

5.00

4.50

2.70

C450B

5.00

4.50

ACC SOT ESO ANO A 3

2.50

2.70

4.50 2.50

5.00

MAQ EST.

NPT=594.45

C449B

5.00

C017

C016

C015

C500

2.70

4.50 2.50

PAR

C501 C495

5.00

4.50

2.50

ELECTRICO

C452

2.70

REGISTRO PARA MEDIDORES HIDRAULICOS

C502 C494

5.00

SANITARIO HIDRAULICO

C453

2.70

IDF

5.00

VOZ Y DATOS

C503

C493

2.70

2.50

C454

NPT=594.45

C392

5.00

AREA ACTUAL DESCUBIERTA, COLAR LOSA PARA EVITAR ENTRADA DE AGUA E INUDACION DE CUARTOS ELECTRICOS

C505

C504

5.00

4.50

C492

2.70

2.50

5.00

2.50

C506

2.70

4.50

5.00

4.50

2.70

2.50

5.00

C490

C491

5.00

2.70

4.50 2.50

2.50

2.70

C345

C346

C508

5.00

2.50

2.70

4.50

5.00

4.50

2.70

2.50

5.00

2.50

2.70 2.70

4.50

5.00

C270

5.00

2.70 2.70

4.50

2.50 5.00

5.00

C343

C269

5.00

2.70 2.70

2.50

5.00

2.50

5.00

2.70

4.50

5.00

2.70

2.50

2.70

5.00

4.50

2.50

4.50

2.50

5.00 5.00

2.70 2.70

5.00

4.50

5.00

2.70

2.50

4.50

4.50 4.50

2.50

5.00

2.70

1.86

4.50

4.50 5.00

2.70

4.50

4.50 5.00

AV. HACIENDA DE LAS CUMBR

4.50 4.50

4.50

4.50 2.50

2.50

4.50

4.50 4.50

5.00

2.70

C021

2.70

C020

2.70

C019

2.70

C018

C509 C488

C489

C390

5.00 5.00 5.00

C017B

C016B

C015B

C511

C487

C507

C456

C455

C398

C351

NPT=594.45

C512

C486

C457

C388

C389

C448B

C352

C342

C513

C485

C387

C394

C355

C354

C353

C344

C271

NPT=594.45

2.70 2.70

C356

C341

C273

2.70 2.70

C267

C268

C339

C340

C272

5.00

C186

C185

5.00

C169

5.00

2.70

C168

5.00

C097

C096

2.70

C264

C265

C458

C393

C357

C338

C276

C275

C274

C266

2.70

C188

C187

C386

2.50

C189

C166

C358

NPT=594.45

4.50

NPT=594.45

C514

C484

C165

C167

C337

C277

C261

C262

C263

C191

C190

C459

C391

NPT=594.45

C192

C163

C278

C336

C515

C483

NPT=594.60

C095

C260

C193

C162

C098

C259

NPT=594.45

C094

C359

C335

C279

C057

C056

5.00

C194

C280

C257

C258

C099

C334

C022B

5.00

C333

C160

C164

C100

C092

C093

C281

C256

C196

C161

C102

C020B

2.70

C019B

2.70

C014B

2.70

C021B

2.70

C013B

C018B

C014

IDF ² 3.89m

C360

VOZ Y DATOS

2.70

NSL=594.45

C013

C361

ELECTRICO

NSL=594.45

LOUVER FIJO DESMONTABLE CON EL 70% DE ÁREA LIBRE EFCTIVA PARA SALIDA DE AIRE (POR ARQUITECTURA).

0.80

C105

C101

C091

C058

C012B

C012

NSF=594.60

REGISTRO DE DERRAMES.

C197

C195

C460

2.70

C023

C024

C025

C026

C027

C028

C029

5.00

C011B

B-360² 8.35m

C362

NPT=594.45

2.70

C059

C010B

C011

C157

C159

C158

C103

C089

C090

C060

NPT=594.45

C009

C010

C106

C104

NPT=594.45

C088

C061

5.00

2.70

5.00

2.70

5.00

C055

B-361 ² 9.62m

2.70

C087

C063

C062

C054

2.70

CUARTO ELECTRICO

C086

C064

C052

C053

2.70

B-355

B-358

B-359

C363

C330

C331

C332

C282

C255

B-363 ² 10.66m

5.00

1 2 3 4 5 6 7 8 9

5.00

B-354

C005

C006

C284

C283

C516

C482

C510

C384

B-362 ² 10.31m

2.70

NPT=594.60

5.00

NSL=594.45

C007

C008

CUARTO ELECTRICO

C198

C366

C365

C364

C329

C285

C252

C253

C254

B-364 ² 10.60m

5.00

C004

1000 KG

NSL=594.45

C065

C156

2.70

C003

NB=594.60

1150 KG

NB=594.60

NPT=594.60

NPT=594.45

2.50

NB=594.55

NSF=594.60

C108

C107

C085

4.50

NPT=594.60

B-321 25.34 m2

N=595.963

18 17 16 15 14 13 12 11 10

C200

C199

C461

5.00

CHUTE DE BASURA

C109

C083

C084

C066

C051

C286

C251

C201

NPT=594.45

C154

C155

2.70

C082

C067

C050 C001

C002

C153

C326

C288

C287

B-365 ² 10.25m

5.00

C068

L-302 103.14M2

C111

C110

C367 2.70

2.70

C069

NPT=594.45

NSL=594.45

NPT=594.60

NB=594.50

N=594.99

C112

C080

NPT=594.45

C368

NPT=594.45

C517

C481

NPT=594.45

C385

5.00

C079

C081

C327

C328

C289

C248

C249

C250

C202

C324

C325

2.70

NB=594.45

N=594.73

C152

C291

C480

C462

C383

B-366 ² 10.18m

5.00

C071

C070

NSL=594.45

N=594.86

N=595.05

C113

C247

C205

C204

C203

C369 2.70

C078

C072

NPT=594.45

C051

C151

C149

C370

C323

C290

B-367 ² 8.58m

5.00

C031

C150

C292

C246

C381

C382

2.70

C073

C115

C114

C371

C322

C518

C380

B-368 ² 7.78m

5.00

B-352 ² 14.17m

NPT=594.45

C293

C465

C464

2.70

C077

C207

C372

C321

C519

C479

C463

5.00

C076

C320

C294

NPT=594.45

C245

C206

C373

1600 KG

VOZ Y DATOS

CUARTO ELECTRICO

C520

C467

C379

2.70

C076B

C077B

C032

C030

N=594.33

B-350

B-351

NPT=594.45

C319

NPT=594.45

1600 KG

C521

C466

C374

5.00

C033

NSL=594.45

NC=594.30

C148

C116

C075

2.70

C050

PENDI DE 2% ENTE

N=594.15

C147

C296

C295

C244

C208

C377

C376

C375

NPT=594.45

2.70

C034

NPT=594.45

5.00

N=593.75

ACCESO A SOTANO 3

C117

C241

C468

5.00

C048

C049B

2.70

N=593.68

C074

B-349

2.70

N=593.74

B-B'

C035

5.00

N=593.52

C146

C315

C316

C317

C318

M3 M4

C522

C469 C378

MONTACARGAS

C523

A BE SU TANO SO C478 5%

C477

2.70

C119

C118

C299

C297

C524

C476

C470

C298

C242

C209

C313

C471

C314

C300

NPT=594.45

C243

C525

C475

C472

NPT=594.40

5.00

C047

C049

C145 2.70

C037 C036

C051B

5.00

C046

C048B

5.00

AB-3-01

N=593.01

5.00

C038

C212

C210 2.70

C039 C045

5.00

4.15

9.00

TALUD

AV. LEONES 7.52

1.59

7.41

1.00

8.00

9.00

6.17

2.83

9.00

AB-3-01

126.00

E.S.

AB-3-01

Basement floor plan S3

A-A'

7.64 7.61

10.5

.45

AV. ALEJANDRO

1 10.5

DE RODAS

10.5 1

12.6

B-252 ² 17.09m SUBE

5.00 BAJA

5.00

C1194

2.70

5.00

C1195

2.70

5.00

C1196

NITARIO

1000

4.50

2.50

4.50

2.50

4.50

2.50

9.00

4.50

2.50

4.50 2.50

4.50

2.50

4.50 2.50

9.00

4.50 2.50 2.50

4.50 4.50

2.50

4.50

2.50

4.50

9.00

2.50

4.50

4.50 4.50

9.00

4.50

0.94 4.50

8.06

4.50

1.40 7.60

4.50 4.50

4.50

1.31

4.50

7.69

4.50

2.70

5.00

2.50

166.15

9.00

2.50

5.00

4.50

2.50

4.50

2.50

9.00

2.50

4.50

3.80

4.50

5.00

2.70 5.00

B-262 ² 9.50m

9.00

B-264 ² 17.06m

B-265 ² 23.89m

2.70 5.00

2.70

B-272 ² 17.30m

5.00

B-273 ² 14.98m

2.70

B-270 ² 17.29m

C1059

B-274 ² 14.99m

5.00

9.00

2.70

B-271 ² 16.70m

2.70

C1066

C1054

9.00

5.00

2.70

5.00

2.70

2.70 2.70

NPT=597.65

C1055 2.70

5.00

C1062

2.70

C1056

5.00

2.70

5.00

C1063

2.70

C1061

5.00

2.70

C1064

5.00

5.00 5.00

2.70 2.70

C1060

C1065

2.70 5.00

5.00

C1007

5.00

9.60m

C1058

5.00

C1010

C1009

C1008

C1006

C1057 B-269 ²

5.00

2.70

5.00

2.70

5.00 5.00

C1067

C1040

C1041

C1042

C1043

C1044

C1045

9.00

2.70

C1046

C1047

C1048

C1050

C1049

C1051

B-275 ² 13.91m

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

B-276 ² 14.71m

TALUD

9.00

2.70

C1039

5.00

C1038

2.70

C1037

5.00

C1036

2.70

C1035

5.00

C1034

2.70

C1033

5.00

C1032

2.70

C862

5.00

C861

2.70

C860

5.00

C859

2.70

C858

5.00

C857

2.70

C856

5.00

C855

2.70

C854

5.00

2.70

5.00

NPT=597.65

C1052

C853

5.00

C852

2.70

B-201 ² 26.69m

C851

5.00

B-202 ² 27.34m

C850

2.70

B-204 ² 18.71m

C849

5.00

B-206 ² 39.50m

C848

2.70

B-207 ² 16.71m

C847

5.00

B-208 ² 17.67m

NPT=597.65

C846

2.70

B-210 ² 11.88m

C1053

C686

B-203 ² 12.77m

C845

B-211 ² 12.24m

5.00

B-205 ² 20.86m

2.70

NT=597.60

N=598.52

4.15

9.00

NPT=597.75

AV. LEONES 4.10

4.90 1.48

7.52

1.59

7.41

1.00

8.00

9.00

6.17

2.83

9.00

126.00

AB-3-01

N=598.57

9.00

2.50 2.50

2.50

2.70

2.50

5.00 2.70

5.00

2.50

2.70

5.00

2.50

2.70

2.50

5.00

2.70

2.50

5.00

2.50

5.00

2.50

2.70 2.70 1000

B 10 7

8 6

S 1

5.00 5.00

5.00 5.00 5.00 5.00 5.00 5.00

5.00

2.70 2.70

B-266 ² 25.39m

C1068

NPT=597.65

C1011

2.70

2.70 2.70

2.70

5.00

2.70

4.50 2.50

4.50

2.50

4.50

5.00 2.70

5.00

2.70

5.00

2.70

5.00 2.70

5.00

2.70

5.00

2.70

5.00 2.70

5.00

2.70

5.00 KG

E10 1000

E11 34

5.00

2.70 2.70 2.70 2.70 2.70

2.70 2.70

5.00

2.70

5.00

2.70

5.00

2.70

C1003

2.70

2.50

C1072

4.50

B-263 ² 10.13m

B-268 ² 12.82m B-267 ² 21.66m

C1014

C1012

C1004

2.70

5.00

9.00

4.50 2.50

4.50

5.00

2.70 4.50

2.50

4.50

2.50 2.70

5.00

2.70

5.00 2.70

2.70 2.70 2.70 2.70

2.70

5.00

2.70

5.00

2.70

2.70 2.70 2.70

2.70 2.70 2.70 2.70 2.70 2.70

4.50

2.50

2.70

2.70 2.70 2.70 2.70 2.70 2.70 2.70

2.70

2.70 2.70 2.70

2.70

5.00

2.70

2.50

2.70

2.70 2.70 2.70 2.70

2.70 2.70

5.00 5.00 5.00

5.00

5.00 5.00

2.70

5.00

5.00 2.70

5.00

2.70

5.00

2.70

2.70 2.70

5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 2.70 5.00

5.00

2.70 5.00

5.00

2.70 5.00

5.00

2.70

2.70 2.70 5.00

5.00

2.70

2.70 2.70 2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70 2.70

3.80

5.00

2.70

5.00

2.70

2.70 2.70 2.70

800 KG

E6 800 KG

E12

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 2.70 2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70 2.70 2.70

5.00

MAQ EST.

5.00

4.50

2.70

C1075

C1074

C1073

2.50

C1071 5.00

5.00

4.50

2.50

5.00

2.50

2.70

5.00 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70

2.70 2.70 2.70 2.70

2.70

2.70 2.70 2.70 2.70 2.70

2.70 2.70 2.70

2.70 2.70

2.70

5.00

4.50

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70 5.00

2.70

2.70 5.00

5.00

2.70 2.70

5.00

2.50

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 5.00

4.50

2.70

2.50

5.00

2.70

4.50

2.50

5.00

4.50 2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00

NPT=597.60

C1070

C1016

5.00

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00

MAQ EST.

5.00 2.70 5.00

5.00

2.70

HIDROSA

5 KG

1000

4 KG

1000

5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

MAQ EST.

2.70

5.00

2.70

2.70 5.00

2.70

1000

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70

5.00

2.70 5.00

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00

B-212 ² B-209 10.59m NPT=597.7519.55m²

N=598.05

N=598.55

AB-3-01

B-B'

2.70

B-213 ² 10.91m

N=598.13

N=598.76

C1077

BAJA A SOTANO 3 C1076 5%

2.70

5.00

5.00 5.00

5.00

2.70

5.00 MAQ EST.

2.70

2.50

5.00

2.50

5.00

2.70

2.50

2.50 1000

2.50

5.00

2.50

5.00

4.50

2.50

5.00

2.70 4.50

2.70

2.50

4.50

2.70

2.50

4.50 4.50

2.50

5.00

2.50

2.70

4.50

2.50

2.70

C1078

2.70

5.00

2.70

5.00

C1079

C1142

C1143

C1013

C1005

NPT=597.65

C1080

C1141

2.70

5.00

C940

C1083

C1082

C1081

C1140

2.70

ELECTRICO

5.00

3.80

C1139

2.70

5.00

REGISTRO PARA MEDIDORES HIDRAULICOS

C1138

2.70

SANITARIO HIDRAULICO

5.00

C939

C1137

2.70

IDF

5.00

C999

C1000

C1001

C943

BAJA A C1085 SOTANO 3 5%

2.70

5.00

4.50

2.50

4.50

2.50

5.00

VOZ Y DATOS

4.50 4.50

C1086

2.70

4.50

2.50

5.00

2.70

PARTEAGUAS

4.50 5.00

C1146

C1145

C1018

C1069

C1002

C942

C941

SUBE A C1088 SOTANO 1 5% C1087

2.70 2.70

4.50

5.00

AV. HACIENDA DE LAS CUMBR

4.50

4.50 2.70 2.70

C863

5.00

C844

C1147

C1015

C998

C945

C1089

C1134

C1135

C1017

C997

C944

C938

C687

5.00

C936

2.702.70

C769

C947

C946

C937

C864

5.00

C766

C866

C865

C843

5.00

2.70

C841

C842

NPT=597.65

C932

C933

C935

5.00

C770

C767

C768

C995

C996

NPT=597.65

C948

C934

NPT=597.65

2.70

C712

C870

C869

C867

5.00

C763

C764

C765

C931

C868

C839

C840

2.70

C715

C714

C713

C837

C838

C772

C771

5.00

C774

C773

2.70 2.70

C762

C1148

NPT=597.65

C1021

C1020

2.50

C711

C759

C760

C761

NPT=597.65

C871

C836

C950

C949

4.50

C688 2.70

NPT=597.60

N=597.89

C775

C951

C929

C930

C1090

C1133

C718

C716

C873

C872

C1149

NPT=597.80

5.00

N=597.86

C708

ACCESO SOTANO 2

N=598.35

C719

C717

C709

C710

N=597.80

N=597.84

2.70

N=597.16 N=597.39

C758

C928

C874

C834

C835

5.00

VOZ Y DATOS

5.00

C705

N=597.72

N=598.02

C720

C706

C707

TALUD

N=598.22

C833

NPT=597.65

5.00

ELECTRICO

C704

C691

C690

C689

PENDIE DE 1% NTE

N=597.18

N=597.74

C776

C1150

C1144

C994

NPT=597.65

C778

C777

C1091

C1132

C1023

2.70

C703

2.70

N=597.37 N=597.94

C692

B-219 ² B-218 ² 12.91m 13.28m B-217 ² 12.79m B-214 ² B-215 ² B-216 ² 13.35m 12.55m 13.06m

C755

C756

C757

C1092

C1131

C1136

5.00

C685

1 2 3 4 5 6 7 8 9

1000 KG

NPT=597.65

C721

5.00

N=596.67

N=596.93

SALIDA DE 2 SOTANO N=596.82

N=596.93

18 B 17 16 15 14 13 12 11 10

2.70

1150 KG

C684

5.00

PUERTA EMERGENCIA

N=596.52

N=596.94

2.70

N=595.86

PUERTA EMERGENCIA

C722

C1024

C1019

2.70

5.00

N=595.86

2.70

N=595.86

C723

C701

C702

C1093

C1130

C1084

B-253 ² 12.06m

5.00

NPT=597.75 N=596.05

NPT=597.65

2.70

NPT=597.65

C699

C694

C693

NPT=597.80

5.00

2.70

B-254 ² 9.62m

C993

C682

C683

C659

5.00

C990

C991

C992

C661

C660

CHUTE DE BASURA

C1151

NPT=597.65

C662

O CUART RICO ELECT

B-221 ² 21.66m

N=594.99

2.70

C954

C926

C927

B-255 ² 10.32m

5.00

2.70

C953

C952

C925

C877

C876

C875

2.70

C988

C989 2.70

C830

C831

C832

NPT=597.65

C956

C955

C1152

C1022

B-256 ² 10.66m

5.00

C781

C780

C779

C923

C924

2.70

C752

C753

C754

NPT=597.65

C1026

5.00

C724

C879

C878

B-258 ² 10.24m

B-257 ² 10.61m

C987 2.70

5.00

2.70

C725

C828

C829

C1129

C1153

NPT=597.65

C1025

5.00

C783

C782

C986 2.70

C750

C751

C985

NPT=597.65

C958

C957

C1027

5.00

C726

C697

C698

NPT=597.65

C695

NPT=597.65

C959

2.70

C727

C920

C921

B-259 ² 10.16m

5.00

2.70

C696

C665 C681

C728

B-231 ² 20.37m

C984 2.70

5.00

B-230 ² 14.17m

C919

C882

C881

C880

B-260 ² 8.60m

5.00

C678

C679

C826

C827

C983

C960

C1154

B-261 ² 7.78m

2.70

NPT=597.65

C667

C666

C825

NPT=597.65

C784

C982

5.00

C786

C785

C961

C918

C883

C1156

C1029

C1028

2.70

C747

C748

C749

C729

B-233 ² 9.43m

C824

C981

5.00

C730

B-234 ² 10.89m

B-232 ² 11.15m

C917

C884

C1157

C1030

C1155

2.70

C787

C962

C1094

C1159

C1031

5.00

2.70

C674 C675

C676

C677

C823

C979

C980 2.70

5.00

C746

2.70

ACCESO SOTANO 3

N=594.73

5.00

C670

C669

5.00

N=594.81

2.70

C673

C668

C664

N=594.86

C788

NPT=597.65

C1128

C1158

C978

NPT=597.65

C963

C916

C885

NPT=597.65

C977

C966

C915

C886

C822

2.70

C672

C671 5.00

C663

N=595.05

5.00

3.80

C680

B-223 ² 19.71m

B-222 ² 20.41m

N=594.33

5.00

C745

1000

PUERTAENCIA

EMERG

B-225 ² 19.01m

B-224 ² 20.08m

C789

C967

C965

C964

C913

C914

5.00

C821 2.70

1500

PUERTAENCIA

EMERG

C744

NPT=597.65

C911

C912

C888

C887

VYD

C1095

C1160

C976

1600 KG

CUARTO ELECTRICO

C1127

2.70

C790

C968

5.00

IDF

NPT=597.65

C890

C889

C819

C820

5.00

C817

C818

NPT=597.65

1600 KG

1097

C1096

2.70

C791

5.00

CHUTE BASURA

RES REGIST LICOS PARA MEDIDO HIDRAU

C792

C975

5.00

8.47

C743

5.00

C794

C793

C741

C742

C910

M3 M4

C1098

A 1 BE SU NO TA SO 5%

C1126

C1161

C969

2.70

C740

L-201 239.90M2

NPT=597.75

C1162

5.00

C891

C1100

C1099

NPT=597.60

C1125

2.70 2.70

C739

C970

C1163

2.70 2.70

C908

C1124

5.00

C816

C971

C909

C892

C1101

5.00

C795

C972

C907

5.00

C893

C1123

C1164

2.70

8.48

C815

C1102

C1122

5.00

.70

C906

C894

C1165

2.70

ICO ELECTR

RIO LICO

C814

C1103

C973

5.00

C796 C738

C905

5.00

2.70

800 KG

NPT=597.65 11

C797

C1104

C1121

C904

NPT=597.65

C896

C895

C813

C1105

5.00

NPT=594.40

NPT=597.65 2.70

597.80

NSL=

M1 M2

C903

C897

C1106

2.70

C974

2.70

5.00

597.632

597.80

NSL=

597.80

C737

C811

C1107

NPT=597.60

C1166

5.00

2.70

NPT=

SUBE S1 NPT=

11.4

NPT=597.75

C902

C898

C810

C812

C798

NPT=597.60

2.70

C799

C736

C1108

5.00

C1167

C899

2.70

5.00

9 8 7 6 5 4 3 2 1

C1109

C1120

2.70

5.00

C800 2.70

S HUECO DE ESCALERA AS ELECTRIC

NPT=597.75

5.00

C735

C900

2.70

NPT=597.65

(601.00)

C1110

C1119

C1168

C809

2.70

A "S1"

C802

5.00

2.70

597.80

(597.80)

C808

C801

C734

5.00

C807

2.70

NPT= 597.632

C731

C1111

C1118

5.00

NSL=

DE "S2"

C1113

C1112

2.70 5.00

5.00

C803 2.70

5.00

2.70

10.3 BAJA

5.00

4.50

2.50

C804

5.00

C732 2.70

597.80

NSL=

NPT=

5.00

2.70

ELECTRICA

10 11 12 13 14 15 16 17 18 BAJA S3

SUBE

B-227 ² 20.22m

4.50

C806

NPT=597.65 2.70

5.00

2.70

5.00

N=593.68

4.50

5.00

C733 2.70

5.00

2.70

5.00

B-235 ² 13.99m

B-226 ² 20.61m

C805 2.70

CHUTE BASURA

5.00

CHUTE BASURA

5.00

ESCALERA

2.70

5.00

2.70

C1221

5.00

B-228 ² 19.51m

5.00

2.70

5.00

B-229 ² 18.44m

5.00

2.70

5.00

O CUART RICO ELECT

C1114

C1117

C1169

C1223

5.00

C1218

SANITA HIDRAU

C1115

C1116

5.00

C1217

Y DATOS

C1274

2.70

C1219

VOZ

CUARTO ELECTRICO SERVICIOS

MAQ EST.

NPT=597.75

C1170

C901

2.70

NPT=594.40

SERVICIOS

5.00

C1273

NPT=597.65

2.70

2.70 2.70

C1171

5.00

C1272

C1258

NPT=597.65

2.70

C1271

C1270

NPT=597.65

C1220

2.70

C1269

C1260

2.70

C1215

C1268

C1172

2.70

C1212

C1214

C1267

C1173

2.70

4.50

C1262

C1261 5.00

C1253

C1216

C1174

C1224

C1259

2.70

C1213

C1266

C1265

C1264

C1263

C1222

C1254

C1175

2.70

C1256

5.00

4.50

5.00

C1257

C1255

C1176

C1225

2.50

5.00

C1226

2.50

2.70

5.00 2.70

5.00

2.70

C1211

N=593.52

C1177

NPT=597.65

2.70

5.00

2.70

N=593.74

C1178

C1227

4 24 m² B- .03 13

2.70

5.00

C1252

B-B'

C1179

C1228

5.00

C1251

C1210

AB-3-01

C1180

2 24 m² 0 B- .22 25 m² B- .67 13 1 12 24 m² 9 B- .89 23 m² 10 2.70 B- .08 0 10 24 m² B- .03 2.70 17

2.70

C1250

3 24 m² B- .93 10

5 24 m² B- .36 12

2.70

1110

9 24 m² B- .08 13

1 25 m² B- .12 13

8 23 m² B- .81 11

C1207

C1249

6 24 m² B- .39 13

2.70

C1206

C1239

C1240

8 24 m² B- .38 13

NPT=597.75

C1241

C1229

C1248

C1209

C1181

C1230

C1247

C1205

C1208

C1182

C1231

C1204

7 24 m² B- .62 14

C1232

C1203

C1237

C1238

C1233

C1234

C1235

C1236

C1242

C1244 C1245

NPT=597.65 C1246

B-237 ² 13.91m

C1183

NPT=597.65

C1243

C1201 C1202

B-236 ² 16.84m

C1184

C1185

C1186

C1187

C1188

C1189

C1190

C1191

C1192

C1193

4.50

C1198 C1199

C1200

4.50

C1197

4.50

E.P.

SALIDA DE SOTANO 3

N=593.03

C144

2.70

C046B

C047B

5.00

C044

1000

C045B

5.00

C117

C237

C239

C240

C211 2.70

N=592.04

N=590.99

NPT=594.45

5.00

C143

2.70

1500

N=592.14

C118

2.70

5.00

C042 C043

C302

C312

C301

C238

C214

C142

C303

C475

2.70

C117

5.00 5.00

C215

C213

NPT=594.45

C311

5.00

C040

C235

C236

C216

C139

C140

C473

2.70

5.00

C041

3.80

2.70

C138

C141

C526

C310

5.00

C118

5.00

C218

C527

C474

C304

C234

C217

C119

2.70 2.70

C305

C232

C233

C219

C528

5.00

C306

NPT=594.45

2.70

C120

NPT=594.55

2.70

C221

C231

C529

C309

5.00

C121

B-324 ² 15.01m

C222

C530

2.70

C307

5.00

C137 C122

C531

C658

2.70

C230

NPT=594.45

2.70

5.00

IDF

NPT=593.20 NPT=593.63

SITE IDFS

B-322 ² 16.96m

RIO LICO SANITA RO HIDRAU RES REGIST LICOS PARA MEDIDO HIDRAU

Y DATOS

8.47

VOZ

2.70

NPT=594.40

2.70

5.00

8.48

B-323 ² 67.73m

NPT=594.91

NPT=592.48

2.70

.70

38 N=590.99

ICO ELECTR

NPT=594.45

C136

800 KG

NPT=594.45

NPT=591.40

5.00

5 11.4

M1 M2

B-325 ² 15.32m

N=590.91

2.70

C123 MAQ EST.

C532

C596

2.70

5.00

C657 C308

C229

C220

C135

C134

C124

SUBE

5.00

Fosa ras escale

9 8 7 6 5 4 3 2 1

10 11 12 13 14 15 16 17 18

C133 2.70

B-327 ² 15.28m

5.00

NPT=594.55

NPT=591.29

N=591.17

C125

C224

C228

C223

2.70

10.3

B-328 ² 15.30m

NPT=594.40

C533

C597

C656 5.00

C132

C126

NPT=594.45

C595

NPT=590.75

C534

C598

5.00

C655

2.70

5.00

N=589.97

C536

C535

2.70

5.00

C225

C131 2.70

2.70

5.00

2.70

5.00

2.70

NPT=591.06 NPT=592.01

C537

C600

5.00

2.70

5.00

B-329 ² 15.75m

N=590.45

2.70

C594

5.00

SUBE

N=589.972

N=590.339

NPT=590.291

5.00

B-330 ² 15.71m

C585

NPT=594.45

C130

2.70

5.00

C593

5.00

C586

C226

C129 2.70

2.70

5.00

C592

5.00

B-326 ² 15.29m

N=590.05

N=590.29 N=590.15

5.00

C588

2.70

BAJA

N=589.25

C128 2.70

CHUTE BASURA

C589

2.70

5.00

CHUTE BASURA

C633

C584

C538

NPT=594.60

2.70

5.00

DROP OFF

C601

2.70

C590

B-331 ² 14.04m

N=589.41

CUARTO ELECTRICO

SERVICIOS

MAQ EST.

C653

5.00

C591

5.00

N=589.10

SERVICIOS

5.00

C652

C599

2.70

C583

C651

C649

NPT=594.45

2.70

N=589.16

C648

C227

C587

C582

C539

2.70

NPT=594.45

C634

2.70

C540

2.70

5.00

C127

2.70

C580

C581

C541

C602

4.50

C636

C632

N=588.18

5.00

2.70

N=588.16

5.00

C647

5.00

2.70

N=587.43

C542

5.00

C543

C603

C654

C638

C635 5.00

C579

C544

5.00

2.70

N=587.82

N=587.58

N=587.56

C545

C604

C639

5.00

C605

2.50

C641

C637

2.70

5.00

2.70

C631

C644

C643

C646

C645

5.00 2.70

2.70

4.50

C642

5.00

C640

2.70

5.00

C578

5.00

5.00 5.00

5.00

C546

NPT=594.45

2.70

5.00

2.70

C547

C607

2.50

2.70

5.00 2.70

5.00

2.70

5.00 2.70

2.70

N=586.92 N=587.22

2.70

C630

C577

C548

C608

3.80

5.00

2.70

C629

N=587.59

2.70

C628 C576

C549

C609

5.00

N=586.54

2.70

N=586.21

C575

C550

C610

2.70

5.00

NPT=594.55

N=586.65

C618 C619

C574

B-332 ² 16.83m

N=586.31

C551

C611

5.00

N=586.11

C627

C612

C626

C573

B-333 ² 13.95m

C613

N=585.59

C616

C617

C620

C572

C614

C615

C621

C625

N=585.65 N=585.62

C552

C553

C554

C555

NPT=594.45

C622

16 17

C623 C624

NPT=594.55 NPT=594.45

C556

C557

C558

C559

C560

C561

C568

C569 C570

C571

4.50

C565

C566 C567

N=585.75

A-A'

Basement floor plan S2

South View

North View

AB-3-01

Floor plans A-A'

7.64

7.61

U. M. PASEO CUMBRES, AV. LEONES, MONTERREY, NUEVO LEON.

10.5

.45

AV. ALEJANDRO

.51

DE RODAS

10.5 1

12.6

5 15 B- .68m² 16

NOTAS GENERALES

SUBE

5.00 BAJA

5.00

C1867

2.70

5.00

C1868

2.70

5.00

C1869

4.50

C1848

5 KG

1000

4.50

2.50

4.50

2.50

4.50

2.50

4.50

2.50

5.00 2.70

4.50

2.50

4.50

2.50

4.50

2.50

4.50 2.50

4.50 2.50 2.50

4.50

2.50 2.50

4.50 4.50

2.50 2.50

4.50 4.50 2.50 2.50 2.50 2.50

4.50 4.50 2.502.50

4.50 4.50

5.00

2.50 2.50

5.00

4.50

2.50 2.50

2.50

2.70

4.50

2.70 2.70

4.50

2.50

5.00 5.00 2.70 2.70

5.00 5.00

2.50

2.70

5.00

4.50 4.50

2.50

4.50

5.00 5.00

2.50

5.00

2.50

5.00

4.50

2.70

5.00

2.50

5.00

2.70 2.70

2.50

5.00

2.50

2.702.70

5.00 5.00 2.70 2.70

4.50

2.50

5.00 5.00

C-X

4.50

2.70 2.70 2.70 2.70

NSL 0.00

5.00

2.70

5.00

2.70 5.00

2.70

5.00

2.50

C1784

2.50

C1783

B-162 ² 9.51m

B-166 ² 25.40m

B-165 ² 23.90m

2.70

5.00

2.70

C1779

5.00

B-164 ² 17.08m

B-171 ² 17.54m

C1719

2.70

4.50

5.00

2.70

2.50

3.80

2.70

2.50

4.50

2.50

XX-XX-XX

4.50

B 10 7

S 12

5.00

4.50 4.50

2.50 2.50 2.50 2.50

5.00

2.70

5.00

2.50

5.00

5.00 5.00 5.00

5.00

5.00 5.00 5.00

3.80

5.00 KG

1000

E11 4

5.00

E10

2.70 2.70 2.70

E-X

XX-XX-XX

B-163 ² 10.15m

C1720

5.00

2.70

C1721

2.70

5.00

2.70

5.00

C1696

C1697

C1698

2.70 5.00

2.70

5.00 2.70

2.70

2.70 2.70 2.70

2.70

2.70 2.70

5.00

2.70

2.70 2.70 2.70 2.70

5.00

2.70

2.70 2.70 2.70 5.00

4.50 4.50

2.50

2.50 2.70

5.00

2.70

5.00 2.70

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70 2.70

2.70

2.70 2.70

2.70

5.00

2.70 5.00 5.00 5.00

2.70

4.50 4.50

2.50

2.70

2.70 2.70 2.70 2.70

2.70

5.00

2.70

5.00

2.70 2.70 2.70

5.00 5.00 5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00

NPT=600.85

5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00

2.70 2.70 2.70

C1786

C1785

4.50

B-175 ² 18.31m

B-172 ² 14.96m

B-176 ² 16.68m

B-173 ² 15.01m

5.00

4.50

2.50

2.70

2.70 2.70 2.70 2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70

2.70 5.00 5.00

2.70 5.00

2.70

5.00

2.70

5.00 5.00

5.00

2.70 2.70 2.70 5.00

5.00

2.70

5.00

2.70 2.70

5.00

2.70

5.00 5.00 5.00

2.70 2.70

2.70

5.00 2.70

2.70 2.70

2.70

5.00

2.70

5.00

5.00 5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70 5.00

5.00

5.00 2.70

2.70 5.00

2.70

2.70 2.70

2.70

5.00

2.70 5.00

5.00

2.70 MAQ EST.

800 KG

C1077

BAJA A SOTANO 2 C1787 5%

4.50

B-168 ² 13.01m B-167 ² 21.66m

2.70

5.00

2.70 5.00

5.00

2.70

5.00

5.00 5.00

5.00

2.70

5.00

2.70

5.00

2.70

5.00 2.70

800 KG

D-X

XX-XX-XX AB-3-01

B-B'

4.50

2.70

5.00 2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70

5.00

2.70

5.00

2.70

5.00

2.70 5.00

5.00

5.00 2.70 5.00 2.70

2.70

4.50

2.70

5.00

2.70

2.50

5.00

4.50

2.70

2.50

4.50

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

5.00 5.00

2.70

2.70 5.00

5.00

2.70

2.70 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00 2.70

5.00

2.70

5.00 2.70

5.00

2.70

MAQ EST.

5.00

2.70

5.00

5.00 2.70

2.70

5.00

2.70

E12

C1142

2.70

C1643

C1642

5.00

5.00 2.70

2.70

CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

C1082

C1081

2.70

5.00 2.70

2.70

CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO

REVISIONES

5.00

C1778

5.00

2.50

2.70

4.50 4.50

FECHA

2.50

2.70

2.70 2.70

2.70

5.00

5.00 5.00

2.70

5.00

2.70

5.00

2.70

5.00

5.00 5.00

2.70

5.00

2.70

2.70 5.00

2.70 2.70

5.00 5.00

2.70

2.70 2.70 5.00

2.70 5.00

2.70

5.00

5.00 5.00 5.00

2.70 2.70

5.00 5.00

2.70

5.00

2.70 5.00

5.00 2.70 2.70 2.70

2.70

5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

2.70 5.00

5.00

2.70

2.70 2.70

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70 2.70 2.70 5.00

5.00

2.70

5.00

2.70

5.00 5.00 5.00

2.70 2.70 5.00 5.00 5.00 5.00

2.70

2.70 2.70

2.70

5.00 5.00

5.00

5.00 5.00

2.70

5.00

2.70 2.70 2.70

C1741 2.70

5.00

2.70

5.00 2.70

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

2.70 2.70

2.70

5.00

2.70

2.70 5.00

5.00

2.70 5.00

5.00

2.70

5.00

2.70

5.00

2.70 5.00

5.00 5.00

5.00

2.70

2.70 2.70 2.70 2.70 2.70 2.70 2.70

2.70

C1742

C1764

5.00

2.70

5.00

2.70

C1743

5.00

2.70

C1744 2.70

2.70

NPT=600.85

C1761

C1762

5.00

2.70

C1746

C1745

C1763

5.00

2.50

4.50 2.50

4.50

2.50

4.50

2.50

4.50 2.50

4.50

2.70

2.50

2.70

4.50

2.70

C1747 5.00

2.70

2.50

18/12/21 Rev. D

5.00

4.50

2.70

5.00

DIEN PEN 8% DE

2.70

C1767

C1766

C1765

5.00

C1740 2.70

NPT=600.85

5.00

NPT=600.85

N=598.80

C1768

C1711

2.70

C1710

C1709

C1706

5.00

C1712

C1707

C1708

03/11/21 Rev. C

C1749

C1748

C1758

C1759

2.70

SALIDA DE SOTANO 1

C1705

C1633

C1629

C1630

05/10/21 Rev. B

C1757

5.00

C1634

C1632

C1631

C1628

FIRMA

25/08/21 Rev. A

C1751

C1750

C1760

5.00

C1627

C1547

C1772

C1771

C1770

C1769

2.70

C1545

C1542

NPT=600.85

C1716

C1715

C1714

C1713

5.00

C1546

C1544

C1704

5.00

C1548

C1543

C1701

C1702

C1703

NPT=600.85

2.70

C1541

C1459

C1458

C1638

C1637

C1636

C1635

C1752

NPT=600.85

C1756

5.00

C1460

C1457

C1626

5.00

C1455

C1456

C1623

C1624

C1625

C1549

2.70

C1453

C1454

NPT=600.80

C1552

C1551

C1550

C1540

5.00

2.50

C1391

C1538

5.00

C1394

C1393

C1392

C1537

C1539

NPT=600.85

C1773

2.70

C1462

C1461

C1717

5.00

C1387

C1389

C1390

C1464

C1463

C1700

5.00

4.50

ADMINISTRACION

C1452

C1639

C1622

2.70

SEGURIDAD

C1449

C1450

C1451

C1553

5.00

NPT=600.85

C1397

C1396

C1395

C1536

C1774

5.00

2.70

C1352

B-102 ² 42.40m WC WC

N=599.032

C1398

C1465

C1718

C1699

2.70

C1385

C1386

NPT=600.85

C1448

C1640

5.00

C1354

C1353

C1754

C1755

2.70

C1383

C1384

C1355 2.70

B-103 ² 11.23m

C1388

N=599.011

5.00

NPT=600.85

C1356 2.70

GUA

TEA

PAR

C1753

2.70

5.00

B-104 ² 18.88m

C1304

NCIA VIGILA ² 16.00m

N=598.881

5.00

2.70

B-105 ² 19.40m

C1305

C1399

NIVEL SUPERIOR DE LOSA DE AZOTEA

NIVEL INDICADO EN CORTE/ALZADO

2.50

5.00

C1722

C1695

C1641

C1621

NIVEL SUPERIOR DE LOSA

C1143

2.70

C1382

C1554

C1535

NIVEL DE FIRME TERMINADO

C1080

C1078

C1782

NPT=600.85

C1466

NIVEL DE PISO TERMINADO NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL INDICADO EN PLANTA

C1083

C1079

MAQ EST.

5.00

2.70 5.00

2.70

5.00

2.70

2.70 5.00

5.00

2.70

5.00

2.70

5.00

5.00 2.70

5.00

2.70

4.50

2.70

5.00

4.50

5.00

2.70

5.00

2.70

5.00

2.70

5.00

2.70

5.00

B-106 ² 21.64m C1306

ADMIN ² 24.00m

C1357

C1307

C1447

NIVEL DE BANQUETA

N.P.T: N.S.L.E:

C1086

C1139

C1140

C1141

2.70

4.50

2.70

MAQ EST.

2.50

2.70

5.00

C1308

B-107 ² 23.80m

C1400

NIVEL DE ARROYO VEHICULAR

N.BQ:

SIMBOLOGIA

BAJA A C1085 SOTANO 2 5%

C1137

C1138

5.00

C1136

2.70

5.00

2.70

C1381

NIVEL SUPERIOR DE CALLE

N.A.V:

N.S.L.A:

SUBE A C1088 SOTANO 1 5% C1087

2.70

5.00

2.70

5.00

C1134

5.00

2.70

C1089

5.00

2.70 2.70

ELECTRICO

5.00

REGISTRO PARA MEDIDORES HIDRAULICOS

C1133

5.00

2.70 2.70

SANITARIO HIDRAULICO

NITARIO

1000

3 E1

2.70

2.70 5.00

5.00 5.00

5.00 2.70

2.70

5.00

2.70 5.00

2.70

5.00

2.70

5.00 5.00

2.70

5.00

2.70

5.00

5.00 5.00

5.00

IDF

5.00

2.702.70

VOZ Y DATOS

2.50

5.00

2.70

2.50 2.70

1000

2.50

5.00

4.50

2.70

2.50

2.70

2.50

5.00

1000

5.00

4.50

2.50

5.00

HIDROSA

2.50

1000

2.50

4.50

2.70

2.50

5.00

2.70 4.50

2.50

1000

2.50

5.00

3.80

5.00

2.70

C1090

BANCO DE NIVEL NIVEL DE JARDINERA

N.S.C:

N.S.L:

C1135

C1781

2.50

5.00

2.70

4.50 4.50

4.50

2.70

2.50

4.50

2.50

2.70

2.50

2.50 5.00

C1694

C1780

C1723

C1776

N=598.57

N=598.80

C1132

NPT=600.80

4.50

5.00

C1619

C1091

C1131

C1724

C1693

NPT=600.85

C1358 2.70

N=597.02

N=598.68

2.70

C1692

C1644

C1620

NPT=600.85

C1817

C1775

N=598.52

N=598.55

5.00

C1646

C1645

C1092

C1615

C1617

C1555

5.00

2.70

C1556

C1534

5.00

C1533

C1647

C1616

C1618

5.00

C1557

C1558

C1532

2.70

NPT=600.85

C1468

C1467

NPT=600.80

C1559

C1818

NPT=601.00

C1691

C1560

C1530

C1531

C1469

NPT=600.85 5.00

B-108 ² 23.21m

N=598.35

2.70 2.70

5.00

C1690

NPT=600.80

5.00

2.70

C1310

C1309

ACCESO SOTANO 2

5.00

2.70

C1649

VOZ Y DATOS

5.00

C1470

C1446

C1529

C1820

C1819

NPT=600.85

C1777

C1311

B-109 ² 22.91m

N=597.84

5.00

2.70

C1689

ELECTRICO

C1471

C1821

C1728

C1727

C1725

2.70

5.00

2.70

B-110 ² 21.06m

5.00

C1688

C1648

C1614

C1561

C1823

C1822

C1312

N=597.74

2.70

5.00

C1442

C1528

C1130

C1730

C1726

2.70

C1613

5.00

2.70

5.00

2.70

AV. HACIENDA DE LAS CUMBR

4.50

5.00

2.70

C1651

C1093

B.D.N: N.D.J:

C1084

5.00

C1686

C1687

C1650

C1612

C1562

C1685 2.70

5.00

C1472

C1445

C1611

C1563

B-156 ² 42.66m

5.00

2.70

C1473

NPT=600.85

C1610

C1824

NPT=600.85

C1731

C1729

C1684

NPT=600.85

C1825 C1732

B-158 ² 10.24m

2.70

5.00

2.70

C1402

C1401

C1565

C1564

C1526

C1527

C1655

C1654

C1653

C1652

C1733

5.00

C1525

C1474

C1440

C1444

C1607

C1608

C1609

NPT=600.85

B-159 ² 10.16m

B-157 ² 10.60m

C1683 2.70

5.00

2.70

5.00

2.70

C1379

C1380

C1524

NPT=600.85

C1606

C1568

C1566

C1681

C1682

C1656

5.00

2.70

5.00

2.70

NPT=600.85

C1360

C1477

C1441

C1443

C1403

C1569

C1567

C1523

C1680

C1658

C1657

2.70

5.00

C1404

2.70

2.50

C1378

C1359

NPT=600.85

C1522

C1475

C1604

C1605

B-160 ² 8.60m

C1826

C1734

5.00

2.70

4.50

5.00

2.70

B-114 ² 11.43m

B-113 ² 10.50m

C1439

C1405

C1521

C1476

C1438

C1408

2.70

5.00

2.70

5.00

2.70

5.00

C1377

C1362

C1361

C1437

2.70

5.00

S 1 2 3 4 5 6 7 8 9 10

B-115 ² 16.65m

5.00

C1350

C1351

18 B 17 16 15 14 13 12 11 10

5.00

2.70

5.00

2.70

C1376

2.70

C1349

C1314

C1313

5.00

2.70

1000 KG

C1410

C1409

C1407

C1406

C1520

NPT=600.85

C1480

C1478

C1659

C1603

NPT=600.85

C1570

C1679

2.70

5.00

NPT=601.00

C1348

B-112 ² 21.23m

C1375

C1363

C1436

C1571

B-161 ² 7.78m

5.00

2.70

5.00

B-111 ² 21.04m

C1372

C1373

C1374

C1364

B-116 ² 8.49m

C1411

C1602

C1572

C1518

C1678

2.70

5.00

2.70

5.00

3.80

NPT=600.85

C1366

C1365

B-118 ² 19.54m

C1481

C1479

C1435

NPT=600.85

C1573

C1517

C1519

C1660

NPT=600.85

5.00

2.70

5.00

C1315

1150 KG

C1371

C1367

B-120 ² 18.92m

B-119 ² 7.80m

B-117 ² 11.41m

C1434

C1412

C1601

C1661

2.70

5.00

2.70

C1347

NPT=600.85

C1370

C1368

2.70

5.00

C1345

C1574

C1600

5.00

C1344

C1433

C1414

B-131 ² 20.68m

5.00

C1343 C1318

CHUTE DE BASURA

C1484

C1483

C1482

C1432

C1415

2.70

B-130 ² 14.17m

C1369

C1341

C1342

C1346

C1515

C1575

C1827

C1735

2.70

5.00

C1337

C1338

C1339

C1317

C1514

C1516

C1485

C1430

C1431

C1416

B-133 ² 9.36m

C1413

C1316

2.70

C1417

B-134 ² 10.89m

B-132 ² 11.10m

C1323

NPT=600.85

C1319

B-121 ² 20.32m

SITE ONIA TELEF ² 27.35m

5.00

C1428

C1429 C1334 C1335

C1336

C1340

B-122 ² 20.03m

C1486

2.70

1000

E3 C1332 C1333

NPT=600.85

C1321

C1320

5.00

C1427

C1325

C1736 C1828

C1677

5.00

2.70

1500

E4 5.00

C1322

B-124 ² 20.06m

B-123 ² 19.69m

NPT=600.85

C1487

C1662

C1599

2.70

5.00

C1328

C1576

5.00

2.70

5.00

C1513

C1488

C1327

C1324

B-125 ² 19.01m

AB-3-01

C1829

2.70

C1330

C1329

C1327

C1326

5.00

C1129

C1737

2.70

C1676

5.00

NPT=600.95

5.00

C1331

3.80

2.70

C1738

CHUTE BASURA

B-129 ² 24.59m B-128 ² 19.55m

B-127 ² 20.22m

C1830

2.70

5.00

2.70

RES REGIST LICOS PARA MEDIDO HIDRAU

3.80

B-126 ² 20.62m

5.00

8.47 RIO LICO SANITA HIDRAU RO

IDF

N=598.771 2.70

C1294

C1295

5.00

2.70

C1293

2.70

C1292

C1296

5.00

2.70

C1291

2.70

5.00

2.70

C1290

C1297

5.00

C1289

2.70

5.00

2.70

C1288

C1298

5.00

2.70

C1287

2.70

C1286

C1299

5.00

2.70

C1285

2.70

5.00

2.70

C1284

C1300

5.00

C1283

2.70

5.00

2.70

C1282

C1301

C1302

C1303

B-174 ² 13.88m 5.00

2.70

C1281

2.70

C1280

5.00

2.70

C1279

2.70

5.00

2.70

C1278

5.00

C1277

2.70

5.00

2.70

C1276

5.00

2.70

C1739

C1275

B-101 13.85m²

5.00

N=598.91

5.00

B-175 ² 14.68m

N=599.15 NPT=600.94

N=598.98 N=599.07

NPT=601.03

ACCESO A SOTANO 1

NPT=601.16

N=598.08

N=599.19

AV. LEONES

N=599.31

N=599.34

AB-3-01

B-B'

C1674

C1675

ICO

C1094

C1831

2.70

VOZ Y DATOS

C1095

C1128

C1832

C1673

ELECTR

O CUART RICO ELECT

5.00

C1672

2.70

1600 KG

CUARTO ELECTRICO

C1127

C1833

C1671

2.70

B-136 ² 39.87m

Y DATOS

5.00

C1663

1600 KG

1097

C1096 2.70

C1598

2.70 2.70

NPT=600.85

2.70 2.70

C1577

C1664

5.00

C1512

C1665

C1597

NOMENCLATURA

M3 M4

C1788

C1816

C1834

2.70

8.48

C1426

B-137 ² 40.36m

C1489

C1596

C1578

MONTACARGAS

C1790

A 1 BE SU NO TA SO 5%

C1815

C1835

5.00

.70

C1425

C1579

C1511

C1791

C1789

C1836

2.70

38 NPT=600.85

C1490

C1667

C1666

C1814

5.00

C1510

C1491 C1424

C1594

C1595

C1813

C1837

NPT=600.85

5.00

M1 M2

800 KG

C1581

C1580

C1792

5.00

2.70

601.00

NSL=

NPT=

600.836

C1509

C1838

C1668

C1593

C1508

NPT=600.85

C1492

C1793

C1669

5.00

NSL=

5 11.4

NPT=601.00 E5

C1592

C1812

5.00

601.00

C1423

C1794

C1591

2.70

(597.80)

C1583

C1582

C1795

C1811

5.00

A "S2"

2.70

(601.00)

NPT=600.85

C1796

5.00

2.70

5.00

C1493

C1422

DE "S1"

SUBE PB

C1584

C1507 2.70

ELECTRICA

NPT=

ESCALERA

5.00

S HUECO S DE ESCALERA ELECTRICA

BAJA

C1494

C1590

2.70

10 11 12 13 14 15 16 17 18

C1506

C1797

2.70

C1670

5.00

2.70

5.00

10.3

10 9 8 7 6 5 4 3 2 1

C1798

2.70

C1839

C1589

C1585

C1505

C1495

C1799

NPT=600.85

C1810

2.70

5.00

C1840

2.70

C1496

C1420

C1421

2.70

5.00

NPT=600.85

(604.50)

2.70

A "PB"

C1587

C1586

C1800

C1809

C1841

5.00

(601.00)

B-138 ² 14.06m

VOZ

4.50

2.70

4.50

2.50

4.50

2.70

601.00

DE "S1"

C1842

C1504

600.844

NSL=

NPT=

ELECTRICA

5.00

BAJA

C1801

C1808

5.00

C1503

NPT=600.85

C1497

NSL=

ESCALERA

5.00 5.00

SUBE

5.00

2.70

5.00

2.70

5.00

C1498

601.00

2.70

5.00

C1889

5.00

NPT=

5.00

C1890

2.70

5.00

C1502 2.70

C1418 2.70

2.70

C1888

5.00

C1419

5.00

2.70

5.00

C1891

C1499

2.70

5.00

2.70

C1892

2.70

CHUTE BASURA

5.00

CHUTE BASURA

5.00

C1893

2.70

C1887

5.00

2.70

5.00

C1894

C1501

C1500

C1896

2.70

1110

5.00

2.70

C1803

C1802

2.70

NPT=600.85

C1804

C1806

C1588

C1895

C1886

C1805

NPT=600.95

5.00

C1932

C1926

CUARTO ELECTRICO

SERVICIOS

MAQ EST.

C1843

C1948

5.00

C1885

SERVICIOS

C1807

2.70

C1884

C1844

C1897

2.70

5.00

C1947

NPT=600.85

C1930

C1928

C1845

C1898

2.70

5.00

C1946

C1931

5.00

C1927

C1899

2.50

4.50

C1945

C1933

2.70

5.00

C1900

4.50

C1944

C1934

5.00

C1901

2.70

5.00

C1943

NPT=600.85

2.70

C1902

2.70

5.00

C1942

C1936

C1935 5.00

2.70

C1925

5.00

2.70

5.00

C1883

C1903

2.70

5.00

C1941

C1924

C1882

4 14 m² B- .89 10

3 14 m² B- .03 17

C1904

2.50

C1940

C1939

C1938

C1937

2 14 m² B- .09 10

6 14 m² B- .93 10

5 14 m² B- .22 13

C1905

2.70

5.00

5.00 5.00

5.00

C1923

3 15 m² B- .67 12

C1906

2.70

2.70 2.70

2.70

C1881

4 15 m² B- .12 13

1 14 m² B- .82 11

8 14 m² B- .35 12

3.80

C1922

C1912 C1913

7 14 m² B- .03 13

5.00

2.70

C1880

C1910

C1911 C1914

C1907

C1908

C1909

C1915

9 14 m² B- .39 13

2 15 m² B- .08 13

C1846

5.00

B-139 ² 16.83m

0 15 m² B- .62 14

1 15 m² B- .38 13

C1917 C1918

C1919

C1920

NPT=600.85

C1921

C1874 C1875

C1876

C1877 C1878

C1879

B-140 ² 13.92m

C1847

4.50

C1849

4.50

C1850

4.50

C1851

4.50

C1852

C1916

4.50

C1853

4.50

C1854

4.50

C1855

NPT=600.85

4.50

C1856

4.50

C1857

C1858

C1859

C1860

C1861

C1862

C1863

C1864

C1865

C1866

4.50

C1871 C1872

C1873

4.50

C1870

AA-1-05 ARQUITECTONICO ESCALA: 1:500 FECHA: 08.06.2022

PLANTA ARQUITECTÓNICA S1

A-A'

Basement floor plan S1

Plaza View

AB-3-01

E.N.

A-A'

7.64 7.61 3

10.5

.45

AV. ALEJANDRO

10.5

DE RODAS

10.5

.61

DE RA LE NCIA TANO CA ES ERGE A SO EM LIDA SA 5 SUBE

BAJA

NPT=604.50

20 18

L-112,L-113,L-114 300.53M2

17 14 12

1 2 3

4 5 6 8 13

HIDROSA

1000

E1 5

SERVICIOS

KG 1000

E8 KG 1000

WC-M

L-117 74.05M2

NPT=604.58

Q10 11.75M2

NPT=604.56

INS

SERVICIOS

NPT=604.59

Q11 NPT=604.47 11.75M2

NPT=604.47

WC-H

TAL

NPT=604.55 NPT=604.55

1000

SERVICIOS

ION ES

L-116 141.42M2

NITARIO

NPT=604.55

NPT=604.52

CINEMEX 2,919.01 m2 L-112 TRIPLE ALTURA

L-115 84.64M2

ACCESO CINE

L-118 149.38M2

NPT=604.58

NPT=604.47

Q9 NPT=604.57 11.75M2 NPT=604.50 ESCALERA

10.3

DE "PB"

(604.50)

A "N2"

NPT=604.64

Q13 11.75M2

L-119,L-120 346.76M2

Q8 11.75M2NPT=604.57

NPT=604.44

(609.10)

S HUECO DE ESCALERA AS ELECTRIC

DE RA IA NO LE NC TA CA GE A SO ES ER EM LIDA SA 5

ELECTRICA

NPT=604.50

Q12 11.75M2

ESCALERA

ELECTRICA

DE "PB"

(604.50)

A "S2"

Q15 Q14 11.75 M2 11.75M2

(601.00)

NPT=604.57

604.45

604.50

NPT=604.524 E5

M1 M2

NPT=604.64

Q6 11.75M2

800 KG

.70

NPT=604.50

L-111 53.44M2

8.48 8.47 RO

RES REGIST LICOS PARA MEDIDO HIDRAU

NPT=604.44

L-124 100.35M2

Q5 11.75M2

NPT=604.57

NPT=604.62

L-125 204.98M2

Q4 11.75M2

NPT=604.62

1500

E4 KG

NPT=604.62 E3

L-126 100.26M2

1000

NPT=604.62 NPT=604.54

L-141 81.78M2

NSL=604.25

T-140 35.40M2

NPT=604.57

L-142 104.04M2

L-139 51.39M2

NSL=604.25

B-B'

T-141 36.33M2

17 T-14 .72M

ELECTRICO

1000

VOZ Y DATOS

E11

1000

L-129,L-130 717.85M2

NSL=604.25

NPT=604.50 E6

1150 KG

800 KG

PTA EMERGENCIA

E12

PTA EMERGENCIA

800 KG

ELECTRICO

SANITARIO HIDRAULICO

REGISTRO PARA MEDIDORES HIDRAULICOS

IDF

NSL=604.00

NPT=604.50

CHUTE DE BASURA

NPT=604.56

VOZ Y DATOS

E10

NPT=604.58

L-145 148.66M2

T-145 65.37M2

3 2

NPT=604.47

NSL=604.25

NPT=604.58

L-137 139.17M2

E.O.

Q1 11.75M2

NSL=604.25

T-144 50.13M2

L-138 96.33M2

AB-3-01

B-B'

NPT=604.57

L-144 124.98M2

AV. HACIENDA DE LAS CUMBR

L-103,L-104 1,147.55M2

L-128 197.17m2

Q2 11.75M2

T-142 45.77M2

NPT=604.58

L-127 100.52M2

Q3 11.75M2

NPT=604.44

L-140 79.77M2

L-105 35.56M2

AB-3-01

NPT=604.57

NPT=604.54

NPT=604.58

30 L-14 .60M 3 2

L-106 122.70M2

20 B 19 18 17 16 15 14 13 12 11

S 1 2 3 4 5 6 7 8 9 10 11 12 13

1000 KG

T-137 90.21M2

NPT=604.56

NPT=604.50

L-132 44.05M2

NSL=604.25

15 14

L-133 46.15M2

NSL=604.41

NSL=604.41 20

L-136 44.40M2

L-134 51.26M2

L-135 50.37M2

COMERCIO

22 23

NSL=604.25

L-101,L-102 1,353.98M2

NPT=604.46

NSL=604.42

NSL=604.43 10

NSL=604.43

NSL=604.42

9.00

24 25

L-131 820.55M2

9.00

NPT=604.50

NSL=604.50

NSL=604.49

NSLA=PENDIENTE

NSL=604.50

2 35

NSL=604.55

NSL=604.51

NC=604.00

NSL=604.00

NSL=604.47

PENDIENTE DE 10.9%

NSL=604.45 32

9.00

NSL=603.45

NSL=604.52

NSL=603.14

9.00

AV. LEONES

TE IEN % ND 6.3 PE DE

9.00

PEN

PE DE ND 3.7 IEN % TE

DIE NTE 2.5 %

TALUD

9.00

ACCESO A SOTANO 1

X= 5236.2542 Y= 5984.2740

PE DE ND 17% IEN

SALIDA DE SOTANO 1

AB-3-01

E.P.

VOZ Y DATOS

L-123 108.10M2

NPT=604.62

LOBBY

IDF

1600 KG

CUARTO ELECTRICO

Y DATOS

CHUTE BASURA

SANITA HIDRAU

VOZ

1600 KG

NPT=604.57

42.95M2

40.11M2

L-108 118.73M2

M3 M4

L-110

L-109

L-107 101.28M2

ICO ELECTR

RIO LICO

MONTACARGAS

L-122 104.70M2

NPT=604.44

604.50

NSL=

NPT=

11.4

SUBE N2

DE LOSA PB

13 12 11 10 9 8 7 6 5 4 3 2 1

604.404

NSL=

BAJA

L-121 106.43M2

Q7 11.75M2

14 15 16 17 18 19 20

BAJA

SUBE

A-A'

Ground floor

Plaza View

AB-3-01

Floor plans

E.N.

A-A'

AV. ALEJANDRO

U. M. PASEO CUMBRES, AV. LEONES, MONTERREY, NUEVO LEON.

DE RODAS

NOTAS GENERALES ACOTACIONES Y NIVELES EN METROS ESTE PLANO DEBERÁ VERIFICARSE CON LOS CONSULTORES ESTRUCTURALES Y DE INSTALACIONES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN EL LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION DE OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPIO CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS EN ESTE PLANO DEBERAN EJECUTARSE DE ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

NPT=604.23

L-210 526.57M2

2 3 4

5 6 8

NITARIO

7 13

HIDROSA

SERVICIOS

KG 1000

E8 1000

NPT=609.23

1000

SERVICIOS

NSL=609.18

NPT=609.23

SERVICIOS

WC-H

WC-M

NPT=609.23

NPT=609.15

L-211,L-212, L-213,L-214

NPT=609.10 ESCALERA

ELECTRICA

DE "N2"

(609.10)

A "N3"

(613.70)

902.19M2

NPT=609.15

NOMENCLATURA NPT=609.23

S HUECO DE ESCALERA AS ELECTRIC

M3 M4 1600 KG

1600 KG

ELECTRICA

DE "N2"

(609.10)

A "PB"

(604.50)

NPT=609.15

800 KG

NPT=609.23

NPT=609.22

L-215 126.05M2

L-209 150.24M2

L-208 119.22M2 O

ACCSES

NIVEL DE JARDINERA NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

L-216 204.88M2

NPT=609.27

AMENTO

DEPART

RES REGIST LICOS PARA MEDIDO HIDRAU

CHUTE BASURA

RIO LICO

SANITA HIDRAU Y VOZ DATOS

NSL=609.18

L-207B 126.04M2

BANCO DE NIVEL

N.D.J: N.S.C:

NIVEL SUPERIOR DE LOSA

N.S.L.A:

ICO ELECTR

VOZ Y DATOS

NPT=609.15 ESCALERA

NPT=609.10 NPT=609.40 E5 NPT=609.22 M1 M2 SUBE

BAJA PB

B.D.N:

MONTACARGAS

CUARTO ELECTRICO

13 12 11 10 9 8 7 6 5 4 3 2 1

14 15 16 17 18 19 20

NIVEL SUPERIOR DE LOSA DE AZOTEA

NIVEL INDICADO EN PLANTA

NSL=609.18

NPT=609.23

IDF

SIMBOLOGIA

NIVEL INDICADO EN CORTE/ALZADO

1500

E4 KG

CAMBIO DE NIVEL EN PISO

1000

NPT=609.27

L-217 200.31M2 NPT=609.23

L-205 166.02M2

AB-3-01

KG 1000

ELECTRICO

E10 KG

VOZ Y DATOS

E11

1000

S 1

NSL 0.00

L-220 191.98M2

C-X

NPT=609.23

NSL=609.18

NPT=609.27 ELECTRICO

NPT=609.18 CHUTE DE BASURA

E2 1150 KG

26 B 25 24 23 22 21 20 19 18 17 16 15 14

S 1 2 3 4 5 6 7 8 9 10 11 12 13

800 KG

E6 800 KG

E12

REGISTRO PARA MEDIDORES HIDRAULICOS

LOBBY SANITARIO HIDRAULICO

E-X

XX-XX-XX

XX-XX-XX 24

NPT=609.23

IDF

E.O.

L-219 194.64M2

L-203 456.23M2

VOZ Y DATOS

D-X

XX-XX-XX AB-3-01

B-B'

L-204 161.62M2

CAMBIO DE MATERIAL EN MURO

L-218 197.17M2

NPT=609.23

AV. HACIENDA DE LAS CUMBR

B-B'

CAMBIO DE MATERIAL EN PLAFON

NPT=609.23

NPT=609.27

NSL=609.18

E.P.

CAMBIO DE MATERIAL EN PISO

NPT=609.23

L-207A 163.05M2 L-206 389.71M2

L-221 388.05M2

1000 KG

REVISIONES

NPT=604.23

FECHA NSL=609.18

FIRMA

25/08/21 Rev. A 05/10/21 Rev. B

L-201,L-202 1,347.43M2

03/11/21 Rev. C 9.00

18/12/21 Rev. D

9.00

L-131 820.55M2 NPT=604.23

9.00

NSL=609.05

9.00

AB-3-01

AV. LEONES

A-A'

AA-1-07 ARQUITECTONICO ESCALA: 1:500 FECHA: 08.06.2022

PLANTA ARQUITECTÓNICA N2

E.S.

AB-3-01

Floor plan L2

E.N.

A-A'

AV. ALEJANDRO

U. M. PASEO CUMBRES, AV. LEONES, MONTERREY, NUEVO LEON.

DE RODAS

NPT=604.75

16 17

1 2 3 4

5 6 7

KG 1000

SERVICIOS

1000

3 E1

1000

L-311 143.14M2

NSL=613.71

1112

SERVICIOS

HIDROSA

L-310 165.79M2

NITARIO

L-309 260.50M2

WC-M

NSL=613.71

T-310 82.99M2

T-311 69.46M2

L-312 422.87M2

NPT=613.88

NSL=613.71

OL LO PEN PRO DIE ME NTE

NPT=613.80

WC-H

T-309 105.18M2

DIO 0.7 : 14 5% MT

L-308 89.31M2

DES

ARR

NPT=613.75

T-312 222.73M2

L-313 213.98M2

NOMENCLATURA NPT=613.75 S HUECO S DE ESCALERA ELECTRICA 13 14 15 16 17 18 19 20 21 22 23 24 25 26 BAJA

13 12 11 10

L-314 210.93M2

NPT=613.88 DE "N2"

(609.10)

A "PB"

ELECTRICA

M1 M2

NPT=613.75 NPT=613.75

MTS M: 13%

VOZ Y DATOS

L-315 208.47M2 L-307 340.16M2

B.D.N:

BANCO DE NIVEL

N.D.J:

NIVEL DE JARDINERA

1600 KG

CUARTO ELECTRICO

T-314 106.96M2

PRO 0.75 NPT=613.80 LLO RRO IENTE NPT=613.87 DESA PEND 800 KG

1600 KG

NSL=613.71

(604.50)

NPT=613.70 NPT=613.98 ESCALERA

MONTACARGAS

M3 M4

T-313 108.02M2

T-315 104.67M2

N.S.C:

NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

NIVEL SUPERIOR DE LOSA

N.S.L.A:

NIVEL SUPERIOR DE LOSA DE AZOTEA

ICO ELECTR

Y DATOS

RES REGIST LICOS PARA MEDIDO HIDRAU

NSL=613.71

IDF

1500

PUERTAENCIA

EMERG 1000

E3 KG

NSL=613.71

B-B'

L-304 388.55M2

NPT=613.75

CAMBIO DE MATERIAL EN PISO

NPT=613.80

NPT=613.75

T-319 95.42M2

1000

E10

ELECTRICO

C-X

XX-XX-XX

VOZ Y DATOS

B-B' L-319 272.64M2

1000

E11

E-X

XX-XX-XX

NSL 0.00

S 5

NPT=613.75

1 2 3 4 5 6 7 8 9 10 11 12 13

26 B 25 24 23 22 21 20 19 18 17 16 15 14

800 KG

E6 E12

153.70M2

800 KG

ELECTRICO

T-320 156.65M2

NPT=613.88

L-320 335.53M2

1000 KG

REVISIONES

NPT=604.75

L-301

FECHA

534.50M2

FIRMA

25/08/21 Rev. A 05/10/21 Rev. B 03/11/21 Rev. C 18/12/21 Rev. D

L-300 651.51M2 NSL=613.71

AZOTEA NPT=604.75

AV. LEONES

AB-3-01

SANITARIO HIDRAULICO

E.O.

IDF

XX-XX-XX AB-3-01

NSL=613.71

L-302 VOZ Y DATOS

D-X

L-318 197.22M2

T-318 97.63M2

AV. HACIENDA DE LAS CUMBR

CAMBIO DE MATERIAL EN MURO

NPT=613.88

NPT=613.75

NPT=613.71

CAMBIO DE MATERIAL EN PLAFON

L-317 200.26M2

T-317 100.29M2

CHUTE DE BASURA

1150 KG

NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO

NPT=613.80

L-3032 395.46 m

NIVEL INDICADO EN PLANTA

T-316 102.41M2

AB-3-01

ENCIA PUERTA

EMERG

L-305 390.30M2

E.P.

L-306 330.50M2

SIMBOLOGIA

L-316 204.73M2

NPT=613.80

VOZ

CHUTE BASURA

RIO LICO

SANITA HIDRAU

A-A'

AA-1-08 ARQUITECTONICO ESCALA: 1:500 FECHA: 08.06.2022

PLANTA ARQUITECTÓNICA N3

E.S.

Floor plan L3

Plaza View

AB-3-01

Floor plans

A-A'

E.N.

7.64

7.61

U. M. PASEO CUMBRES, AV. LEONES, MONTERREY, NUEVO LEON.

10.5

.45

AV. ALEJANDRO

10.5

DE RODAS

10.5

NOTAS GENERALES

12.6

5% . ND PE

1000

. ND PE

KG 1000

1000

SERVICIOS

NPT=618.79

5% . ND PE

O-444 O-443 O-442 O-441 51.85m2 44.49m261.14m2 45.89m2 O-440 51.66m2 O-439 79.59m2

WC-M

1000

22 21 20 19 18 17 16 15 14 13 12

NITARIO

HIDROSA

% .5

ND PE

. ND

SERVICIOS

O-446 0-447 O-445 0-448 70.57m2 46.02m2 47.74m2 47.95m2 O-449 47.95m2 O-450 47.85m2 O-451 49.59m2

SERVICIOS

16 17

WC-H

LOBBY

O-437 63.02m2 O-436 62.78m2 O-435 77.94m2

O-451 60.75m2

O-438 79.59m2

O-45 110.857 m2

O-456 78.96m2

AZOTEA

O-453 O-454 O-455 74.73m2 77.91m2 77.77m 2

O-452 119.19m2 11 10 9 8 7 6 5 4 3 2 1 S

O-452 39.61m2

O-434 78.21m2

O-453 47.63m2

O-437 49.27m2

O-433 76.96m2

O-454 47.80m2

O-436 46.49m2 O-435 46.07m2

NSL=618.74

10.3 0

AZOTEA

O-432 63.32m2

O-455 47.26m2

O-434 46.44m2

NOMENCLATURA

MONTACARGAS

B.D.N:

M3 M4 1600 KG

O-430 65.11m2

1600 KG

CUARTO ELECTRICO

VOZ Y DATOS

11.4

IMPER BAJOTE 1%

ADO PENDIEN EMPAST 4 MTS:

O-457 46.71m2

O-432 45.98m2

NPT=618.74

O-431 58.99m2

O-456 47.67m2

O-433 45.61m2

O-458 51.90 M2

O-431 44.93m2

WC-H WC-M

.70

8.48

O-430 74.07m2

O-412 78.28m2

8.47

92.27m2

SALA 8B

B-B'

O-406 72.92m2

O-416 42.57m2

O-405 71.50m2

XX-XX-XX E.O.

E-X

XX-XX-XX

O-404 72.08m2

C-X

XX-XX-XX

1000

ELECTRICO

E10 1000

E11

VOZ Y DATOS 11

AB-3-01

B-B'

O-403 70.80m2

S 2

CAMBIO DE MATERIAL EN MURO

NSL 0.00

O-417 42.70m2 O-418 64.51m2

NPT=618.79

CAMBIO DE MATERIAL EN PLAFON

D-X

O-415 43.56m2

LOBBY

CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO

O-407 72.22m2

O-423 41.99m2

O-421 42.70m2

NIVEL SUPERIOR DE LOSA DE AZOTEA

O-408 73.88m2

O-422 40.88m2

AB-3-01

NIVEL SUPERIOR DE LOSA

NIVEL INDICADO EN PLANTA

O-409 73.25m2

O-414 43.44m2

O-424 41.33m2 E.P.

NIVEL SUPERIOR DE LOSA ENTREPISO NIVEL DE FIRME TERMINADO

SALA 6B

O-413 44.31m2

O-425 41.93m2

NIVEL DE PISO TERMINADO

N.S.L.E: N.F.T:

NIVEL INDICADO EN CORTE/ALZADO

89.95m2

O-426 41.93m2

NIVEL DE BANQUETA

N.P.T:

SIMBOLOGIA

O-410 75.32m2

SALA 10A SALA 8A BUSINESS SALA CENTER 6A

O-427 44.09m2

NIVEL DE ARROYO VEHICULAR

N.BQ:

N.S.L.A:

O-411 74.73m2

BUSINESS CENTER

O-428 43.63m2

NIVEL DE JARDINERA NIVEL SUPERIOR DE CALLE

N.A.V:

N.S.L:

SALA DE CAPACITACION

O-429 60.79m2

BANCO DE NIVEL

N.D.J: N.S.C:

O-402 77.33m2

O-420 110.38m2 O-419 107.39

O-401 149.06m2

REVISIONES FECHA

FIRMA

25/08/21 Rev. A 05/10/21 Rev. B 03/11/21 Rev. C 18/12/21 Rev. D

AB-3-01

AV. LEONES

A-A'

AA-1-09 ARQUITECTONICO ESCALA: 1:500 FECHA: 08.06.2022

PLANTA ARQUITECTÓNICA N4

E.S.

AB-3-01

Floor plan L6

A-A'

E.N.

AV. ALEJANDRO

U. M. PASEO CUMBRES, AV. LEONES, MONTERREY, NUEVO LEON.

DE RODAS

NOTAS GENERALES

S 1 2

SERVICIOS

3 4

5 7 8

KG 1000

SERVICIOS

KG 1000

1000

E1 3

1000

LOBBY O-538 O-537 O-536 81.04m2 83.45m2 77.92m2 O-535 78.03m2O-534 78.81m2 O-533 78.71m2

1000

NPT=622.47

1000

WC-M

HIDROSA

SERVICIOS

WC-H

NITARIO

PROYECCION: FOSA ELEVADORES

O-544 148.61m2

12 11 10 9 8 7 6 5 4 3 2 1 S

SERVICIOS

12 13 14 15 16 17 18 19 20 21 22 B

O-540 O-541 O-542 100.36m2 104.62m2 104.41m2 O-543 105.81m2

O-539 146.47m2

O-545 88.48m2 O-546 84.90m2

O-547 105.71m2

O-532 80.72m2

O-548 106.07m2

O-531 77.84m2 O-530 78.96m2 O-529 79.55m2 O-528 78.25m2

O-549 104.10m2

O-550 93.53m2

O-527 77.66m2

O-551 83.77m2

O-526 76.04m2

NPT=622.42

NOMENCLATURA MONTACARGAS

M3 M4 1600 KG

O-552 92.83m2

1600 KG

CUARTO ELECTRICO

VOZ Y DATOS

IMPER BAJOTE 1% ADO PENDIEN EMPAST 4 MTS:

O-525 76.83m2

WC-H

O-524 75.65m2

WC-M

O-523 84.44m2 O-522 66.16m2

O-512 103.91m2

O-511 99.35m2

O-521 75.65m2

O-506 96.53m2

O-514 68.46m2

O-505 94.70m2

CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

D-X

XX-XX-XX AB-3-01

E.O.

B-B'

E-X

XX-XX-XX

C-X

XX-XX-XX

1000

KG 6

NIVEL SUPERIOR DE LOSA DE AZOTEA

NSL 0.00

NIVEL DE FIRME TERMINADO NIVEL SUPERIOR DE LOSA

O-503 93.66m2

NPT=622.47

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T: N.S.L:

NIVEL INDICADO EN PLANTA

O-504 95.19m2

LOBBY

1000

VOZ DATOSY

E11

ELECTRICO

E10

O-513 74.18m2

NIVEL DE PISO TERMINADO

N.S.L.E:

SIMBOLOGIA

O-507 95.83m2

O-516 69.86m2 O-515 70.16m2

NIVEL DE BANQUETA

N.P.T:

O-508 97.90m2

O-517 71.46m2

B-B'

NIVEL SUPERIOR DE CALLE NIVEL DE ARROYO VEHICULAR

N.BQ:

O-509 97.22m2

O-518 71.02m2

AB-3-01

NIVEL DE JARDINERA

N.S.C: N.A.V:

NIVEL INDICADO EN CORTE/ALZADO

O-519 73.51m2

O-522 147.38m2

O-502 88.61m2

O-501 221.20m2

REVISIONES FECHA

FIRMA

25/08/21 Rev. A 05/10/21 Rev. B 03/11/21 Rev. C 18/12/21 Rev. D

AV. LEONES

AB-3-01

E.P.

BANCO DE NIVEL

N.D.J:

N.S.L.A:

O-510 99.96m2

O-520 72.56m2

B.D.N:

A-A'

AA-1-10 ARQUITECTONICO ESCALA: 1:500 FECHA: 08.06.2022

PLANTA ARQUITECTÓNICA N5

E.S.

Floor plan L7

AB-3-01

A-A'

E.N.

AV. ALEJANDRO

U. M. PASEO CUMBRES, AV. LEONES, MONTERREY, NUEVO LEON.

DE RODAS

NOTAS GENERALES

16 17

NPT=626.70

12 11 10 9 8 7 6 5 4 3 2 1

2 4

5 6 8

HIDROSA

NITARIO

KG 1000

SERVICIOS

KG 1000

1000

LOBBY

1000

SERVICIOS

NSL=626.65

13 14 15 16 17 18 19 20 21 22 23 24 B

NPT=626.70

O-603 251.30m2

NPT=626.70

IMPER 1%

BAJO IENTE

O STAD PEND

MTS: EMPA 5

O-601 218.33m2

SERVICIOS SALON DE EVENTOS

NOMENCLATURA NPT=626.65

MONTACARGAS

M3 M4 1600 KG

B.D.N:

BANCO DE NIVEL

N.D.J:

NIVEL DE JARDINERA

1600 KG

VOZ Y CUARTO DATOS ELECTRICO

L-602 2,274.85M2

N.S.C:

NIVEL SUPERIOR DE CALLE

N.A.V:

NIVEL DE ARROYO VEHICULAR

N.BQ:

NIVEL DE BANQUETA

N.P.T:

NIVEL DE PISO TERMINADO

N.S.L.E:

NIVEL SUPERIOR DE LOSA ENTREPISO

N.F.T:

NIVEL DE FIRME TERMINADO

N.S.L:

NIVEL SUPERIOR DE LOSA

N.S.L.A:

NIVEL SUPERIOR DE LOSA DE AZOTEA

SIMBOLOGIA

NSL=626.65

NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

D-X

XX-XX-XX AB-3-01

AB-3-01 HIDROSANITARIO DRENAJE

B-B'

E.O.

E-X

B-B'

XX-XX-XX

1000

XX-XX-XX

1000

VOZ Y DATOS

E11

ELECTRICO

E10

C-X

NSL 0.00

NSL=626.65 TERRAZA 672.98M2

REVISIONES FECHA

FIRMA

25/08/21 Rev. A 05/10/21 Rev. B 03/11/21 Rev. C 18/12/21 Rev. D

AV. LEONES

AB-3-01

E.P.

A-A'

E.S.

AA-1-11 ARQUITECTONICO ESCALA: 1:500 FECHA: 08.06.2022

PLANTA ARQUITECTÓNICA N6

Floor plan L9

Lobby view

Construction Process

Commerce and apartments view

Commerce and office view

Apartment building view

Office view

South view

10 Showroom Colonia Monterrey, Nuevo León.

Project generated through containers for the exhibition of the colonia project. The project has a double height that connects all the areas through a common one.

Floor plans

9.60 2.39

2.39

BODEGA

4.83

BOOTH

3.84

SINK

B 2.39

4.83

2.39

9.60

4 Ground floor

9.60 2.39

4.83

2.39

A 3.84

3.84

B 2.39

4.83

2.39

9.60

4 Floor plan L1

South view

Sections

COLONIA.

USOS MIXTOS AV. COLON PLATE DESARROLLOS MONTERREY, NUEVO LEON.

NOTAS GENERALES

3.84

ACOTACIONES EN METROS NIVELES EN METROS ESTE PLANO DEBERÁ VERIFICARSE CON LOS CORRESPONDIENTES DE INSTALACIONES Y ESTRUCTURALES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN EL LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION DE OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPIO CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS EN ESTE PLANO DEBERAN EJECUTARSE DE ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

NOMENCLATURA B.D.N

BANCO DE NIVEL

N.B.Q

NIVEL DE BANQUETA

N.F.T

NIVEL DE FIRME TERMINADO

N.N.T

NIVEL NATURAL DE TERRENO

N.P.T

NIVEL DE PISO TERMINADO

N.C

NIVEL CERRAMIENTO

N.S.L

NIVEL SUPERIOR DE LOSA

N.I.L

NIVEL INFERIOR DE LOSA

SIMBOLOGIA NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

REVISIONES FECHA

FIRMA

11-02-2020 06-03-2020 10-03-2020

AR-8.0 ARQUITECTONICO ESCALA: 1:20 FECHA: 17.03.2020

SECCIÓN LONGITUDINAL

Ground floor

COLONIA. USOS MIXTOS AV. COLON PLATE DESARROLLOS MONTERREY, NUEVO LEON.

NOTAS GENERALES

9.60 2.39

4.83

2.39

NOMENCLATURA B.D.N

BANCO DE NIVEL

N.B.Q

NIVEL DE BANQUETA

N.F.T

NIVEL DE FIRME TERMINADO

N.N.T

NIVEL NATURAL DE TERRENO

N.P.T

NIVEL DE PISO TERMINADO

N.C

NIVEL CERRAMIENTO

N.S.L

NIVEL SUPERIOR DE LOSA

N.I.L

NIVEL INFERIOR DE LOSA

SIMBOLOGIA NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

REVISIONES FECHA

FIRMA

11-02-2020 06-03-2020 10-03-2020

AR-7.0 ARQUITECTONICO ESCALA: 1:20 FECHA: 17.03.2020

SECCIÓN TRANSVERSAL

Floor plan L1

interior view

Interior view

Facades

COLONIA.

USOS PLAT MON

USOS MIXTOS AV. COLON PLATE DESARROLLOS MONTERREY, NUEVO LEON.

3.84

NOTAS GENERALES

3.84

N3 5.80

ACOTACIONES EN METROS

ACO

NIVELES EN METROS

NIV

ESTE PLANO DEBERÁ VERIFICARSE CON LOS CORRESPONDIENTES DE INSTALACIONES Y ESTRUCTURALES, CUALQUIER DISCREPANCIA CONSULTARSE CON DIRECCION DE OBRA. EL CONTRATISTA RECTIFICARA EN EL LUGAR DE LA OBRA, ANTES DE EJECUTAR, LAS DIMENSIONES Y NIVELES INDICADOS EN ESTE PLANO DEBIENDO SOMETER A DIRECCION DE OBRA CUALQUIER DIFERENCIA QUE HUBIERE, ASI COMO LA INTERPRETACION QUE DE EL PROPIO CONTRATISTA A ESTE PLANO. TODOS LOS ACABADOS SEÑALADOS EN ESTE PLANO DEBERAN EJECUTARSE DE ACUERDO A LAS ESPECIFICACIONES CORRESPONDIENTES.

EST LOS DE I CUA CON EL C LUG EJEC IND DEB OBR HUB QUE PLA TOD EST EJEC ESP COR

NOMENCLATURA

B.D.N

BANCO DE NIVEL

B.D.

N.B.Q

NIVEL DE BANQUETA

N.B

N.F.T

NIVEL DE FIRME TERMINADO

N.F.

N.N.T

NIVEL NATURAL DE TERRENO

N.N

N.P.T

NIVEL DE PISO TERMINADO

N.P.

N.C

NIVEL CERRAMIENTO

N.C

N.S.L

NIVEL SUPERIOR DE LOSA

N.S.

N.I.L

NIVEL INFERIOR DE LOSA

N.I.L

SIM

SIMBOLOGIA

2.90

NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

REVISIONES FECHA

FIRMA

11-02-2020

11-

06-03-2020

06-

10-03-2020

10-

N1 0.00

AR-3.0 West view

ARQUITECTONICO

ARQU

ESCALA: 1:20

ESCAL

FECHA: 17.03.2020

FECHA

East view FACHADA OESTE

COLONIA. USOS MIXTOS AV. COLON PLATE DESARROLLOS MONTERREY, NUEVO LEON.

NOTAS GENERALES

9.60 2.39

4.83

2.39

NOMENCLATURA B.D.N

BANCO DE NIVEL

N.B.Q

NIVEL DE BANQUETA

N.F.T

NIVEL DE FIRME TERMINADO

N.N.T

NIVEL NATURAL DE TERRENO

N.P.T

NIVEL DE PISO TERMINADO

N.C

NIVEL CERRAMIENTO

N.S.L

NIVEL SUPERIOR DE LOSA

N.I.L

NIVEL INFERIOR DE LOSA

SIMBOLOGIA NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

REVISIONES FECHA

FIRMA

11-02-2020 06-03-2020 10-03-2020

AR-5.0 ARQUITECTONICO ESCALA: 1:20 FECHA: 17.03.2020

FACHADA NORTE

North view

COLONIA.

USOS MIXTOS AV. COLON PLATE DESARROLLOS MONTERREY, NUEVO LEON.

NOTAS GENERALES ACOTACIONES EN METROS NIVELES EN METROS

N3 5.80

NOMENCLATURA

N2 2.90

B.D.N

BANCO DE NIVEL

N.B.Q

NIVEL DE BANQUETA

N.F.T

NIVEL DE FIRME TERMINADO

N.N.T

NIVEL NATURAL DE TERRENO

N.P.T

NIVEL DE PISO TERMINADO

N.C

NIVEL CERRAMIENTO

N.S.L

NIVEL SUPERIOR DE LOSA

N.I.L

NIVEL INFERIOR DE LOSA

SIMBOLOGIA NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE/ALZADO CAMBIO DE NIVEL EN PISO CAMBIO DE MATERIAL EN PISO CAMBIO DE MATERIAL EN PLAFON CAMBIO DE MATERIAL EN MURO

REVISIONES FECHA

FIRMA

11-02-2020 06-03-2020 10-03-2020

N1 0.00

AR-4.0 ARQUITECTONICO ESCALA: 1:20 FECHA: 17.03.2020

FACHADA SUR

South view

Interior view