Issuu

ARCHITECTURE PORTFOLIO

N.P.T - 2.20

REGISTRO HID

REGISTRO PLUVIAL

REGISTRO ELE REGISTRO VYD

REG. ELÉCTRICO

REGISTRO PCI/HID

REGISTRO VyD

R-VYD

R-E-E

R-ELEC

R3.80

R-5

imp.

lic.

Indica puerta sand.

sand.

imp.

G E O R G I N A V. ZO P F

GEORGINA V. ZOPF | ARCHITECT georginazopf@gmail.com https://www.linkedin.com/in/georgina-vega/ 970.846.8770

EDUCATION

SOFTWARE SKILLS

Universidad Iberoamericana | Mexico City | Bachelor’s degree In Architecture and Urbanism

Autodesk

September 2018 - January 2019 | Academic excellence during study abroad program

LANGUAGE PROFICIENCY English

Full professional working proficiency Certificate in Advanced English (CAE) | University of Cambridge Spanish

Auto CAD | Advanced Revit | Advanced 3DS MAX | Advanced Slicer for fusion 360 | Advanced Adobe

Others

Excel | Advanced Power Point | Advanced Word | Advanced

ACHIVEMENTS / CERTIFICATES / CREDENTIALS 2023 | EDGE-Expert training - Certificate of attendance 2022 | BOMA 2017 Off ice Measurement Standard Course Certificate of completion | Building Owners and Managers Association

Native language

2017 | Building Performance Analysis certif icate | Autodesk

French

2017 | LEED Green Associate | US Green Building Council Credential ID: 11203357-GREEN-ASSOCIATE

Intermediate working proficiency DELF A2 | Alliance Française Mexico

VOLUNTEERING Ayudar por un hogar | Project Architect | January 2018- May 2018

In September of 2017 Mexico suffered a terrible earthquake that left many people without homes. My university offered a program to help rebuild houses and I decided to engage with it. We helped a family by restructuring their house and making it safe to live in. The project was in Coajomulco, Morelos. This experience helped me understand the basics of site construction. IMPACT | Project Architect | June 2019- January 2020

As part of my Internship in WeWork, I engaged in an IMPACT activity. I decided to help an organization for children called Fundación PAIDI which currently protects the rights and takes care of forty children and adolescents between three and seventeen years of age that are either orphans or that suffer from economical disadvantages within their families. A group of Interns and I raised money, painted and refurbished 3 rooms of the children’s house which were previously in bad conditions. COPEVI | Project Architect | July 2020- January 2021

Due to the conditions of social inequality in Mexico, I decided to collaborate with COPEVI in the improvement of public spaces in Iztapalapa. Iztapalapa has been a historically marginalized town since colonial times. The people of this town are low-income and in recent years the urban sprawl has been growing uncontrollably, causing the deterioration of public spaces and fostering insecurity and violence. Through the rehabilitation of public spaces I collaborated with COPEVI to make Mexico a better country.

PROFESSIONAL EXPERIENCE elanc c e Arc Ar c hite hit e c t / R Re e siden side n t ial R Re e alto alt o r a att Mex Me x ico ic o S So o t h eby eb y ’s Int In t e rnat rna t ional io nal R Re e alty alt y / St Ste e ambo amb o a t S So o t h eby eb y ’s Int In t e rnat rna t ional io nal R Re eFr e elan alt altyy | Mar 2 20 024 - P Prr e sen se n t

After several years working as a commercial real estate broker / space planner. I decided to pursue entrepreneurship and expand my professional experience independently. I began freelancing in architecture while also becoming a Residential Real Estate Broker with Mexico Sotheby’s International Realty. Later, after meeting my husband, I relocated to Steamboat Springs, Colorado, where I obtained my Colorado real estate license and joined the Zopf Team at Steamboat Sotheby’s International Realty. B r oke ok e r a g e Manag Mana g e r -Spa -Sp a c e Planne Plann e r | C Cushman ushman & W Wak ake e f ield, Me Mexx ico ic o C Cit ityy | Ma May y2 20 02 1 -Mar -Marc ch 2 20 0 24

After graduating from architecture school, I was offered a position with the same team I had previously worked with in 2017–2018. As a professional specializing in Space Planning and Commercial Real Estate Brokerage, I developed comprehensive solutions for clients throughout the commercial real estate process. As a Space Planner, I analyzed and optimized commercial spaces using parametric area calculations, client-specific design guidelines, international safety standards, and market trends. I developed space programs that enabled clients to make informed decisions about their real estate strategies. My responsibilities included conducting BOMA measurements, evaluating production processes, and recommending modifications to buildings under construction, with the goal of improving efficiency, functionality, and marketability. As a LEED Green Associate, I also incorporated principles of sustainable design into my approach to space planning, integrating environmentally responsible strategies and promoting energy-efficient solutions. In my role as a Broker, I leveraged my architectural background to provide clients with a more comprehensive perspective on their real estate needs. I contributed to marketing initiatives, collaborated with market research and project development teams, prepared property materials, and supported the full brokerage process. My responsibilities included prospecting and cold calling, negotiating transactions, developing pricing strategies, and conducting property and site visits. This combination of architectur-al expertise and real estate experience allowed me to bridge design, market analysis, and business strategy to deliver more informed solutions to clients. P r o je jec c t Arc Ar c hite hit e c t |FR-EE |FR-EE / F Fe e rnando rnan do R Ro o m e r o Ent En t e rprisE rp risE | F Fullull-tt ime im e | Jul 2 20 020 - J Jan an 2 20 02 1

As a Project Architect at the firm of award-winning architect Fernando Romero (recognized for pioneering designs), I led the conceptual proposal for a monument, was part of the executive project and construction team for a house in Mexico City and contributed to the conceptual phase of designing a museum and retreat center. My responsibilities included tasks such as creating layouts ranging from architectural plans to construction detail plans in AutoCAD, performing 3D computer modeling using SketchUp, Rhino, and Grasshopper, as well as creating diagrams, editing photos, and engaging in physical modeling. This experience taught me a solid foundation in designing non-traditional structures. I also improved my skills in comprehending project concepts and presenting ideas in a professional manner. Being part of a firm focused on futuristic architecture helped me develop a forward-thinking mindset and explore innovative architectural concepts. I left this role due to the COVID pandemic and family circumstances. As the position required working in person, I made the decision to step away to protect my father, whose health concerns made it especially important to minimize his exposure to the virus. P r o je jec c t Arc Ar c hite hit e c t Int In t e rn | T Talle allerr de Arquit Ar quite e c t ura ur a Mauricio Mauric io R Ro o c ha + G Gab abriela riela C Carrillo arrillo | J Jan an 2 20 020 - Jul 2 20 02 0

As a Project Architect Intern at the firm of award-winning architects Mauricio Rocha and Gabriela Carrillo I contributed to the final phase of expanding and renovating the Anahuacalli Museum of Diego Rivera in Mexico City. My responsibilities centered on drawing and modeling Mauricio’s ideas for the museum’s main entrance and the audiovisual/maintenance building. I played a key role in generating finish plans, construction plans, and carefully choosing options of furniture, fixtures, and equipment for the project. Coordinating with fabricators and product representatives was also part of my responsibilities. Particularly, the maintenance building’s transformation involved the enlargement and renovation of a warehouse initially designed by the renowned Mexican architect and painter, Juan O’Gorman. This space was revived to accommodate the restoration laboratories, main workshop, control room, public bathrooms, and an audiovisual room for the museum. Engaging in this project offered invaluable lessons in managing the responsibility associated with intervening in a World Heritage building with significant social impact. It taught me the intricacies of managing projects down to the smallest detail while navigating the challenges of construction. I left this role after being offered an opportunity at FR-EE, whose innovative approach, use of advanced architectural technologies, internationally recognized work, global presence, and opportunities to contribute to projects with a broader international scope strongly aligned with my interests and long-term career goals. jec c t Arc Ar c hite hit e c t Int In t e rn ffo o r Nor No r t h L LA ATAM | W We eWo r k | Jun 2 20 01 9 - J Jan an 2 20 02 0 P r o je

As a Project Architect Intern at WeWork with the Enterprise team, specializing in custom solutions, I played a pivotal role in overseeing projects for large companies interested in WeWork spaces. From conceptual design to construction documentation and supervision, I contributed across all stages. My work spanned North LATAM, covering projects in Mexico City, Guadalajara, Monterrey, Colombia, Costa Rica, Argentina, and Brazil. This experience provided me with advanced proficiency in Revit and state-of-the-art construction and architectural technologies. Additionally, I gained expertise in developing detailed finish plans with precise material specifications. I was working at WeWork during the company’s “We Crashed” period, when the organization underwent significant restructuring and all interns were laid off. Knowing of my strong admiration for architect Mauricio Rocha, my manager, who had previously worked there, referred me to his practice, where I was fortunate to secure a position. Sp Spa a c e Planne Plann e r | C Cushman ushman & W Wak ake e f ield, Me Mexx ico ic o C Cit ity| y| S Se ep 2 20 01 7 - S Se ep 2 20 01 8

As a Space Planner, I supported clients throughout commercial real estate projects by developing practical, efficient, and market-informed space solutions. My responsibilities included identifying client needs, conducting space analyses, preparing test fits, and optimizing layouts in accordance with design guidelines, market considerations, and applicable safety standards. I also produced architectural renderings for property listings and proposed developments, helping communicate design potential to prospective buyers. The role required close collaboration with clients and project teams to ensure that layouts and design solutions aligned with each project’s functional, spatial, and commercial requirements. I left this position to pursue a study abroad program in London. After exploring other opportunities, I returned to the same team in 2021, bringing a broader perspective and expanded skill set to my role. *References available upon request.*

COVER LETTER Architecture has been an interest of mine for as long as I can remember. As a child, I was constantly building houses with Jenga blocks, sketching spaces, and later designing homes through computer games. Although I grew up dancing ballet and considered pursuing it professionally, architecture ultimately became the path that most strongly combined the things I enjoy: creativity, discipline, problem-solving, and the challenge of turning an idea into something tangible. I was born in Mexico City and spent part of my childhood living in Puerto Rico, an experience that allowed me to become fluent and comfortable working in both English and Spanish from an early age. I earned my degree in Architecture from Universidad Iberoamericana in Mexico City and obtained my professional architecture license in Mexico. During my studies and early career, I had the opportunity to work with award winning architecture and design firms, where I gained experience in architectural design, space planning, construction documentation, visualization, and client collaboration. As my career developed, I transitioned into freelance architectural work while expanding my professional experience into real estate. This shift opened the door to new opportunities and allowed me to broaden my perspective beyond traditional architectural practice. Working in real estate has given me a deeper understanding of how architecture, functionality, marketability, and client needs intersect. It has also strengthened my communication skills and taught me to evaluate projects not only from a design perspective, but also through the lens of the people who will ultimately live in, use, purchase, or invest in a space. After relocating to Steamboat Springs to join my husband, who was born and raised here, I temporarily stepped away from architectural practice while completing my U.S. work authorization process and obtaining my Colorado real estate license. Over the past year, I have worked alongside my husband in real estate, an experience that has broadened my professional perspective and strengthened my understanding of the local market, client needs, and the relationship between design and real estate. However, architecture has always been the career I am most passionate about, and I have greatly missed being part of the profession. I am eager to return to architecture, continue building my career in Steamboat Springs, and pursue U.S. architectural licensure. My goal is to pursue licensure through NCARB’s International Architect Path. As part of this process, I will need to complete the Architectural Experience Program (AXP), including 3,740 hours of professional experience across its six experience areas under the appropriate supervision of a U.S.-licensed architect. I understand that practicing architecture in the United States involves different building codes, regulations, construction methods, documentation standards, and professional practices than those I encountered in Mexico. I see this as an opportunity to continue learning and developing as an architect, and I am fully prepared to invest the time and effort necessary to adapt, strengthen my knowledge, and grow within the profession in the United States. I am hardworking and genuinely enjoy being challenged. Design is the kind of work that keeps me curious and engaged, and I am excited by the possibility of bringing my international experience, design background, bilingual communication skills, real estate knowledge, and strong work ethic to a local architectural practice. The accompanying portfolio features five selected projects that highlight different aspects of my architectural experience and design capabilities. While it is not an exhaustive representation of my work, I carefully selected these projects to provide a concise overview of my approach to design, technical documentation, visualization, and problem-solving. Some of my professional work is not included due to confidentiality agreements and NDAs with previous firms; however, the projects presented here reflect the range of skills, attention to detail, and design thinking I have developed throughout my architectural experience. I would be grateful for the opportunity to discuss how my background and experience could contribute to your firm. More importantly, I am looking for a practice where I can become part of a team, continue developing professionally, and build a long-term career in architecture in Steamboat Springs. Thank you for your time and consideration. I look forward to the opportunity to connect. Sincerely, Georgina Zopf

01 EXPANSION ANAHUACALLI MUSEUM Selected works from my Internship at Taller de Arquitectura Mauricio Rocha + Gabriela Carrillo MUSEO 150, SAN PABLO TEPETLALPA, COYOACÁN, MEXICO CITY, MEXICO

02 TORREDOLONES HOUSE Freelance Project for Rodrigo Ducoing Architects AV. P.º DE LA REFORMA 50, POLANCO V SECC, MEXICO CITY, MEXICO

03 ATECOCOLLI AUDITORIUM 9th and 10th Semester Final Project - Universidad Iberoamericana AV. P.º DE LA REFORMA 50, POLANCO V SECC, MEXICO CITY, MEXICO

04 BATÁN LIBRARY 7th Semester Final Project - Universidad Iberoamericana AV. P.º DE LA REFORMA 50, POLANCO V SECC, MEXICO CITY, MEXICO

05 ARENA SANTA FE

4th Semester Final Project Universidad Iberoamericana YUCATAN 47, TIZAPÁN SAN ÁNGEL,MEXICO CITY, MEXICO

INDEX

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The following document contains detailed drawings and floor plans that may lose clarity when viewed or zoomed in through this platform. The PDF Dropbox version will allow you to view the drawings at their intended quality and level of detail.

ANHUACALLI MUSEUM INTERNSHIP AT TALLER DE ARQUITECTURA MAURICIO ROCHA + GABRIELA CARRILLO MUSEO 150, SAN PABLO TEPETLALPA, COYOACÁN, MEXICO CITY, MEXICO / 2020 / SELECTED WORKS

During my time as a Project Architect Intern at the award-winning firm of Mauricio Rocha and Gabriela Carrillo, I contributed to the final phase of the expansion and renovation of the Diego Rivera Anahuacalli Museum in Mexico City. My responsibilities focused on translating Mauricio Rocha’s design ideas into architectural drawings and models for the museum’s main entrance and the audiovisual and maintenance building. I produced finish plans and construction documents, assisted in selecting furniture, fixtures, and equipment, and coordinated with fabricators and product representatives. I worked extensively on the transformation of the maintenance building, which involved expanding and renovating a warehouse originally designed by renowned Mexican architect and painter Juan O’Gorman. The renovated space was adapted to accommodate restoration laboratories, a main workshop, a control room, public restrooms, and an audiovisual room for the museum. Participating in this project provided invaluable experience in understanding the responsibility involved in intervening in a historically and culturally significant building with a strong social impact. It also taught me how to manage a project down to the smallest detail while navigating the technical and practical challenges of the construction process.

N.P.T - 2.20

PRE EXISTING STRUCTURE REGISTRO HID

REGISTRO PLUVIAL

REGISTRO ELE REGISTRO VYD

REG. ELÉCTRICO

REGISTRO PCI/HID

REGISTRO VyD

MUSEO STREET

R-VYD

R-E-E

R-ELEC

R3.80

R-5

imp.

lic.

Indica puerta sand.

sand.

imp.

CONTEXT

22.29 3.70

11.88

3.60

4.11

5.00

30.96

6.68 7.54

6.78

12.44

2.83

6.63

4.25

4.37 L.+5.34 L.+4.51

0.83 0.86

L. +3.55

0.11 "A N A H U A C A L L I"

0.94

MUSEO DIEGO RIVERA

L. +2.59 5.48

1.04

L. +1.55

1.70

L. ±0.00

EXTERIOR FACADE

9.50

7.66

37.07 0.37

3.94

1.49

1.59

0.67

7°

2.68

0.55 0.68

CT-06 CT-05

CT-02

CT-04

CT-03

4.01

3.97

4.04

3.95

4.02

4.00

4.02

4.24

CT-07 CT-09

CT-01

CT-07

CT-08

CT-11

CT-08

RTY LINE

PROPE

0.77

SLOPE ACCESS BOX

SLOPE 1%

1.94 GARDEN F.F.L. 0.27

RTY LINE

4.03

F.F.L. 0.20 SL

TRASH

CL-03

PROPE

4.41

F.F.L. 0.17

F.F.L. 0.00

TRANSFORMER

SECURITY

SERVICE VEHICLE ACCESS

F.F.L. 0.23 F.F.L. 0.17

F.F.L. 0.00

VOICE & DATA

CL-03

4.97

SERVICE ACCESS

SAN. ACCESS

Access

ACCESS BOX LOW VOLTAGE

ACCESS BOX

LIN

4.40

F.F.L. 0.23

EXHIBIT WORKSHOP Access

PEDESTRIAN ACCESS

AUDIOVISUAL ROOM F.F.L. 0.17

F.F.L. 0.17

GARDEN F.F.L. 0.27

ELEC. ACCESS

F.F.L. 0.17

CISTERN ACCESS

CL-04

STORM ACCESS

Access

LIN

EXHIBIT / WOOD STORAGE

SLOPE 1%

SAN. ACCESS

F.F.L. 0.17

TRANSITION STORAGE

STORM ACCESS

CONSERVATION & RESTORATION LAB

V&D ACCESS

2.95

F.F.L. 0.17

ENTRY PLAZA

SAN. ACCESS

F.F.L. 0.17

STORM ACCESS

HYD. ACCESS

F.F.L. 0.17

Access

MAINTENANCE WORKSHOP

Access F.F.L. 0.17 SLOPE 1%

LOBBY F.F.L. 0.17

SAN. ACCESS

SLOPE 1%

CL-04

6.49

CL-01 CL-10

CISTERN COVER

CL-01 CL-10

14.00

Access

ELEC. ACCESS

LOCKERS Women

CL-02

2.39

V&D ACCESS

F.F.L. 0.17

EXHIBIT STORAGE

LOCKERS Women

F.F.L. 0.17

LOCKERS men

WC WOMEN

WC MEN

rack rack

CL06

2.39

F.F.L. 0.17

ETHNOGRAPHY STORAGE F.F.L. 0.17

LOCKERS Men

CL-02

MONITORING ROOM

7.56

C&R LAB STORAGE

F.F.L. 0.17

FIRE/HYD. ACCESS

Shower

SINK & STORAGE AREA

Shower

Urinal

SITE

Shower

Urinal

CL-06

2.51

FFL 0.14

CT-08 CT-07 CT-09

GROUND FLOOR - OPTION 1 SCALE 1:100

meters

CT-03

CT-04

CT-02

CT-01

CT-06 CT-05

CT-11

CT-07

CT-08

DIEGO RIVERA ANAHUACALLI MUSEUM Renovation, expansion and construction of spaces

DIEGO RIVERA ANAHUACALLI MUSEUM Remodeling, expansion and construction of spaces

LOCATION SKETCH:

DIEGO RIVERA ANAHUACALLI MUSEUM Renovation, expansion and construction of spaces

LOCATION SKETCH:

DIEGO RIVERA ANAHUACALLI MUSEUM Renovation, expansion and construction of spaces

SITE PLAN:

45.08 4.02

DIEGO RIVERA ANAHUACALLI MUSEUM

4.24

REMODEL, EXPANSION AND SPACE CONSTRUCTION

7.29

0.43

0.12 0.36 0.10

4.04

3.97

CT-04

4.01

0.37

3.94

CT-02

0.55 0.68

2.68 0.67

CT-07

4.00

4.02

CT-07 CT-09

SITE PLAN:

CT-11

CT-08

4.02

4.24

CT-08

3.95

4.04

CT-03

3.97

CT-04

4.01

0.37

3.94

CT-02

1.59

1.49

9.50

0.55 0.68

2.68 0.67

CT-06 CT-05

EL. +2.93

7°

2.68

CT-01

CT-07

CT-08

B.O.S.

TOP OF BEAM BOTTOM OF BEAM

P.L.

PARAPET LEVEL

B-02 50Ø

50Ø

- 1.00

SUMP PIT

0.80 mx 0.80m x 1.0 m

BAP-03 100Ø A=78.21m²

TBL-01

RAINWATER SYSTEM

CLEAR HEIGHT 2.25 m

0.30 A.F.F.L.

T.O.S. -2.57

B-09

T.R. 100Ø

TBL-08

13Ø

64Ø

150Ø

RAINWATER CISTERN WITH

SF-01

13Ø

64Ø

V=15 m³ A=9.70 m² H(total)=2.50 m

6Ø

P IP

- 0.90

H(use)= 1.55m

0.73

BAP-04 100Ø A=60.36

SEE CONTINUATION ON DRAWING IH03, CONNECTS TO PUMP DISCHARGE B01, B02

BASEMENT ANA-MA-A5-04-01 DRAWING

2.51 50Ø FROM MAINTENANCE RAINWATER CISTERN FOR POTABLE WATER TREATMENT

CL-03

26/07/2019

FOR REVIEW

15/05/2020 R.D.P. 25/06/2020

2.0

T.O.S. + 4.31

Slo

Slope 1%

Slope 2.0%

T.O.S. + 3.10

SCALE 1:100

UEPM-01 H= 0.57 M

T.O.S.

CT-03

CT-04

CT-02

CT-06 CT-05

CT-01

CT-07

Slope 1% Slope 1%

T.O.S. + 3.50

T.O.S. + 2.70

Slop

e 1%

R.D.P.

Slope 1% Slope 1%

T.O.S. + 2.30

S.L. +3.55

T.O.S. + 3.50

T.O.S. + 2.30

Slope 1%

T.O.S. + 2.95

EL. ±0.00

T.O.S. + 3.50

2.70

CT-02

CT-01

CT-07

DRAWN:

FILE:

DIEGO RIVERA ANAHUACALLI MUSEUM

Remodeling, expansion and construction of spaces

3.97

4.04

3.95

4.02

GLASS

4.00

4.02

GLASS

LOUVERS

4.24 T.O.S.+5.29 B.O.S.+5.00

0.34 0.17 0.31 0.20 0.21 0.45

METAL SHUTTER

GLASS

B.O.B.+4.83

T.O.S.+4.46 B.O.S.+4.21

S.L.+3.55 B.O.B.+4.00

B.O.B.+2.13

3.72

GLASS

F.F.L. 0.17

EL±0.00

SITE PLAN:

NORTH ELEVATION meters

scale 1:100

NORTH:

DIEGO RIVERA ANAHUACALLI MUSEUM

45.08

Remodeling, expansion and construction of spaces

4.02

4.24

4.00

3.95

4.04

3.97

4.01

LOUVERS

4.02

LOUVERS

GLASS

LOUVERS

LOCATION MAP:

3.95

8.03

4.01

3.97

GLASS

4.04

3.95

4.02

GLASS

4.00

4.02

LOUVERS

4.24 T.O.S.+5.29

GLASS

LOUVERS B.O.S.+5.00

0.34 0.17 0.31 0.20 0.21 0.45

EL+3.58 GLASS

NOMENCLATURE:

T.O.S.+5.29

45.08 3.95

LOUVERS

0.15 0.31 0.31 0.52

T.O.S.+4.46 B.O.S.+4.21

SIDEWALK LEVEL FINISHED FLOOR LEVEL TOP OF SLAB

T.O.S. B.O.S.

BOTTOM OF SLAB

T.O.B.

S.L. +3.58

0.45

LOUVERS

T.O.S.+4.46 B.O.S.+4.21

B.O.B.+4.83

S.W.L. F.F.L.

B.O.B.+4.83

TOP OF BEAM

B.O.B.

B.O.B.+4.00

BOTTOM OF BEAM

P.L.

PARAPET LEVEL

L.L.

5.43

S.L.+3.55 B.O.B.+4.00

LINTEL LEVEL

T.O.W.

TOP OF WALL LEVEL

DIEGO RIVERA ANAHUACALLI MUSEUM W.L. Alteration, addition and area construction E.F.F.L.

3.76

WATER LEVEL

EXISTING FINISHED FLOOR LEVEL

SYMBOLS:

5.46 METAL SHUTTER

METAL SHUTTER

GLASS

EL±0.00

B.O.B.+2.13

3.72

GLASS

INDICATES SECTION LINE

CT-1

METAL SHUTTER

INDICATES GRID LINE CT-1

METAL SHUTTER

LOCATION MAP:

N.P.T ±0.00

GLASS

F.F.L. 0.17

4.97

4.03

EL±0.00

SOUTH ELEVATION

14.00

SITE PLAN:

4.41

7.56

10.89

2.95

2.50

2.39

2.54

2.69

0.33

0.55 1.00 0.12

N.L.B.L. +2.98

3.95

4.04

3.97

4.01

LOUVERS

GLASS

LOUVERS

3.95

2.58 2.75

0.17

0.15 0.31 0.31 EL+3.58 0.52 EL. +3.17 0.45

N.L.A.L +2.70

6.49

T.O.S.+4.46 B.O.S.+4.21

5.43

scale 1:100 2.75 2.58

OVERALL PLAN:

LINTEL LEVEL

EL. +2.22

EL. +2.21

WATER LEVEL EL. +1.87

EL. +1.87

EL. +1.86

EXISTING FINISHED FLOOR LEVEL

1.86

EL. +1.86

03/07/2020

FOR REVIEW

ARCH. FERNANDO VICTOR TORROELLA LABRADA D.R.O. REG: 0004 NOMENCLATURE:

F.F.L. 0.17

CT-1

0.17

-N.B.

PAVEMENT LEVEL

STRUCTURAL CORESPONSIBLE:

-N.P.T.

FINISHED FLOOR LEVEL

ENG. ALEJANDRO GONZALES DEL PLIEGO TOP OF SLAB C/SE REG.:0073

-N.L.A.L.

BOTTOM OF SLAB

-N.L.B.L. INDICATES SECTION LEVEL

-N.L.A.T.

TOP OF BEAM

-N.L.B.T.

BOTTOM OF BEAM INSTALLATIONS DESIGN CORESPONSIBLE: PARAPET LEVEL ENG. LUIS BERNARDO ARGUELLES MEDRANO C / I.REG: 0017 CLOSURE LEVEL

-N.P.

INDICATES UP

meters

-N.C.

MASONRY TOP LEVEL

-N.C.M.

INDICATES DOWN

-N.AG. INDICATES LEVEL CHANGE IN PLAN

4.97

4.03

PREEXISTING WALLS SLAB PROJECTIONS

4.41

4.40

7.56

SYMBOLS:

2.95

2.50

2.39

0.31 0.52 1.74 0.31 0.45 T.O.S.+5.29 0.30

2.95

6.49

4.40

4.41

INDICATES CONCRETE/EXISTING WALL

2.71

N.E. +3.55

4.41

INDICATES NEW BRICK WALL INDICATES FLOOR LEVEL6.49 CHANGE INDICATES CEILING LEVEL CHANGE

4.40

2.95

7.54

LOUVERS NEW AUDIOVISUAL ROOM PROJECT INCLUDED PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND MAINTENANCE STAFF

GLASS

N.E. +1.90 GLASS

GLASS

EL. +2.21

EL. +1.87

EL. +2.21

T.O.S. +3.10

EL. +1.87

EL. +1.86

1.86

EL. +1.86

2.75 2.58

3.15 EL±0.00

FOR REVIEW

LOUVERS

DISPLAY STORAGE

5.50

0.26

SHUTTER ARCH. FERNANDO VICTOR TORROELLAMETAL LABRADA GLASS D.R.O. REG: 0004

GLASS

N.L.A.L. +3.55

N.P.T±0.00

DIEGO RIVERA AND FRIDA KAHLO UP MUSEUMS TRUST BANK OF MEXICO LEVEL CHANGE IN PLAN

DRAWING:FACETOFACE DIMENSION CENTERLINETOCENTERLINE DIM. CENTERLINETOFACE DIMENSION

ARCHITECTURAL / MAINTENANCE

N±0.00

PROJECTION LINE CONTENT: STONE MASONRY

NORTH, SOUTH, EAST AND WEST ELEVATIONS CONCRETE/EXISTING MASONRY ADDED BRICK MASONRY FLOOR LEVEL CHANGE CEILING 1:100 LEVEL CHANGE

SCALE:

EL±0.00

F.F.L. 0.17

DIMENSIONS:

METERS

REVISED DESIGN INCLUDES AUDIOVISUAL ROOM, DATE: PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND MAINTENANCE STAFF

JULY 03, 2020

DRAWING NO.: DESCRIPTION

REV

INSTALLATIONS DESIGN CORESPONSIBLE:

ENG. LUIS BERNARDO ARGUELLES MEDRANO

C / I.REG: 0017 meters meters

scale 1:100 scale 1:100

PROJECT:

PREEXISTING MASONRY PREEXISTING BEAMS

B.O.S.+4.21 B.O.B.+4.00 N.P.T. -0.20

3.72

GLASS

SECTION LEVEL

OWNER:

N.L.B.T. +4.00 N.L.B.L. +3.25 T.O.S.+4.46

B.O.B. +2.13

ENG. ALEJANDRO GONZALES DEL PLIEGO C/SE REG.:0073

CROSS SECTION 02 WEST ELEVATION

meters

scale 1:100

N.L.B.T. +4.83

B.O.S.+5.00 B.O.B.+4.83

3.75 S.L. +3.55 3.45

LOUVERS

08/06/2020

DISPLAY STUDIO 03/07/2020 MAINTENANCE

STRUCTURAL CORESPONSIBLE:

EAST ELEVATION - PROPOSED

STREET, SAN PABLO TEPETLAPA N.P.T 150 MUSEOPLAN LEVEL ±0.00 COYOACAN, MEXICO CITY N.L.A.T. +4.31

RESPONSIBLE CONSTRUCTION DIRECTOR

N.P.T. -0.17

F.F.L. 0.17

0.17

0.20 0.31 0.31 0.20 0.31 0.45

15/05/2020

FOR REVIEW

LOUVERS R4 Slope 1%

DATE

DESCRIPTION

GLASS

N±0.00

EL +0.85

0.85 0.17

REV

S.L. +3.55

B.O.S. +2.98 EL. +2.71

EL. +2.21

LOUVERS

EL +3.48

GLASS

0.38 0.50 0.12 0.28 EL. +2.22

SECTION LINE

CT-1

7.54

0.12

LOCATION:

N.L.A.T. +5.14

INDICATES PROJECTION LINE

0.10

ARCH. MARIO GUADARRAMA HERNÁNDEZ CDUyA REG: 0188 GRID LINE

6.49

INDICATES FACETOFACE DIMENSION INDICATES CENTERLINETOCENTERLINE DIMENSION INDICATES CENTERLINETOFACE DIMENSION INDICATES STONE WALL

B.O.S. +2.58

H2O LEVEL

URBAN & ARCHITECTURALEXISTING DESIGN FINISHED CORESPONSIBLE FLOOR LEVEL

-N.P.T.E.

14.00

08/06/2020

CT-01

RESPONSIBLE CONSTRUCTION DIRECTOR

EL +0.85 EL±0.00

INDICATES PLAN LEVEL

N.P.T±0.00

scale 1:100

15/05/2020

FOR REVIEW

NORTH:

3.15

0.85

INDICATES SECTION LINE

N.P.T ±0.00

EAST ELEVATION - PROPOSED meters

DATE

DESCRIPTION

CT-02 R4CT-03 FOR REVIEW

B.O.S. +2.98 EL. +2.71

SYMBOLS:

EL±0.00 0.17

CT-01

INDICATES CONCRETE/EXISTING WALL

INDICATES NEW BRICK WALL INDICATES FLOOR LEVEL CHANGE INDICATES CEILING LEVEL CHANGE

T.O.S. +3.10

EL. +2.21

TOP OF WALL LEVEL

W.L.

CT-02

NEW AUDIOVISUAL ROOM PROJECT INCLUDED PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND MAINTENANCE STAFF REV

EL +3.48

GLASS

0.38 0.50 0.12 0.28

INDICATES STONE WALL

CT-03

N±0.00

N.P.T. -0.17

0.17

N.P.T. -0.20

GLASS

PARAPET LEVEL

L.L.

INDICATES GRID LINE

SOUTH ELEVATION

3.42

2.71

LADIES RESTROOM

INDICATES PROJECTION LINE

TOP OF SLAB TOP OF BEAM BOTTOM OF BEAM

P.L.

E.F.F.L.

meters

4.41

VESTIBULE SIDEWALK LEVEL

BOTTOM OF SLAB

GLASS

B.O.B.

T.O.W.

CROSS SECTION 01

3.76

F.F.L. 0.17

INDICATES FACETOFACE DIMENSION INDICATES CENTERLINETOCENTERLINE DIMENSION INDICATES CENTERLINETOFACE DIMENSION

N.L.B.L. +2.11

FINISHED FLOOR GLASSLEVEL

T.O.S. B.O.S. T.O.B.

B.O.B.+4.00

4.40

AUDIOVISUAL ROOM

S.W.L. F.F.L.

B.O.S. +2.58

EL±0.00

2.95 NOMENCLATURE:

T.O.S.+5.29

B.O.B.+4.83 S.L.0.10 +3.58 0.41 0.31 0.60 0.47 0.12

PREEXISTING WALLS SLAB PROJECTIONS

N.L.A.L +2.70

N.L.B.L. +3.25

N.L.B.L. +2.58

7.54

N±0.00

N.P.T. -0.17

8.03

LOUVERS

0.33

NORTH:

N.E. +1.40

2.99

3.15

45.08 4.02

LOUVERS

INDICATES UP

INDICATES LEVEL CHANGE IN PLAN

0.38 0.12

0.50

INDICATES DOWN

3.44 N+3.58

N.L.A.L. +3.10

INDICATES SECTION LEVEL

2.60 N.E. +3.55

N +2.48

INDICATES PLAN LEVEL

N.P.T±0.00

2.39

meters

scale 1:100

meters

DIEGO RIVERA ANAHUACALLI MUSEUM

URBAN &Alteration, ARCHITECTURAL DESIGN CORESPONSIBLE addition and area construction

Alteration, addition and area construction ARCH. MARIO GUADARRAMA HERNÁNDEZ CDUyA REG: 0188

DATE

ANA-MA-A1-03-01 15/05/2020

FOR CHECK

FOR DRAWN CHECK BY:

FOR CHECK

FILE: 08/06/2020

TA-MR+GC

03/07/2020

RESPONSIBLE CONSTRUCTION DIRECTOR

ARCH. FERNANDO VICTOR TORROELLA LABRADA D.R.O. REG: 0004

LOCATION MAP: MAP: LOCATION

LOCATION:

STRUCTURAL CORESPONSIBLE:

150 MUSEO STREET, SAN PABLO TEPETLAPA COYOACAN, MEXICO CITY 4.03 4.41

4.40

6.49

4.41

2.95

7.54

10.89

2.60

S.L. +3.55

3.15

14.00

2.54

LOUVERS

2.95

LOUVERS

2.54

2.69

2.50

7.56

2.39

LOUVERS

GLASS

T.O.S.+5.29

2.39 0.20 0.31 0.31 0.20 0.31 0.45

3.44

LOUVERS

METAL SHUTTER

N.P.T. -0.17

GLASS

S.L. +3.55

AUDIOVISUAL ROOM

0.17

LADIES RESTROOM

VESTIBULE

DRAWING:

0.17

2.95

2.50

2.39

F.F.L. 0.17 N.P.T. -0.17

0.31 0.52 0.31 0.45 0.32

CONTENT:

NORTH, SOUTH, EAST AND WEST ELEVATIONS

DUCT RETURN

SCALE: OVERALL PLAN: PLAN: OVERALL

EL±0.00 N±0.00

DIMENSIONS:

1:100

CT-03 CT-03

DATE:

N±0.00

WEST ELEVATION

CT-02 CT-02

UEPM-01 H=0.60 M

LI036CO180P432

CORESPONSIBLE FOR URBAN AND ARCHITECTURAL DESIGN

ARCH. MARIO GUADARRAMA HERNÁNDEZ CDUyA REG: 0188

N.L.A.T. +4.31

N.L.B.T. +4.83

LOCATION:

N.L.A.L. +3.55

150 MUSEO ST., SAN PABLO TEPETLAPA COYOACÁN, MEXICO CITY

N.L.B.T. +4.00 N.L.B.L. +3.23

UEPM-01 H=0.60 M

PROPRIETOR:

CT-01 CT-01 METERS

3.23

DIEGO RIVERA AND FRIDA KAHLO MUSEUMS TRUST BANK OF MEXICO

3.75

PROJECT:

RESTORATION CONSERV. LAB.

ANA-MA-A1-03-01

N.P.T. -0.17

DOOR

JULY 03, 2020

DRAWING NO.:

GARDEN

LAB STORAGE CONS. + RESTORATION

CULTURAL STORAGE

N±0.00

N.P.T. -0.20

SHEET:

FILE:

DRAWN BY:

TA-MR+GC

meters

CT-03 CT-03

CT-02 CT-02

ARCHITECTURAL / MAINTENANCE

CONTENT:

CT-01 CT-01

CROSS SECTIONS CT01, CT02 AND CT03

RAIN CISTERN

NORTH: NORTH:

CROSS SECTION 01

1.79

DUCT SUPPLY

UEPC-01 H=0.60 M PIPES EXIT

N.E. +1.90

N.P.T. -0.20

scale 1:100

6.49

ENG. LUIS BERNARDO ARGUELLES MEDRANO C / I.REG: 0017

ARCHITECTURAL / MAINTENANCE

N.E. +3.55

N.L.A.L +2.70 N.L.B.L. +2.58

N.L.B.L. +2.11

3.42

CORESPONSIBLE FOR SYSTEMS DESIGN:

7.56

N.L.A.T. +5.14 B.O.S.+4.21 B.O.B.+4.00

B.O.B. +2.13 N.L.B.L. +3.25

2.58 2.75

N±0.00

N+3.58

0.33

1.00

3.72

14.00

4.40

PROJECT:

T.O.S.+4.46

B.O.S.+5.00 B.O.B.+4.83

0.33 5.50 0.55 0.12

N.L.B.L. +2.98 N.E. +1.40

ENG. ALEJANDRO GONZALES DEL PLIEGO C/SE REG.:0073

OWNER:

DIEGO RIVERA AND FRIDA KAHLO MUSEUMS TRUST BANK OF MEXICO

SCALE:

DIMENSIONS:

DATE:

CROSS SECTION 03

PAVEMENT LEVEL LEVEL PAVEMENT

-N.B. -N.B.

BOTTOM OF OF SLAB SLAB BOTTOM

-N.L.A.T. -N.L.A.T.

TOP OF OF BEAM BEAM TOP

-N.L.B.T. -N.L.B.T.

BOTTOM OF OF BEAM BEAM BOTTOM

H2O LEVEL LEVEL H2O

-N.P.T.E. -N.P.T.E.

2.50

2.39

EXISTING FINISHED FINISHED FLOOR FLOOR LEVEL LEVEL EXISTING

SYMBOLS: SYMBOLS:

4.97 2.95

4.03

N.L.B.T. +4.83 N.L.A.L. +3.55

SECTION LINE LINE SECTION

CT-1 CT-1

1.74

CT-1 CT-1

4.41

N.L.A.T. +5.14 0.31 0.52 0.31 0.45 0.30

LOUVERS LOUVERS

4.40

N.P.T ±0.00

N.L.A.T. +4.31

3.45

DISPLAY STUDIO MAINTENANCE

Slope 1% 1% Slope

DISPLAY DISPLAY STORAGE STORAGE

2.95

2.50

2.39

2.39 TOB +5.14

SECTION LEVEL LEVEL SECTION

0.31 0.52 0.31 0.45 0.32

UP UP

E.L. +3.55

DN DN

D. D.

LOUVERS

LEVEL CHANGE CHANGE IN IN PLAN PLAN LEVEL

N±0.00

PROJECTION LINE LINE PROJECTION

EL±0.00

0.26

BOB +4.83

3.43

E�HIBIT �ORKSHOP

STONE MASONRY MASONRY STONE

Slope 1%

N.P.T. -0.17

E�HIBIT STORAGE

CONCRETE/EXISTING MASONRY MASONRY MAINTENANCE CONCRETE/EXISTING

E�HIBIT STORAGE

BOB +4.00

scale 1:100

CT-05

FFL 0.20 CT-04

CT-06

CT-05

NORTH:

DATE DATE

DESCRIPTION DESCRIPTION

REV REV

scale 1:100 meters

CT-06

CT-04

EL±0.00

E�HIBIT STORAGE

REVISED DESIGN DESIGN INCLUDES INCLUDES AUDIOVISUAL AUDIOVISUAL ROOM, ROOM, REVISED PUBLIC RESTROOMS RESTROOMS AND AND CHANGING CHANGING ROOMS ROOMS FOR FOR GUIDES GUIDES PUBLIC AND MAINTENANCE MAINTENANCE STAFF STAFF AND

CROSS SECTION 04

CROSS SECTION 02

SITE PLAN SKETCH:

3.75

ADDED BRICK BRICK MASONRY MASONRY ADDED FLOOR LEVEL LEVEL CHANGE CHANGE FLOOR CEILING LEVEL LEVEL CHANGE CHANGE CEILING

FFL 0.17

TOB +4.31

TOS +3.55

BOS +3.23

GLASS FACETOFACE DIMENSION FACETOFACE DIMENSION CENTERLINETOCENTERLINE DIM. DIM. CENTERLINETOCENTERLINE CENTERLINETOFACE DIMENSION DIMENSION CENTERLINETOFACE

0.26

1.79

PREEXISTING MASONRY PREEXISTING BEAMS

E.L. +1.90

3.75

N.P.T. -0.20

7.56 6.49

PLAN LEVEL LEVEL PLAN

N.P.T±0.00 U. U.

N.L.B.T. +4.00

N.L.B.L. +3.25 N.E. +1.90 GLASS GLASS

14.00

GRID LINE LINE GRID

2.39

N.E. +3.55

N±0.00

MASONRY TOP TOP LEVEL LEVEL MASONRY

-N.AG. -N.AG.

7.56 6.49

LOCATION SKETCH: FILE:

TA-MR+GC

CLOSURE LEVEL LEVEL CLOSURE

-N.C. -N.C. -N.C.M. -N.C.M.

14.00 4.40

DRAFTED:

PARAPET LEVEL LEVEL PARAPET

-N.P. -N.P.

4.03

ANA-MA-A1-02-03

TOP OF OF SLAB SLAB TOP

-N.L.A.L.

DIEGO RIVERA ANAHUACALLI MUSEUM Remodelin�, e�pansion and construction o� spaces

CODE:

FINISHED FLOOR FLOOR LEVEL LEVEL FINISHED

-N.P.T. -N.P.T.

meters -N.L.A.L. -N.L.B.L. -N.L.B.L.

4.41

JULY 03, 2020

NOMENCLATURE: NOMENCLATURE:

scale 1:100

4.97

METERS

1:100

meters

scale 1:100

meters FOR CHECK CHECK FOR R3

FOR CHECK CHECK FOR

08/06/2020

FOR CHECK CHECK FOR

03/07/2020

15/05/2020

NOMENCLATURE: S.L.

SIDE�ALK LEVEL

FFL

FINISHED FLOOR LEVEL TOP OF SLAB

TOS BOS

RESPONSIBLE CONSTRUCTION CONSTRUCTION DIRECTOR DIRECTOR RESPONSIBLE

BOTTOM OF SLAB

TOB

ARCH. FERNANDO FERNANDO VICTOR VICTOR TORROELLA TORROELLA LABRADA LABRADA ARCH. D.R.O. REG: REG: 0004 0004 D.R.O.

TOP OF BEAM

BOB

BOTTOM OF BEAM

P.L.

STRUCTURAL PLANS WAREHOUSE 14.00

2.50

2.39

6.49

2.95

4.41

4.40

0.13

SYMBOLS: INDICATES GRID LINE

ENG. LUIS LUIS BERNARDO BERNARDO ARGUELLES ARGUELLES MEDRANO MEDRANO ENG.

2.26

0.22 I.REG: 0017 0.14CC // I.REG: 0017 1.08 1.11

2.69

3.44

2.54

2.60

0.26

My role involved coordinating with the structural engineer and project manager to translate the proposed structure’s dimensions into the floor plans and model. We worked closely with the engineer to ensure Mauricio’s vision was respected and that the structure remained in harmony with our design intent. Through several iterations, we refined the design and materiality to achieve the vision for the audiovisual room and warehouse structure. DUCT DUCT RETURN RETURN

PIPES EXIT PIPES EXIT

N.E. +1.90

UEPC-01 UEPC-01 H=0.60M M H=0.60

GARDEN

1.79

UEPM-01 UEPM-01 H=0.60M M H=0.60

LI036COLI036CO180P432 180P432

RESTORATION CONSERV. LAB.

LAB STORAGE STORAGE LAB CONS. ++ CONS. RESTORATION RESTORATION

CULTURAL STORAGE STORAGE CULTURAL

UEPM-01 UEPM-01 H=0.60M M H=0.60

CULTURAL STORAGE STORAGE CULTURAL

N.L.B.T. +4.83 N.L.A.L. +3.55

ARCH. MARIO MARIO GUADARRAMA GUADARRAMA HERNÁNDEZ HERNÁNDEZ ARCH. CDUyA REG: REG: 0188 0188 CDUyA

N.L.B.T. +4.00

EL+3.58 EL+3.17

LOCATION: LOCATION:

TOS +2.70

BOS +2.58

BOS +2.11

3.75

1.01 1.01

N±0.00

EL±0.00

FFL 0.17

GLASS

MEN�S RESTROOM PROJECT: PROJECT:

2.99

VESTIBULE

EL±0.00

Slope 1%

0.17

SHEET: SHEET:

INDICATES LEVEL CHANGE IN PLAN

INDICATES FACETOFACE DIMENSION INDICATES CENTERTOCENTER DIMENSION INDICATES CENTERLINETOFACE DIMENSION INDICATES PROJECTION LINE

FFL 0.17

INDICATES STONE �ALL INDICATES CONCRETE/EXISTING �ALL INDICATES NE� BRICK �ALL INDICATES FLOOR LEVEL CHANGE INDICATES CEILING LEVEL CHANGE

ARCHITECTURAL / MAINTENANCE

NE� PROJECT INCLUDES AUDIOVISUAL ROOM, PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND MAINTENANCE STAFF

CONTENT: CONTENT:

CROSS SECTIONS CT01, CT02 AND CT03

RAIN CISTERN

SCALE: SCALE:

scale 1:100

DATE: DATE:

METERS

CODE: CODE:

FILE: FILE:

DRAFTED: DRAFTED:

TA-MR+GC

4.97

14.00

4.40

FOR REVIE�

08/06/2020

FOR REVIE�

06/07/2020

ARCH. FERNANDO VICTOR TORROELLA LABRADA D.R.O. REG: 0004

4.03

4.41

DATE

15/05/2020

FOR REVIE�

R2 R3

RESPONSIBLE DIRECTOR OF CONSTRUCTION

ANA-MA-A1-02-03

meters

DESCRIPTION

JULY 03, 2020

meters

scale 1:100

CROSS SECTION 03

REV

DIMENSIONS: DIMENSIONS:

1:100

CROSS SECTION 05

INDICATES DO�N

PREEXISTING �ALLS PREEXISTING BEAMS

E.L. +1.90

3.16

AUDIOVISUAL ROOM

0.17

N.P.T. -0.17

BOS +2.98

DIEGO RIVERA AND FRIDA KAHLO MUSEUMS TRUST BANK OF MEXICO

SHO�ER

INDICATES LEVEL IN SECTION INDICATES UP

EL+3.48

TOS +3.10

0.38 0.50 0.12

PROPRIETOR: PROPRIETOR:

2.28 2.11

FFL±0.00

GLASS

150 MUSEO ST., SAN PABLO TEPETLAPA COYOACÁN, MEXICO CITY

0.41

0.47 0.12 0.47 0.28 0.19

TOS +2.30

2.75

N.P.T. -0.20

INDICATES LEVEL IN PLAN

GLASS

N.L.A.T. +4.31

N.L.B.L. +3.23

DUCT DUCT SUPPLY SUPPLY

DOOR DOOR

3.23

N±0.00

INDICATES SECTION LINE

FFL ±0.00

CORESPONSIBLE FOR FOR URBAN URBAN AND AND ARCHITECTURAL ARCHITECTURAL DESIGN DESIGN CORESPONSIBLE

N.L.A.T. +5.14

N.E. +3.55

�ATER LEVEL EXISTING FINISHED FLOOR LEVEL

CORESPONSIBLE FOR FOR SYSTEMS SYSTEMS DESIGN: DESIGN: CORESPONSIBLE

2.46

2.39

0.31 0.52 0.31 0.45 0.32

PARAPET LEVEL TOP OF �ALL

�.L. EFFL

CT-1

2.95

2.50

2.39

7.56

6.49

LINTEL LEVEL

TO�

4.97

4.03

14.00

ENG. ALEJANDRO ALEJANDRO GONZALES GONZALES DEL DEL PLIEGO PLIEGO ENG. C/SE REG.:0073 REG.:0073 C/SE

CT-1

4.40

L.L. STRUCTURAL CORESPONSIBLE: CORESPONSIBLE: STRUCTURAL

7.56

STRUCTURAL CORESPONSIBLE:

ENG. ALEJANDRO GONZALES DEL PLIEGO C/SE REG.:0073

7.56

6.49

2.95

0.30

2.50

2.39

BUILDING SYSTEMS DESIGN CORESPONSIBLE:

ENG. LUIS BERNARDO ARGUELLES MEDRANO C / I.REG: 0017

2.39

0.31 0.45 0.30

0.30 0.20

0.76

URBAN � ARCHITECTURAL DESIGN CORESPONSIBLE

TOB +4.31

ARCH. MARIO GUADARRAMA HERNÁNDEZ CDUyA REG: 0188

TOS +3.55 BOB +4.00

LOCATION:

150 MUSEO STREET, SAN PABLO TEPETLAPA COYOACÁN, MEXICO CITY

BOS +3.25

E.L. +1.90 3.45

EL±0.00

FFL 0.17

1.10 0.20 0.30

Slope 1%

0.60

LOCKERS Men

O�NER:

3.75

DIEGO RIVERA AND FRIDA KAHLO MUSEUMS TRUST BANK OF MEXICO FFL 0.20

EL±0.00

PROJECT:

SHEET:

ARCHITECTURAL / MAINTENANCE

CONTENT:

CROSS SECTIONS CT04, CT05 AND CT06

SCALE:

CROSS SECTION 06 scale 1:100

DIMENSIONS:

METERS

1:100 meters

DATE:

CODE:

JULY 06, 2020

ANA-MA-A1-02-04 FILE:

DRA�N:

TA-MR+GC

3.97

0.27

F.F.L. 0.17

EL. ±0.00

D.R.O. REG: 0004

F.F.L.0.20

URBAN & ARCHITECTURAL DESIGN CORESPONSIBLE PROJECT: ARCH. MARIO GUADARRAMA HERNANDEZ CDUyA REG: 0188

150 MUSEO ST., SAN PABLO TEPETLAPA

ARCHITECTURAL / MAINTENANCE COYOACAN, MEXICO CITY

LONGITUDINAL SECTIONS CL01, CL02

GLASS

4.01

GLASS

3.95

0.37

0.25

DIEGO RIVERA & FRIDA KAHLO MUSEUM TRUST BANK OF MEXICO

7.66

SCALE: URBAN / ARCHITECTURAL DESIGN CONSULTANT

6.72

DIMENSIONS:

METERS

PROJECT: ARCH. MARIO GUADARRAMA HERNÁNDEZ 1:100 CDUyA REG: 0188

DATE:

0.25

JULY 03, 2020

LOCATION:

0.10 0.10 0.38 0.50 0.60 0.140.12

NO.: 150 MUSEOSHEET ST., SAN PABLO TEPETLAPA DRAWING: COYOACAN, MEXICO CITY ARCHITECTURAL / MAINTENANCE

ANA-MA-A1-02-01

T.O.S. +3.10 EL. +3.48 EL. +2.84

CONTENT: DRAWN BY:

PROPRIETOR:

FILE:

CL01, CL02 TA-MR+GC DIEGO RIVERALONGITUDINAL AND FRIDA SECTIONS KAHLO MUSEUMS TRUST BANK OF MEXICO

B.O.S. +2.98

SCALE:

METAL SHUTTER

TRANSITION STORAGE

METAL SHUTTER

MUSEUM / LUMBER STORAGE

GLASS

2.86

2.99

0.16

0.17

METAL SHUTTER

DATE:

AUDIOVISUAL ROOM

EL. 0.032

METERS

JULY 03, 2020

EL. ± 0.00 SHEET NO.:

SHEET:

ANA-MA-A1-02-01

ARCHITECTURAL / MAINTENANCE DRAWN BY:

CONTENT:

FILE:

TA-MR+GC LONGITUDINAL SECTIONS CL04 AND CL06

EXISTING CISTERN

SCALE:

DIMENSIONS:

ARCHITECTURAL / MAINTENANCE ROOF PLAN UNITS:

METERS

JUNE 25, 2020

ANA-MA-A1-01-03 TA-MR+GC

FILE:

METERS

1:100 DATE:

CODE:

METERS

DIMENSIONS:

1:100

PROJECT:

3.15

B.O.S. 0.17

150 MUSEO STREET, SAN PABLO TEPETLAPA COYOACAN, MEXICO CITY

DATE:

GLASS

2.99

0.20

DIEGO RIVERA & FRIDA KAHLO MUSEUM TRUST OF LABRADA MEXICO ARCH. FERNANDO VICTORBANK TORROELLA

DRAWING:

OWNER:

CODE:

11/06/2020

BUILDING SYSTEMS DESIGN CORESPONSIBLE:

ENG. LUIS BERNARDO ARGUELLES MEDRANO CONTENT: OWNER: C / I.REG: 0017

4.04

GLASS

LOCATION:

SCALE:

4.01

FOR REVISION

FOR REVISION 03/07/2020 MEDRANO OWNER:ENG. LUIS BERNARDO ARGUELLES

MEP DESIGN CONSULTANT:

METAL SHUTTER

SHEET:

COYOACAN, MEXICO CITY

R6 R7

ENG. ALEJANDRO GONZALES DEL PLIEGO C/SE REG.:0073 LOCATION:

ARCH. MARIO GUADARRAMA HERNÁNDEZ CDUyA REG: 0188

meters

03/07/2020

DATE DESCRIPTION ENG. ALEJANDRO GONZALES DEL PLIEGO LOCATION: C/SE REG.:0073

PABLO TEPETLAPA FOR REVISION 150 MUSEO ST., SAN08/06/2020

EL. +3.58

CT-08

DATE 15/05/2020 08/06/2020

D.R.O. REG: GUADARRAMA 0004 ARCH. MARIO HERNANDEZ

INCLUDES PROPOSED AUDIOVISUAL CDUyA REG: 0188ROOM PROJECT PUBLIC RESTROOMS, CHANGE ROOMS FOR GUIDES AND STAFF MAINTENANCE STAFF STRUCTURAL CORESPONSIBLE: REV

CONSTRUCTION DIRECTOR

STRUCTURAL CONSULTANT:

3.95

GLASS

1:100

3.95

T.O.S. +2.30 B.O.S. +2.13

EL. 0.27

4.02

ENG. ALEJANDRO GONZALES DEL PLIEGO C/SE REG.:0073

T.O.S. 3.37

CT-11

EL. ±0.00 F.F.L.0.20 T.O.S. +3.50

32.52 4.00

DIEGO RIVERA AND FRIDA KAHLO MUSEUMS TRUST BANK OF MEXICO

CT-06 CT-05

B.O.S. +3.25 B.O.B. +2.9

2.90

C / I.REG: 0017

TEMPORARY STORAGE

MUSEOGRAPHY STORAGE

0.25 0.35

7.29

PROJECT:

meters

METAL SHUTTER

0.38 0.12

MAINT. CHANGING ROOMS

meters

B.O.S. 0.67

5.46

0.50

MEN'S RESTROOM

1.94

15/05/2020

SCALE 1:100

GLASS

N.E. +3.55

F.F.L. 0.17

0.27

0.95 0.17

03/07/2020

ENG. LUIS BERNARDO ARGUELLES MEDRANO INDICATES CONCRETE / EXISTING C / I.REG: 0017 R9 FOR REVIEW INDICATES PROPOSED BRICK INDICATES FLOOR LEVEL CHANGE RESPONSIBLE CONSTRUCTION DIRECTOR INDICATES CEILING LEVEL CHANGE FERNANDO VICTOR LABRADA URBANARCH. & ARCHITECTURAL DESIGNTORROELLA CORESPONSIBLE

08/06/2020

4.02

URBAN AND ARCHITECTURAL DESIGN CORESPONSIBLE

0.17 0.50

F.F.L.0.17

3.20

T.O.S. + 2.30

EL+3.58

N.L.A.L. +3.10

WOMEN'S RESTROOM

FOR REVIEW LONGITUDINAL SECTION 25/06/2020 02 - PROPOSED

ENG. LUIS BERNARDO ARGUELLES MEDRANO C / I.REG: 0017

LOCATION MAP:

N +2.48

0.20

4.24

15/05/2020 08/06/2020

INDICATES FLOOR LEVEL CHANGE INDICATES CEILING LEVEL CHANGE

INDICATES PLAN LEVEL CHANGE

NEW AUDIOVISUAL ROOM PROJECT INCLUDED

MAINTENANCE STAFF

ENG. ALEJANDRO GONZALES DEL PLIEGO

INDICATES FACETOFACE DIM. C/SE REG.:0073 DESCRIPTION REV INDICATES GRIDTOGRID DIM. INDICATES GRIDTOFACE DIM. R7 FOR REVIEW INDICATES PROJECTION LINE BUILDING SYSTEMS DESIGN CORESPONSIBLE: R8 FOR REVIEW INDICATES STONE MASONRY

B.O.S. +2.13

DATE

DESCRIPTION

FOR REVIEW FOR REVIEW

2.13

45.08

4.97

4.02

FOR REVIEW INDICATES PLANFACETOFACE LEVEL DIMENSION

C.L.TOC.L. DIMENSION FOR REVIEW C.L.TOFACE DIMENSION INDICATES SECTION LEVEL FOR REVIEW INDICATES PROJECTION LINE

ARCH. FERNANDO VICTOR TORROELLA NEWLABRADA BRICK WALL INDICATES DN. INDICATES

D.R.O. REG: 0004

STRUCTURAL CORESPONSIBLE: PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND PREEXISTING PARTITIONS

T.O.S. +2.30

F.F.L.0.20

DOOR

MONITORING ROOM

INSTALLATIONS DESIGN CORESPONSIBLE:

5.00

T.O.S. +2.13

ANA-MA-A1-01-01

TA-MR+GC

2.71

4.00

2.00

DATE

INDICATES UP INDICATES STONE WALL RESPONSIBLE CONSTRUCTION DIRECTOR INDICATES CONCRETE / EXISTING WALL D.

T.O.S. +3.50

B.O.S. +3.25 B.O.B. +2.9 F.F.L. 0.17

EL. 0.27 N.E. + 3.55

1.87

METERS

DRAWN BY:

8.03

F.F.L. 0.17

TEMPORARY STORAGE 4.02

3.95

0.05 0.25

scale 1:100

JUNE 25, 2020

SHEET NO.:

EL±0.00

4.04

B.O.S. +2.13

0.25 0.35

T-2

CONTENT:

0.41 0.31 0.60 0.47

3.97

T.O.S. +2.30 N.E. + 3.55

0.95

2.90 1.940.27 EL.

EXISTING BEAM

STRUCTURAL CORESPONSIBLE:

DIMENSIONS:

1:100 DATE:

EL+3.58 EL. +3.17

MUSEOGRAPHY STORAGE 4.01

B.O.S. +3.25 B.O.B. +2.9

0.05 0.25

0.17 EL. ±0.00

UEPM-01 H=0.60 M

NEW AUDIOVISUAL ROOM PROJECT INCLUDED PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND MAINTENANCE STAFF

BASEMENT PLAN

SCALE:

N.L.A.L +2.70

2.90

PREEXISTING WALLS DESCRIPTION INDICATES SECTION LINE PREEXISTING BEAMS

R8 R9

T.O.S. +3.50 U.

0.25 0.35

2.30

PIPES OUT

ARCH. FERNANDO VICTOR TORROELLA LABRADA

0.31 0.52 0.31

ARCHITECTURAL / MAINTENANCE

CONTENT:

scale 1:100

MAINT. CHANGING ROOMS 4.00 3.95

2.00

LONGITUDINAL SECTION 10

scale 1:100

DRAWING:

4.00

0.95

0.17

MONITORING ROOM

0.30

D.R.O. REG: 0004

S.L. +3.58

Slope 1% Slope 1%

S.L. +3.55

CT-04

CT-03

ROOF PLAN

PROJECT:

LOUVERS

45.08

MEN'S RESTROOM 4.03

REV

F.F.L.±0.00

S.L. + 3.55 0.05 0.25

4.24

T-2

MONITORING ROOM

DOOR

2.00

METERS

STONE WALL

RESPONSIBLE CONSTRUCTION DIRECTOR

0.31

T.O.B. +4.31

R.D.P.

S.L. +3.55

DIEGO RIVERA & FRIDA KAHLO MUSEUMS TRUST CT-07 CT-09 BANK OF MEXICO

meters

4.02

4.24

4.02

T-2

CONCRETE/EXISTING WALL

CT-08

OWNER:

BASEMENT PLAN

LOUVERS

4.02

4.00 DOOR

TEMPORARY STORAGE

NEW BRICK WALL

REV

e 1% Slop T.O.S. + 2.70

R.D.P.

T.O.S. + 4.31

e 2.0

Slop

R.D.P.

T.O.S. + 2.30

CL-06

CT-08

CT-11

4.24

4.00

4.02

EXISTING BEAM

CEILING LEVEL CHANGE meters

scale 1:100

S.L. +3.58

R.D.P.

e 2.0%

2.0

UEPM-02 H= 0.57 M

150 MUSEO STREET, SAN PABLO TEPETLAPA COYOACAN, MEXICO CITY

CT-08

SCUPPER (TO T.O.S.+4.31)

Slop

Slope 1%

T.O.S. + 2.95

LOCATION:

8.03

4.02

3.95

PIPES OUT

LONGITUDINAL SECTION 02 CHANGE - PROPOSED FLOOR LEVEL

B.O.B. +4.00

ARCH. MARIO GUADARRAMA HERNÁNDEZ CDUyA REG: 0188

2.39

Slo

URBAN & ARCHITECTURAL DESIGN CORESPONSIBLE + 3.50

scale 1:100

3.95

4.04

MUSEUM STORAGE

INDICATES DOWN

NEW AUDIOVISUAL ROOM PROJECT INCLUDED INDICATES LEVEL PLAN PUBLIC RESTROOMS AND CHANGING ROOMS FORCHANGE GUIDESIN AND INDICATES GRID LINE MAINTENANCE STAFF

F.F.L. ±0.00

4.04

3.97

UEPM-01 H=0.60 M

LONGITUDINAL SECTION 06 PROPOSAL PROJECTION LINE

T.O.B. +5.14 B.O.B. +4.83

Slope 1%

CL-02 CL-06

CL-02

CL-02 CL-06

T.O.S. + 2.95

ENG. LUIS BERNARDO ARGUELLES MEDRANO C / I.REG: 0017

2.39

SCUPPER (TO T.O.S.+4.31)

T.O.S. + 4.31

2.0

T.O.S. + 3.50

Slope 1% 2.39 INSTALLATIONS DESIGN CORESPONSIBLE:

7.56

2.0

R.D.P.

T.O.S. + 2.30

D.R.O. REG: 0004

ENG. ALEJANDRO GONZALES DEL PLIEGO C/SE REG.:0073

CT-07 CT-09

Slope

4.01

0.30

FACETOFACE DIMENSION C/LTOC/L DIMENSION C/LTOFACE DIMENSION

S.L. +3.58

T.O.S. + 3.10

R.D.P. Slo

Slo

S.L. STRUCTURAL CORESPONSIBLE: +3.55

19Ø AUXILIARY RAINWATER CISTERN FILL. FROM MAIN WATER SUPPLY

2.0

Slo R.D.P.

R.D.P.

ARCH. FERNANDO VICTOR TORROELLA LABRADA

2.39

SCUPPER (TO T.O.S.+4.31)

R.D.P.

FOR CONSTRUCTION FOR REVIEW

2.51

50Ø TRANSFER TO POTABLE WATER CISTERN

7.56

2.0

SCUPPER (TO T.O.S.+4.31)

DATE

DESCRIPTION

R2 R3

RESPONSIBLE CONSTRUCTION DIRECTOR

SEE CONNECTION ON DRAWING IH03

SEE CONTINUATION ON DRAWING IH03

Slope 2.0%

NEW BRICK WALL FLOOR LEVEL CHANGE CEILING LEVEL CHANGE

INCLUDES NEW AUDIOVISUAL ROOM PROJECT, PUBLIC RESTROOMS AND CHANGING ROOMS FOR GUIDES AND MAINTENANCE STAFF REV

2.95

RAINWATER SYSTEM

1% / 150Ø

T.R. 100Ø

64Ø -0.17 0.40 CT-2 - 0.57

3.97

3.95

PIPES EXIT

DOWN

CL-04

TBL-09 50Ø

R.D.P. Slope

CL-02

-1.32 AC

CISTERN B-08 50Ø

TBL-07 50Ø

T.R. 100Ø

150Ø

B-10

- 1.62

V.M.

64Ø

64Ø 50Ø

32Ø

4.01

45.08 4.00

UEPM-01 H=0.60 M

CL-06

32Ø

T-02

25Ø

Slo

3.95

4.00

4.03

SECTION LEVEL UP

2.00

Slop e 1%

50Ø

50Ø 25Ø

T-01

Slope 1%

32Ø

32Ø 32Ø

25Ø

50Ø FROM RAINWATER CISTERN

CL-04

25Ø

WATER SYSTEM

CLEAR HEIGHT 2.25 m T.O.S.

TBL-10

150Ø

50Ø TO POTABLE WATER CISTERN 19Ø AUXILIARY RAINWATER CISTERN FILL

CL-04

SYSTEM

45.08

4.03

SECTION LINE PLAN LEVEL

- 0.95

150Ø S.R.

B-11 RY SANITA

CONNECTS TO EXISTING CHANNEL OR DISCHARGES ONTO NATURAL GROUND FOR INFILTRATION

T.O.S. + 5.14

Slope 2.0%

PROJECTION LINE STONE WALL CONCRETE / EXISTING WALL

Slope 1%

-1.30

FACETOFACE DIMENSION CENTERLINETOCENTERLINE DIMENSION CENTERLINETOFACE DIMENSION

Slope 1%

50Ø

6.49

CL-01 CL-10

B-01

-1.02 F-01

150Ø

- 0.67

- 1.17

150Ø

CT-2

MECHANICAL ROOM

2.9

R.D.P. Slope S.L. +3.58 Slope

2.0

Slo

14.00

CL-01 CL-10

50Ø

100Ø NATURAL GROUND

CISTERN ACCESS

50Ø

H(use)=2.70 m

MASONRY TOP LEVEL

INDICATES NEW BRICK WALL INDICATES UP H2O LEVEL INDICATES FLOOR LEVEL CHANGE INDICATES CEILING LEVEL CHANGE EXISTING FINISHED FLOOR LEVEL

SYMBOLS:

LEVEL CHANGE IN PLAN

CL-01 CL-10

CL-03

CL-01 CL-10

- 1.46

150Ø ELECTRICAL ACCESS BOX

1.0 X 1.0m

V=44.44 m³ A=16.46 m2 H=2.80 m

150Ø

LINTEL LEVEL

INDICATES CONCRETE / EXISTING WALL

E.F.F.L.

INDICATES LEVEL IN PLAN

BOTTOM OF BEAM LINE INDICATES PROJECTION

INDICATES STONE WALLLEVEL IN SECTION F.F.L.±0.00 INDICATES

L.L.

WATER LEVEL

FACETOFACE DIMENSION INDICATES BOTTOM OF SLAB SECTION LINE C.L.TOC.L. DIMENSION TOPDIMENSION OF BEAM C.L.TOFACE PARAPET LEVEL

P.L.

CT-1

F.F.L. -3.37 B.O.S.

EXISTING CISTERN

150Ø V.M.

TOP OF SLAB

F.F.L. ±0.00

B.O.B.

WOMEN'S RESTROOM

PLAN LEVEL CHANGE

19Ø

CLEAR HEIGHT 2.70 m

50Ø

100Ø

F.F.L.

TOP OF WALL LEVEL

F.F.L. ±0.00

WATER LEVEL

INDICATES CHANGE PLAN EXISTING LEVEL FINISHED FLOORINLEVEL

T.O.S.

EXISTING FINISHED FLOOR LEVEL

F.F.L.±0.00

INDICATES TOPDOWN OF WALL LEVEL

W.L. E.F.F.L.

SYMBOLS: PREEXISTING WALLS PAVING LEVEL PREEXISTINGFINISHED BEAMS INDICATES FLOOR LEVEL GRID LINE

B.O.S.

meters

PARAPET LEVEL LINTEL LEVEL

T.O.W.

T.O.S. 3.37

M.T.L.

T.O.S. + 3.10

BOTTOM OF BEAM

L.L.

H2O L.

BOTTOM OF SLAB

INDICATES LEVELTOP IN SECTION OF BEAM INDICATES UP

P.L. UP

T.O.B.

BOTTOM OF BEAM

DOWN

FROM MUNICIPAL WATER SUPPLY 19Ø

PER FLOOR

PREEXISTING CISTERN

19Ø WATER SYSTEM

Slope

WATER LEVEL

B.O.S.

F.F.L.±0.00 T.O.B.

PARAPET LEVEL

R.D.P. Slope R.D.P.

PARAPET LEVEL

FINISHED FLOOR LEVEL

INDICATES LEVEL IN PLAN TOP OF SLAB

B.O.B.

NORTH:

3.20

ENCLOSURE LEVEL

CT-1

19Ø

2.70

INDICATES SECTIONSIDEWALK LINE LEVEL

F.F.L. ±0.00

T.O.S.

PAV.L.

GRID LINE

e 1%

T.O.S. + 4.31

1.5

14.00

150Ø

scale 1:100

BOTTOM OF BEAM

S.L. F.F.L.

E.L.

CT-1

SECTION LEVEL UP

F.F.L.0.17 B.O.S. 0.67

PLANT ROOM

TOP OF SLAB

LONGITUDINAL SECTION TOP 01 OF BEAM

TOP OF SLAB BOTTOM OF SLAB TOP OF BEAM

LINTEL LEVEL TOP OF WALL LEVEL

EXISTING FINISHED FLOOR LEVEL

INDICATES GRID LINE

EL. ±0.00

0.17 0.50 RAIN CISTERN

SIDEWALK LEVEL FINISHED FLOOR LEVEL

L.L.

NOMENCLATURE:

F.F.L.0.17

V. + D. 1 14"

P.L.

T.O.S. + 3.10

Slop

Slo

PLAN LEVEL

I-PL T-PVC-100 MM

BIO 1T - 2"

64Ø A.P.

TRANSITION STORAGE EXISTING CISTERN SLAB FLOWABLE CONCRETE FILL

SYMBOLS:

R.D.P. Slop

GRID LINE SECTION LINE

F.F.L. ±0.00 F.F.L.±0.00 UP

I-ELE

13Ø A.F. 1.45 1T - 16 MM

I-SAN T-PVC-50 MM

T-PVC-50 MM

P.L.

SYMBOLS:

BOTTOM OF SLAB

T.O.B. B.O.B.

S.L. +3.58 e 1%

EXISTING FINISHED FLOOR LEVEL

SYMBOLS:

50Ø

T-PVC-50 MM

T.O.B.

B.O.B.

W.L.

E.F.F.L.

T.O.S. +2.60

2.60

0.17

FINISHED FLOOR LEVEL

T.O.S.

W.L.

WATER LEVEL

E.F.F.L.

19Ø

1.45

T.O.S.

T.O.W. NORTH:

T.O.S. 3.37 EL. ±0.00 3.72

0.50

SIDEWALK LEVEL METERS

F.F.L.

E.F.F.L.

TOP OF WALL

W.L.

-1.21

T-PVC-50 MM

MUSEOGRAPHY / WOOD STORAGE

F.F.L. B.O.S.

SITE SKETCH:

NOMENCLATURE:

SCALES.W.L. 1:100

S.L. +3.55

N.E. + 3.55

EXISTING CISTERN

T.O.W.

ENCLOSURE LEVEL

T.O.W.

1.34 - 0.17 - 1.51

MUSEOGRAPHY / MAINTENANCE WORKSHOP

0.52

S.L.

B.O.B. +4.00

CT-1

E.L.

4.40

SIL

50Ø

T-PVC-50 MM

I-SAN T-PVC-100 MM

LONGITUDINAL SECTION 04 NOMENCLATURE:

BOTTOM OF SLAB

T.O.B. B.O.B.

3.72

CT-1

TOP OF SLAB

EL. ±0.00 T.O.B. +5.14 B.O.B. +4.83 F.F.L.0.17 T.O.B. +4.31 B.O.S. 0.67

3.20 0.45 2.70 EL. +2.43 0.95

0.17

0.31

CT-1

FINISHED FLOOR LEVEL

T.O.S.

T.O.B. +4.31 0.17B.O.B. +4.00 0.50S.L. + 3.55 0.31 0.52 T.O.S. +2.60 1.59 0.31

0.76

0.95

1.71

CT-1

SIDEWALK LEVEL

F.F.L.

4.40

150Ø

I-PL T-PVC-50 MM I-PL T-PVC-50 MM

AUDIOVISUAL ROOM

0.52

meters

B.O.S.

NOMENCLATURE:

4.03

6.49

I-PL I-PL T-PVC-100 MM T-PVC-50 MM

4T - 27 MM

0.17

0.35

TRANSITION STORAGE

NORTH:

S.L.

4.41

0.42

2.43

0.84

MUSEUM / MAINTENANCE STORAGE

SITE PLAN:

NOMENCLATURE:

4.24

FAN

LI036CO180P432

1.58

CONCRETE SLAB f'c=250 kg/cm2 THK.=10 cm

S.L. +3.55

4.41

UCPM-02 H= 1.43 M

FAN

I-ELE 1T - 16 MM

2.52

0.25

scaleNORTH: 1:100

Slope 1%

4.03

UCPM-01 H= 1.43 M

FAN

RETURN BOX

1.47

EXISTING CISTERN

0.40

MUSEUM / MAINTENANCE STUDIO

NORTH:

T.O.S. +2.60 3.72

4.02

0.31 0.45 UCPC-01 H= 1.43 M

I-ELE 1T - 16 MM

CT-1

1.94

B.O.B. +4.00

4.24

2.60

Slo

1.94

4.02

4.00

RETURN DUCT

UEPM-01 H=0.60 M

CONCRETE SLAB f'c=250 kg/cm2 THK.=10 cm

0.50

VESTIBULE 2T - 21 MM

T.O.S. + 2.65

4.00

4.02

1.45

EXISTING CISTERN SLAB FLOWABLE CONCRETE FILL

0.96

0.28

2.75 2.58

F.F.L. 0.17

4.02

3.95

TRANSITION STORAGE

1.10

3.30

3.95

4.04

1.10

R.D.P.

0.77

4.97

1.45

0.38

LONGITUDINAL SECTION 01 0.77

45.08

3.97

MUSEOGRAPHY / WOOD STORAGE

1.10

F.F.L. 0.17

EL. ±0.00

4.97

4.04

4.01

1.10

EL. ± 0.00

3.97

3.95

T.O.S. +2.70

B.O.S. +3.03

CT-11

CT-08

4.01

0.37

MUSEOGRAPHY / MAINTENANCE WORKSHOP

N.E. + 3.55

0.95

45.08 3.95

7.66 7.29

SITE PLAN SKETCH: 0.10 0.66 0.78 0.35 EL. +3.58 0.17 0.12 0.30 0.43 0.55 1.01 0.12 0.36 0.10 2.75 2.28 B.O.S. +2.58

T.O.S. +2.70

T.O.S. +3.15 EL. +2.41

B.O.S. +2.58 B.O.S. +2.11

AUDIOVISUAL ROOM

0.17

EL. +3.58

EL. +2.48

7.66

7°

2.68

CT-01

2.75 2.58

F.F.L. 0.17

9.50 37.07

1.49

1.59

CT-06 CT-05

0.37

7.66

3.30

7.66

3.95

CL-01

1.01

B.O.S. +2.58

EL. ±0.00

4.02

CT-03

LOCATION SKETCH:

CL-02

0.55

T.O.S. +2.70 B.O.S. +3.03

4.00

T.O.B. +4.31

1.59

CL-04

T.O.S. +3.15

37.07 4.02

4.24

CT-07 CT-09

T.O.B. +5.14 B.O.B. +4.83

0.31 0.52 0.31 0.45

EL. +3.58

CL-01

4.00

CL-01

4.02

CL-02

3.95

CL-02

4.04

CL-01

3.97

CL-02

4.01

CL-04

3.95

CL-06

0.37

7.66

CL-06

LOCATION MAP:

RTH ELEVATION

JULY 03, 2020

ANA-MA-A1-02-02

DRAFT:

FILE:

TA-MR+GC

INSTALATIONS For the project’s installations, I worked with several specialists to gather their technical information and consolidate it into a cohesive plan, ensuring everything aligned and functioned in harmony. I also assisted the project manager in ensuring all installations achieved Mauricio’s vision of aesthetics and cleanliness, while respecting the existing structure and design concept. ELECTRICAL INSTALATIONS 2.68

2.68

3.95

LIGTING SYMBOL LEGEND ID

7°

0.68

0.55

1.49

CT-06 CT-05

CT-01

0.67

CT-02

1.59

0.37

CT-04

4.01

3.97

4.04

3.95

CT-03

9.50

7.66

37.07

4.02

4.00

4.24

CT-07 CT-09

CT-07

CT-08

PROPERTY

Symbol

LINE

Units Amount

Description

Piece

4.97

0.77 1.94 LINE

FFL +0.00

Z51

CL-03

Z50

Hermetic light fixture for LED lamp, 32 W, 3200 lm, 3000 K, universal voltage 110–277 V, IP65, DR acrylic, gray polycarbonate housing. Light source: 2 Osram T8 LED tubes, 3000 K.

Piece

ILU-01-06-B

Luminario hermetico para lampara LED, de 32W integrada, 3200Lm, 3000°K, voltaje universal, 110-277V, ip65, acrilico DR, gabinete de policaebonato, color gris. Con driver para emergencia marca OSRAM integrado.

Piece

Z49

Piece

PE 1%

FFL +0.00

Access

Z51

ILU-01-12

Z51

ACCESS BOX

LOW VOLTAGE

W Z50

ACCESS BOX

DESCRIPTION COST

W Z50

DESCRIPTION COST

4.40

E 1%

Z54

Z54 Z48

Z48

Z50

DESCRIPTION COST

Z55

O SL

FFL +0.00

ERTY PROP

Z55

MUSEOGRAPHY WORKSHOP

Z49

Z55

Z48

Access

Z56

Z47 Z6

Z56 Z47

Surface-mounted emergency linear direct-light fixture. Brand: Deneb, GEMINIS line, model/ key: DB.GS.D.336.6X9W.N, with dimensions of 3.36 m length × 0.0762 m height × 0.05 m width. Manufactured with an aluminum extrusion body, finished in baked matte black electrostatic powder coating. Assembled with metric Allen security screws.Includes a direct-light LED lamp with a power of 6 × 9 W, dimmable. Aluminum reflector. Acrylic diffuser. Suspended with 1/16” steel cable for a height of 1 m. Electrical components: 1 × 9 W Osram LED lamp, PrevaLED Line type, CRI >80, color temperature 4000 K. Programmable dimmable Osram driver, operating voltage 120/277 volts.

ILU-01-12-BAT

Z47

Z1 Z56

ELEC. BOX

2.95

CL-04

FFL +0.00

Z49 CISTERN ACCESS

Access

STORM BOX

Z57

AV ROOM FFL +0.00Z47

Z57

Z46

SAN. BOX

FFL +0.00

STORM BOX

Z56

Z57

Z46

Z57

Z46

Z57

Z46

Z7A

MUSEOGRAPHY STORAGE

Z7A

Z49 Z9

Z40

SAN. BOX

Z40

VESTIBULE FFL +0.00

Z40

Z2A

Z40

FFL +0.00

Z40

Z53

Z18

STORAGE LAB

Z28, Z53

Z18

FFL +0.00

Z18

Z18'

Z18

Z32

7.56

2.39

rack rack

CL-02 2.39

Z26,Z27

Z40

Z32

UE-M-01 H=0.60 M

Z41

Z36

Z19 ETNOGRAPHY STORAGE ROOM Z19 FFL +0.00 Z19

Z21

Z19

FFL +0.00Z21

Z21

Z41

Z39

Z36

Z20A

UE-M-02 H=0.60 M

DRIVER

Z51 Z20

Z22

Z20

Z52

Z22

Z44 Z45 Z45

SINK & STORAGE

Z53

Z45

AREA Z42

SINK & Z43

Z41

Z44

Z45

STORAGE

Z54

AREA

Z41

Z40 Z40

Z40

Z44

Z43

Z45

CT-08 CT-03

CT-04

CT-02

CT-06 CT-05

GROUND FLOOR

MTS

Recessed floor luminaire with steel body and clear glass, for PAR38 LED lamp, 16W, 100–127V, IP55. Tecnolite brand, Model H-790/CF, BACO I model.

MTS

ILU-F13

Post-top luminaire for pole-mounted installation, made of injected aluminum with a micro-pulverized baked graphite paint finish. Acrylic diffuser, integrated LED technology, 80W, 4000K, 8100 lm, 120° beam angle, 50,000-hour lifespan, 85 CRI, 127–277 VAC.

MTS

Piece

CT-01

CT-07

ILU-06-02

Linear luminaire with integrated LED lamp, 180 cm in length, made of aluminum with a white finish and opaline diffuser. Power: 15W, 3000K, CRI 80, 60,000-hour lifespan, 100–140V. IP50, integrated solid-state driver. MAGG brand, Model L6438-1E0.

Piece

CT-08

CT-11

meters

SCALE 1:100

Piece

Linear luminaire with integrated LED lamp, 90 cm in length, made of aluminum with a white finish and opaline diffuser. Power: 6W, 3000K, CRI 80, 60,000-hour lifespan, 100–140V. IP50, integrated solid-state driver. MAGG brand, Model L6427-1E0.

FFL +0.00

CT-07 CT-09

Linear recessed floor luminaire. Recessed linear floor lamp, Construlita brand, Model OU/6031/GB/CA. Monochromatic LED recessed floor bar, 3000K, 127V, 60 Hz. Dimensions: 112 cm, 44W. Includes driver and LED, as well as accessories for floor installation. Review fixing/anchoring details.

ILU-06-01

ILU-04-02 Z45

Z45

Z40

Z44 Z41

Z38

Z22

Z20

Z33

Z40

DRIVER

Z38

Z35

Z45

Z54

Z51

Z22

Z20

Z45

Z44

Z41

Z54

Surface-mounted linear luminaire. Consists of an LED strip and aluminum profile with a natural finish and opaline acrylic diffuser. The LED strip is 10W/linear meter, 1058 lm luminous flux, 3000K, 90 CRI, 120° beam angle. Includes dimmable operating driver, 120–277V. IP65.

Z45

Z45 Z44

Z38

MTS

Z45

Z44

Z40

Z44

Z39

Z51

Z20

Z20A UEPM-02 H= 0.57 M

Z26,Z27

Z40 Z40

Z40

Z41 Z38

Z35

Z26,Z27

SITE

Z40

Z38

Z39

WOMEN

Z21

Z36

LOCKERS

MUSEOGRAPHY STORAGE ROOM Z21

Z19

Z40

Z45

Z44

Z38

Z35

Z34

Z35

Z19A

Z33 Z33

Z29

Z40 Z44

Z41 Z32

ILU-F8

ILU-F1

Recessed conical ceiling luminaire with baffle, featuring a 30° visual cutoff angle. Made of machined aluminum with a low-profile finish of less than 1 mm. For MR16 LED lamp, 7W, 480 lm luminous flux, 3000K, 90 CRI, 12V.

ILU-02-02

Z29 TO Z33 Z35 TO Z39 Z40 TO Z41 Z44 TO Z45

Z41

Z19A

UEPM-01 H= 0.57 M

Z29 DRIVER

Z38

Z32

Z32 Z29

Z32

Z31

Z30

Z29 Z29

Z35

Z34

Z32

LOCKERS MEN

Z28

CL- 6

Z34

Z19A

Z53

Z29

Z24,Z25

V&D BOX

FFL +0.00

Z18'

Z18

Z29

LOCKERSZ29 LADIES

Z28

Z18'' 18'

Z18'

Z18

Z28

SECURITY ROOM Z24,Z25

Z18'

CL-06

2.50

Z53

CL-02

Z37

Z28

FFL +0.00

Z24,Z25

Piece

Driver Piece

Z40

ELEC. BOX

FIRE/WATER BOX

Piece

Surface-mounted linear luminaire with direct lighting, 224 cm in length. DENEB brand. Made of aluminum with an electrostatic matte black paint finish. Includes direct LED lighting with 4x9W dimmable power, aluminum reflector, and 80% diffused acrylic diffuser. Stamped aluminum end caps, 1/8” thick. LED lamp: 1x9W Osram PrevaLED Line type, CRI >80, 3000 K color temperature, 4200 lm, 120° beam angle. Programmable dimmable Osram driver, operating voltage 120/277 volts.

Z40

MAINTENANCE WORKSHOP

Z2A

SAN. BOX

Z7A

ILU-01-18

D Z1,Z2,Z2A

TRANSITION STORAGE ROOM Access

SAN. BOX

Z3,Z4,Z5 D Z6,Z7,Z7A

Z6,Z7,Z7A

UE-C-01 H=0.60 M

ERTY PROP

FFL +0.00

CONSERVATION ND RESTORATION LABORTORY

V&D BOX

LINE

FFL +0.00

STORM BOX

WATER BOX

FFL +0.00

CISTERN COVER

CL-01 CL-10

6.49

CL-01 CL-10

FFL +0.00

CL-04

14.00

Adjustable accent luminaire to be integrated into a linear luminaire, made of injected aluminum. Micro-pulverized baked paint finish, for PAR30 LED lamp. For interior use, IP20 protection rating. DENEB brand, Code: db/EF/P3/GS/224. PAR30 lamp, 12W power, 880 lm, 3000K, 90 CRI, 25° beam angle, 127V. Philips brand, Code: 929001286004.

ILU-18-01

Z1 Z56

FFL +0.00

MTS

Adjustable surface-mounted luminaire for slab/ceiling installation, made of injected aluminum. Micro-pulverized baked paint finish, for PAR30 LED lamp. For interior use, IP20 protection rating. DENEB brand, Code: db/EF/P3/C10. PAR30 lamp, 12W power, 880 lm, 3000K, 90 CRI, 25° beam angle, 127V. Philips brand, Code: 929001286004.

ILU-16-02

Z48

Z49

GARDEN

ILU-16-01

Surface-mounted linear direct-light fixture. Brand: Deneb, GEMINIS line, model/key: DB.GS.D.336.6X9W.N, with dimensions of 3.36 m length × 0.0762 m height × 0.05 m width. Manufactured with an aluminum extrusion body, finished in baked matte black electrostatic powder coating. Assembled with metric Allen security screws. Includes a direct-light LED lamp with a power of 6 × 9 W, dimmable. Aluminum reflector. Acrylic diffuser. Suspended with 1/16” steel cable for a height of 1 m. Electrical components: 1 × 9 W Osram LED lamp, PrevaLED Line type, CRI >80, color temperature 4000 K. Programmable dimmable Osram driver, operating voltage 120/277 volts.

SAN. BOX

Z49

W Z50 LINE

Piece

Surface-mounted luminaire for slab/ceiling installation, made of injected aluminum. Micro-pulverized baked paint finish, for PAR30 LED lamp. For interior use, IP20 protection rating. DENEB brand, Code: db/EF/P3/C3. PAR30 lamp, 12W power, 880 lm, 3000K, 90 CRI, 25° beam angle, 127V. Philips brand, Code: 929001286004.

O SL

4.03

4.41

ILU-01-06-A

Z49

FFL +0.00

VOICE & DATA

FFL +0.00

GARDEN

DESCRIPTION COST

Z49

Units Amount

Light strip with 3 lighting levels (585 lm/m, 1140 lm/m, and 2050 lm/m). THREE FLUX. 5 m long LED strip, 10W/linear meter, 2050 lm luminous flux, 3000K, 90 CRI, 120° beam angle. Low energy consumption and long lifespan, 24V. LUXLED brand, Model: TL2835633020TL. Housed in a flangeless aluminum profile, natural finish, for surface mounting or recessed installation, 3 m long, designed to receive LED strip. Includes lens/diffuser, set of 2 side end caps, set of 2 clips, and flat bar. IP65 protection rating. ILUMILEDS brand, Code: ILUDXA1812KIT. Dimmable power supply in TRIAC mode. Features protection against short circuit, overload, and overvoltage. Long lifespan and high reliability. IP65, suitable for exterior or interior use, 24V, for a maximum power of 100W. LUXLED brand, Code: FA100TL24DE.

ILU-10-03

E 1%

SLOP ACCESS BOX

SLOPE 1% PROPERTY

FFL +0.00

Description Linear luminaire with integrated LED lamp, 120 cm in length, made of aluminum with a white finish and opaline diffuser. Power: 8W, 3000K, CRI 80, 60,000-hour lifespan, 100–140V. IP50, integrated solid-state driver. MAGG brand, Model L6436-1E0.

Symbol

ILU-07-02

Direct-indirect linear light fixture, 224 cm in length. DENEB brand. Made of aluminum, finished with electrostatic matte black paint. Includes a direct-light LED lamp with 4 × 7 W dimmable power, and an indirect-light LED lamp with 3 × 7 W dimmable power. Aluminum reflector. 80% diffused acrylic diffuser. Die-cut aluminum end caps, 1/8” thick. LED lamp: 1 × 7 W Osram PrevaLED Line type, CRI >80, color temperature 3000 K, 4200 lm, 120° beam angle. Programmable dimmable Osram driver, operating voltage 120/277 volts.

ILU-01-02

CT-11

CT-08

For the electrical installations, we worked with the electricians to achieve the project’s vision. This involved many iterations of selecting lighting fixtures that would harmoniously fit the space. We communicated our vision for what we wanted to illuminate, and they returned with proposals, which we then refined together to ensure harmony within the space. Finally, we coordinated with the contractor, communicating the final iteration and project details so they could execute the vision. CONTACTS INSTALATIONS

HIDAULIC INSTALATIONS SINK

38.59

6.26

9.38

SHWR. 4.02

4.24

4.00

4.02

3.95

4.04

3.97

4.01

3.95

0.18°

1.45

0.55

0.70

7°

2.70

13Ø C.W. 1.5 F.U.

0.65

CT-07

CT-03

CT-02

CT-04

CT-06

CT-01

CT-05

13Ø 13Ø

W.C.

13Ø C.W. 1.5 F.U. 13Ø H.W. 1.5 F.U.

LAV.

13Ø C.W. 1 F.U. 13Ø C.W. 1 F.U. 13Ø C.W. 1 F.U.

13Ø C.W. 1 F.U. PROPERTY

0.77

LINE

SLOP

4.97

E 1%

BOX

V&D

SLOPE 1%

1.94

F.F.L. 0.00

13Ø C.W. 1.5 F.U. 13Ø H.W. 4.5 F.U.

F.F.L. 0.00

F.F.L. -0.17 F.F.L. -0.27

13Ø C.W. 1.5 F.U.

13Ø H.W. 1.5 F.U.

13Ø C.W. 1.5 F.U.

13Ø H.W. 5.5 F.U.

CL-03

F.F.L. -0.20

4.41

F.F.L. -0.23

13Ø C.W. 1.5 F.U.

SHWR.

13Ø H.W. 1.5 F.U.

19Ø C.W. 2 F.U.

4.03

13Ø C.W. 1.5 F.U. 13Ø H.W. 1.5 F.U.

13Ø H.W. 1 F.U. 19Ø C.W. 2 F.U.

F.F.L. -0.17

SANITARY BOX

13Ø H.W. 1 F.U. SHWR. 13Ø C.W. 1 F.U. 13Ø C.W. 1.5 F.U.

BOX LOW VOLTAGE

A.R.V. 19Ø

13Ø H.W. 1.5 F.U. ACCESS BOX

2.98 PRO

PERT

Y LINE

F.F.L. -0.23

Leviton Decora Plus duplex receptacle/outlet, industrial specification grade for heavy-duty applications, smooth gray face, S.M.A.O., with Leviton Decora wall plate, gray, S.M.A.O. Amperage and voltage per electrical drawings.

LAV.

32Ø C.W. 7 F.U. A.R.V. 19Ø

19Ø H.W. 4 F.U. 13Ø C.W. 1 F.U. SHWR.

19Ø C.W. 2 F.U. W.C.

13Ø C.W. 1 F.U.

13Ø C.W. 1 F.U. 13Ø H.W. 1 F.U.

13Ø H.W. 1 F.U.

W.C.

1.42

19Ø C.W. 2 F.U.

32Ø C.W. 16 F.U.

13Ø H.W. 1 F.U.

2-T-16mm

2-T-21mm

2-T-27mm

LAV.

F.F.L. -0.17

1-T-21mm 2-T-27mm

Receptacle protrudes. Solution to be determined S.M.A.O

CISTERN ACCESS

2-T-21mm STORM DRAIN BOX

CSOL01 F CSOL02 M

METAL SHUTTER 2-T-27mm

2-T-27mm

MUSEOGRAPHY STORGE ROOM

SANITARY BOX

0.26

MAINTENANCE WORKSHOP

SANITARY BOX

64Ø C.W.

VESTIBULE

SANITARY BOX

F.F.L. -0.17

T 2

19Ø DOWN TO G.F.

CL-04

TRNSTITION STORAGE ROOM

1-T-16mm

SEE CONTINUATION DRAWING IH-04

38Ø C.W.

64Ø FROM CISTERN POTABLE WATER

STORM DRAIN BOX

RESTORATION LAB

V/D BOX

CL-04

ELEC. BOX

PIPING IN FLOOR

64Ø C.W.

4-T-27mm

2-T-27mm

2.95

38Ø C.W.

CL-01

CL-01 1.16

38Ø CW DOWN TO GROUND FLOOR

38Ø C.W.

38Ø P.W.

64Ø C.W.

W.C.

STORM DRAIN BOX

F.F.L. -0.17

38Ø C.W.

SANITARY BOX

2.62

WATER BOX

13Ø C.W.

0.02 F.F.L. -0.17

32Ø P.W. 25Ø H.W.

50Ø SHUTOFF VALVE

50Ø C.W.

CISTERN COVER

F.F.L. -0.17

F.F.L. -0.27

F.F.L. -0.17

25Ø P.W. 25Ø H.W. 64Ø C.W.

LAV.

14.00

C-SOL-01

A.R.V. 19Ø

25Ø H.W. 7.5 F.U.

13Ø C.W. 1 F.U.

AV ROOM

F.F.L. -0.17

2.72

C-SOL-02

13Ø H.W. 1 F.U.

HSS COLUMN

64Ø P.W.

64Ø C.W.

64Ø FROM MECHANICAL ROOM

1-T-16mm ELEC. BOX

FIRE/WATER BOX

F.F.L. -0.17

2.69

RESTORATION LB STORAGE ROOM

F.F.L. -0.17

UP TO ROOF DF-19,21 & 23

F.F.L. -0.17

64Ø C.W.

2-T-27mm 2-T-27mm

0.26

SECURITY ROOM

64Ø FEED TO OFFICES

CL-02

UEPM-01 H= 0.57 M

rack rack

2.40

2.45 V/D BOX

F.F.L. -0.17

DET 01 - RECEPTACLE CONFLICT DETAIL

MUSEOGRAPHY STORAGE ROOM 1-T-16mm

F.F.L. -0.17

LOCKERS

scale 1:5 LOCKERS

F.F.L. -0.02

LOCKERS

WC MEN

UEPM-02 H= 0.57 M

COL

CL-02

ETNOGRAPHY STORAGE ROOM

1-T-16mm 7.56

HOT

meters

URR

WC LADIES

CHE

13Ø C.W.

SITE HOSE line BIBB

F.F.L.

-0.14

slope CT-03

CT-04

CT-02

CT-06

CT-05

CT-01

PROPOSED GROUND FLOOR SCALE 1:50

UNIO 19Ø C.W. 13Ø H.W.

VOICE & DATA

slope 1% property

TRASH 25Ø C.W. 5.5 F.U.

GARDEN

line

13Ø H.W. 1.5 F.U.

13Ø H.W.

TRANSFORMER

19Ø H.W. 3.5 F.U.

SECURITY

PEA

SHUTOFF VALVES BELOW SINK

13Ø H.W.

13Ø C.W.

19Ø H.W. 2.5 F.U.

METERS

25Ø P.W. 4.5 F.U.

13Ø C.W. BELOW SINK

25Ø P.W. 4.5 F.U.

IN FLOOR

slo pe

EXISTING PIPE ASSUMED ROUTE

19Ø

A.E.V.

SHUTOFF VALVES

19Ø H.W. 2.5 F.U.

P.W. CONNECTION

19Ø

13Ø

EXISTING

13Ø

Access

BOX LOW VOLTAGE

BOX

25Ø H.W. FROM ROOF

19Ø 25Ø CW 7.5FU

erty

line

slo pe

prop

IN FLOOR

MUSEOGRAPHY WORKSHOP Access

TABLE 1 TUBOPLUS EQUIVALENCIES

19Ø 25Ø CW 7.5FU AUDIOVISUAL

SUPPLY TO POTABLE WATER CISTERN

ROOM

19Ø

POLYPROPYLENE

EQUIVALENT (")

COPPER

20 mm

1/2 INCH

13 mm

25 mm

3/4 INCH

19 mm

32 mm

1 INCH

25 mm

40 mm

1 1/4 INCH

32 mm

50 mm

1 1/2 INCH

38 mm

63 mm

2 INCHES

50 mm

75 mm

2 1/2 INCHES

90 mm

3 INCHES

CISTERN COVER

GARDEN

SANITARY BOX

STORM BOX

PLBG BOX

Access

STORM BOX

CISTERN ACCESS

CONSERVATION & RESTORATION LAB

V&D BOX

line

FROM POTABLE WATER CISTERN

prop

SANITARY BOX

FROM HYDROPNEUMATIC

CONNECTS TO OFFICE BUILDING, SEE DRAWING IH03

64Ø C.W.

64Ø CW 69FU

slope 1%

64Ø CW 85FU

64Ø CW 79FU

64Ø CW 62.5FU

64Ø CW 55FU

50Ø CW 15.5FU

38Ø CW 9FU 25Ø CW 6FU

64Ø CW 78FU

LAB STORAGE CONS. & RESTORATION

UP TO ROOF

LOCKERS Women

meters

rack rack V&D BOX

ETHNOGRAPHY STORAGE

LOCKERS Women

MUSEOGRAPHY STORAGE

13Ø CW 1.5 FU

38Ø CW 4.5FU

Shower

Urinal

13Ø CW 1FU 19Ø CW 2FU 13Ø CW 1FU 13Ø CW 1FU

25Ø CW 5FU

WC MEN

32ØCW 3FU

32Ø CW 5.5FU

WOMEN

Shower

38Ø CW 9FU

13Ø CW 3FU

MATERIAL TUBOPLUS

38Ø CW

32Ø CW 3FU

13Ø CW 1FU 38Ø CW 6FU

SINK &

32Ø CW 3FU

13Ø CW 1FU

75 mm

BLACK STEEL

38Ø SEE CONTINUATION

13Ø H.W. FROM ROOF

COLOR

GALVANIZED STEEL IN FLOOR

38Ø

13Ø CW 1FU

13Ø CW 1.5FU

63 mm

TABLE 2

50Ø CW 15FU

38Ø CW 7FU

13Ø CW 1FUAREA WC

32Ø CW 3FU 32Ø CW 3FU

32Ø CW 3FU

13Ø CW 1FU

STORAGE

13Ø H.W. FROM ROOF

50Ø CW 17FU

13Ø CW 3FU

13Ø CW 1FU 19Ø CW 2FU

19Ø CW 2FU

32Ø CW 4.5FU

13Ø CW 1.5FU

13Ø CW 13Ø H.W. FROM 1.5FU ROOF

32Ø CW 3FU

13Ø CW 1FU

19Ø CW 4FU 19Ø CW 3FU

Shower

Urinal

H.W. FROM ROOF 13Ø

LOCKERS men

38Ø CW 6.5FU

32Ø CW 4.5FU

Shower

13Ø CW 1.5FU

38Ø CW 3FU

19Ø C.W. UP TO ROOF

38Ø CW 5.5FU

32Ø CW 4.5FU

32Ø CW 3 FU

SITE

38Ø CW 18FU

38Ø CW 9FU 50Ø CW 15FU 50Ø CW 22FU

LOC Men

32Ø CW 5.5FU

slope 1%

25Ø CW 7.5FU

50Ø CW 14FU

MONITORING ROOM

Access

LOBBY

SANITARY BOX

P,O= 2.3 kg/cm2

19Ø CW 2FU

64Ø CW 83FU

FP/PLBG BOX

RAISED-FLOOR RECEPTACLE FRONT ELEVATION

SANITARY BOX

64Ø C.W.

P,O= 2.3 kg/cm2

ELEC. BOX

MAINTENANCE WORKSHOP

MUSEOGRAPHY / WOOD STORAGE

UP TO ROOF

EQUIPMENT IN MECH. ROOM

Access

slope 1%

TRANSITION STORAGE

Access

ELEC. BOX

erty

STORM BOX

ON DRAWING IH04

0.26

scale 1:5

PVC

38Ø

CAST IRON COPPER

GROUND FLOOR OPTION 1 scale 1:100

meters

EQUIPMENT ERA BRAND SOLAR WATER HEATER

CSOL01 FOR HIGH PRESSURE CSOL02 MODEL CHP20240 WITH 20 TUBES, 1.8 M LONG, AND 250 L STORAGE TANK

37.07 4.02

4.24

4.00

7.66

3.95

4.02

4.04

3.97

4.01

0.37

3.94

1.59

1.49

9.50

0.55 0.68

2.68

7°

2.68

0.67

HYDRAULIC SYMBOLS COLD WATER PIPING HOT WATER PIPING R.W.D.P.

4.97

0.77

URREA BRAND BALL VALVE

T.O.S. + 2.65 1%

CHECK VALVE

SLO

URREA F19CR HOSE BIBB

1.94 SLOPE 1%

0.26

S.L. +3.55

4.03

INDICATES FLOW DIRECTION PEARTYPE HANGER A.E.V.

RAISED-FLOOR RECEPTACLE SIDE ELEVATION

UNION NUT

S.L. +3.55

CL-03

4.41

H.W. 25Ø FROM ROOF

scale 1:5

SPIR

SANITARY BOX

Access

pe slo

The Project manager and I worked closely with the client to determine their needs in the warehouse and allocated outlets accordingly. We also ensured the outlets’ design and placement were aesthetically integrated with the architecture.

IND

13Ø C.W. 1.5 F.U.

19Ø C.W.

METERS

URR

13Ø C.W.

BOX

CT-07 GROUND FLOOR

SCALE 1:100

13Ø C.W.

property

SLO

4.40

R.W.D.P.

1.5

NOTES

S.L. +3.58

SLOPE

T.O.S. + 3.20

1% 1%

SLOPE

T.O.S. + 4.31

TABLE 1 TUBOPLUS EQUIVALENCIES

meters

R.W.D.P.

E 2.0

R.W.D.P.

T.O.S. + 4.31

E 2.0

R.W.D.P.

E 2.0

R.W.D.P.

S.L. +3.58

25Ø SLOPE 1%

SLOPE 1%

C.W. FROM

T.O.S. + 2.30

19Ø T.O.S. + 3.50

SLOPE 1%

meters

S.L. +3.55

SLOPE 1%

PE 1%

SLOPE 1%

G.F. 25Ø

T.O.S. + 3.50

UEPM-02 H= 0.57 M

H.W. DOWN

19 mm

1 INCH

25 mm

1 1/4 INCH

32 mm

50 mm

1 1/2 INCH

38 mm

63 mm

2 INCHES

75 mm

2 1/2 INCHES

90 mm

3 INCHES

MATERIAL TUBOPLUS

A.R.V.

SLOPE 1%

A.R.V.

19Ø

T.O.S. + 2.30

13Ø

3/4 INCH

40 mm

T.O.S. + 2.30 19Ø

T.O.S. + 3.50

SLOPE 1%

CAST IRON COPPER

T.O.S. + 3.50

63 mm 75 mm COLOR

1. DIAMETERS ARE INDICATED IN MILLIMETERS. 2. PIPING AND FITTINGS FOR THE COLD AND HOT WATER PLUMBING SYSTEM SHALL BE POLYPROPYLENE (TUBOPLUS), JOINED BY HEAT FUSION, OR SIMILAR. 3. DIAMETERS SHOWN ON THE DRAWING CORRESPOND TO THE NOMINAL SIZES OF COPPER PIPE (SEE TABLE 1 ON THIS DRAWING FOR THE EQUIVALENT POLYPROPYLENE PIPE SIZES). 4. WATERSYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 6 kg/cm² USING A HYDROSTATIC TEST PUMP UNTIL THE REQUIRED PRESSURE IS REACHED; THE PRESSURE SHOWN ON THE PRESSURE GAUGE SHALL REMAIN UNCHANGED FOR 2 HOURS. 5. HOTWATER PIPING SHALL HAVE 1/2"THICK NOMALOCK BRAND FOAMEDPOLYMER INSULATION. 6. WATER SUPPLY TO LAVATORIES SHALL HAVE AN URREA MODEL 401SC COMPACT ANGLE VALVE WITH COFLEX. 7. EXPOSED PIPING SHALL BE PAINTED FOR IDENTIFICATION IN ACCORDANCE WITH NOM026STPS2008; POTABLEWATER PIPING SHALL USE COMEX SKYBLUE ALKYD PAINT. 8. REQUIRED PENETRATIONS ALONG INSTALLATION ROUTES THROUGH STRUCTURAL ELEMENTS SHALL BE PROVIDED BY CIVIL WORKS. 9. SEE DETAILS ON DRAWINGS IHS00

13Ø 13Ø

S.L. +3.55

BLACK STEEL PVC

T.O.S. + 2.95

50 mm

TABLE 2

R.W.D.P.

19Ø

SLOPE 1%

T.O.S. 9Ø + 2.95

H.W. DOWN

scale 1:100

R.W.D.P.

19Ø

SLOPE 1%

T.O.S. + 2.95

13Ø

ROOF PLAN

1% 1%

13 mm

25 mm

GALVANIZED STEEL

UEPM-01 H= 0.57 M

SLOPE 1%

T.O.S. + 2.95

SLOPE

19Ø T.O.S. + 2.95

C.W. FROM

G.F. 19Ø

T.O.S. + 2.95

E 2.0

T.O.S. + 4.31

COPPER

1/2 INCH

32 mm

2.0

SLO

T.O.S. + 2.95

T.O.S. + 3.50 2.39

SLOPE 1%

T.O.S. + 3.50 19Ø SLOPE 1%

2.39

SLO

T.O.S. + 2.55

SLOPE

19Ø

S.L. +3.55

7.56

S.L. +3.58

R.W.D.P.

SLOPE 1%

T.O.S. + 2.30

2.51

25Ø

R.W.D.P.

1% 1%

R.W.D.P.

PE 2.0%

E 2.0

SLOPE

SLO

T.O.S. + 4.31

SCUPPER (TO T.O.S. +4.31)

T.O.S. + 3.20

SLOPE

R.W.D.P.

2.0

SLO

SCUPPER (TO T.O.S. +4.31)

SLOPE 2.0%

SCUPPER (TO T.O.S. +4.31)

SLOPE 2.0%

2.95

SLOPE 2.0%

R.W.D.P.

S.L. +3.58

EQUIVALENT (")

20 mm

T.O.S. + 3.20

E 2.0

SCUPPER (TO T.O.S. +4.31)

1% 1%

S.L. +3.58

T.O.S. + 5.14

6.49

POLYPROPYLENE

SLOPE SLOPE

14.00

SPIRAX SARCO AIR ELIMINATOR VALVE

H.W. 13Ø FROM ROOF

13Ø S.L. +3.55

T.O.S. + 2.30

meters

The Project manager and I worked closely with the client to determine faucet placement, and with the engineers to determine the best location for water heaters and routing for the water pipes.

1. DIAMETERS A 2. PIPING AND F PLUMBING SY JOINED BY HE SIMILAR. 3. DIAMETERS THE NOMINAL ON THIS DRAW PIPE SIZES). 4. WATERSYST AT 6 kg/cm² US THE REQUIRE ON THE PRES 2 HOURS. 5. HOTWATER NOMALOCK B INSULATION. 6. WATER SUPP MODEL 401SC COFLEX. 7. EXPOSED PIP IDENTIFICATIO POTABLEWA ALKYD PAINT. 8. REQUIRED P THROUGH ST BY CIVIL WOR 9. SEE DETAILS

HIGH-PRESSURE FLOAT VALVE

TBL-01

CONTROL PANEL FOR TWO 3.0 H.P. PUMPS, 220/3/60, FOR A HYDROPNEUMATIC SYSTEM, WITH ALTERNATING AND SIMULTANEOUS PUMP OPERATION.

TBL-07

CONTROL PANEL FOR TRANSFER OF TWO 1.5 H.P. PUMPS, 220/1/60, PRESSURE-OPERATED.

-0.17 SIL

1.00

1.70

-0.67 FROM MUNICIPAL

FILTER WASTE

WATER CONNECTION 19Ø

19Ø

PER FLOOR

19Ø

150Ø

200Ø

F-01

-1.02

19Ø

R.W.D.P. Ø100

200Ø

1.07

R.W.D.P. Ø150

0.90

-0.98

-1.00 150Ø

-1.17

14.00

-1.30

6.49

Ø150 TO

50Ø

150Ø

-1.02

50Ø C

-1.30

2.95

32Ø

SYSTEM

CHANNEL OR DISCHARGES ONTO

NATURAL GROUND FOR

50Ø

32Ø

INFILTRATION

32Ø

50Ø

T-02

TBL-09

H(usable)= 1.55m

CISTERN T.O.S.

50Ø

MECHANICAL

TO 50Ø

-1.17

ROOM

0.73

STORM DRAIN

S.R. 50Ø

RAINWATER CISTERN

-0.17 0.40 CT-2 - 0.57

1.55

H(usable)= 1.55 m

BAP-04 100Ø A=60.36

SEE CONTINUATION ON DRAWING IH03, CONNECTS TO

ACCESS LADDER

PUMP DISCHARGE B01, B02

B-09 B-08

64Ø

GRATING

ANA-MA-A5-04-01

50Ø FROM MAINTENANCE RAINWATER

0.25

-2.97

DRAWING

B-11

CISTERN FOR POTABLE WATER TREATMENT

A.C.

3P CALM INLET, 150 mm DIAMETER.

S.F.

3P OVERFLOW SIPHON, 150 mm DIAMETER.

- 0.57

IN OFFICES

SR 2.80

- 1.42

TBL-08

PRESSURE SWITCH

TBL-07

50Ø

T-01

50Ø

INDICATES FLOOR ANCHOR SUPPORT, CONSTRUCTED WITH 3"X3"X3/16" STEEL PLATE, 1"X3/16" TUBE AND HALF-PIPE OF THE NEXT LARGER DIAMETER THAN THE SUPPORTED PIPE; VARIABLE HEIGHT.

150Ø

1.55

50Ø

B-03 B-08

0.65

B-10

B-09 64Ø

0.25

-2.97

PUMPING SUMP

50Ø TRANSFER TO POTABLE WATER

0.65 x 0.65 x 0.65 m

CISTERN

0.65

19Ø AUXILIARY RAINWATER CISTERN FILL.

SEE CONTINUATION

-2.97

BASEMENT

PRESSURE GAUGE

SF-01 FLOATING SUCTION. WELLMATE HYDROPNEUMATIC TANK, MODEL WM35WB, T-01,T-02 0.61 m DIA. x 1.89 m HIGH, 450-LITER CAPACITY.

IRVINGTYPE

SEE CONNECTION ON DRAWING IH03

50Ø

9.- SEE DETAILS ON DRAWING IHS-00.

150Ø

TO CLEANOUT

FIRST-FLUSH RAIN SENSOR, INSTALLED ON THE ROOF TO CONTROL THE OPENING OF THE ACTUATED VALVE; PROVIDE 3/4" ELECTRICAL CONDUIT TO THE ROOF.

S.I.L.

V=15 m³ A=9.70 m² H(total)=2.50 m

- 1.32

FOOT VALVE WITH STRAINER TO CLEANOUT

2.50

150Ø

1.- DIAMETERS SHOWN IN MILLIMETERS. 5.- VISIBLE PIPING SHALL BE PAINTED FOR IDENTIFICATION IN ACCORDANCE WITH 2.- PIPING FOR THE INTERNAL COMBUSTION ENGINE NOM-026-STPS-2008. POTABLE-WATER PIPING ASSEMBLY SHALL BE 18-GAUGE STEEL. SHALL BE PAINTED SKY BLUE WITH COMEX 3.- PIPING AND FITTINGS ALKYD PAINT. USED IN THE COLD-WATER HYDRAULIC INSTALLATION AND FOR FILLING THE 6.- CIVIL WORK SHALLSHALL INCLUDE THE OPENINGS DOMESTIC WATER SERVICE BE TUBOPLUS, REQUIRED ALONG WITH HEAT-FUSION JOINTS.INSTALLATION ROUTES THROUGH STRUCTURAL ELEMENTS. 4.- PIPING IN THE PUMP SUMP SHALL BE 8.- DRAWING VALID FOR INSTALLATIONSJOINTS. ONLY. SCHEDULE 40 PVC WITH SOLVENT-CEMENTED

PIPING FOR COLD-WATER COLD-WATER RISER UP S.C.A.F. CONVEYANCE

150Ø

FROM FILTER

BUTTERFLY VALVE

2.80

50Ø

2.51

KIT WITH ELECTRIC ACTUATOR (80-240 VAC/DC) FOR JJ BRAND VALVE AND NEM MODEL CH-SR, FOR A 150 mm IND-GF PVC BUTTERFLY VALVE (INOX-EPDM).

V.M.

TBL-07

50Ø

4.- THE HYDRAULIC PIPING NETWORK SHALL BE HYDROSTATICALLY TESTED AT 6 KG/CM2 USING A HYDROSTATIC TEST PUMP UNTIL THE REQUIRED PRESSURE IS REACHED; THE PRESSURE SHOWN

ON THE GAUGE SHALL REMAIN UNCHANGED NOTES FOR 2 HOURS.

UNICANAL SUPPORT HYDRAULIC SYMBOLS

B.C.A.F. RISER DOWN PUMPEDCOLD-WATER PIPING B-08, B-09 HORIZONTAL CENTRIFUGAL PUMP, BARNES MODEL NB 200, COUPLED TO A 1.5PANEL H.P. ELECTRIC MOTOR, CONTROL FOR MANUAL PUMP-SUMP DRAINING, TBL-10 INDICATES FLOW DIRECTION URREA F-555 BALL VALVE TO DELIVER AT APUMP, TOTAL115/1/60, HEAD OF FOR 100 ONEl.p.m. 0.5 H.P. TBL-11 32 m MANUALLY OPERATED. FLOOR-MOUNTED NON-SLAM CHECK VALVE PIPE SUPPORT B-10, B-11 BARNES SUBMERSIBLE EFFLUENT PUMP, MODEL EH-512 L, 0.5 H.P.,EVO 115/1/60. DN 200 RAINWATER FILTER, 200 mm INLET F-01 FLEXIBLEFLOAT HOSE WITH AND 150 mm OUTLET. HIGH-PRESSURE VALVEFLANGED ENDS CONTROL PANEL FOR TWO 3.0 H.P. PUMPS, 220/3/60, 0.50 m LONG EQUIPMENT TBL-01 FOR A HYDROPNEUMATIC NOTES SYSTEM, WITH ALTERNATING SYMBOLS EQUIPMENT KITHYDRAULIC WITH ELECTRIC ACTUATOR (80-240 VAC/DC) FOR JJ NOTES HYDRAULIC SYMBOLS UNION 9.- SEE DETAILS ONNETWORK DRAWING SHALL IHS-00.BE 4.- THE HYDRAULIC PIPING AND SIMULTANEOUS PUMP OPERATION. SUBMERSIBLE PUMP, BARNES MODEL SS6011-5.0 BUTTERFLY VALVE BRAND VALVE AND NEM MODEL CH-SR, FOR A 150 mm 1.- DIAMETERS SHOWN IN MILLIMETERS. SUBMERSIBLE PUMP, BARNES MODEL SS6011-5.0 B-01,B-02 PIPING FOR COLD-WATER HYDROSTATICALLY TESTED AT 6 KG/CM2 USING A V.M.9-STAGE, WITH 5 H.P. ELECTRIC MOTOR, 220/3/60, 1.- DIAMETERS SHOWN IN MILLIMETERS. PIPING FOR COLD-WATER B-01,B-02 9-STAGE, WITH 5 H.P. ELECTRIC MOTOR, 220/3/60, IND-GF PVC BUTTERFLY VALVE (INOX-EPDM). CONTROL PANEL FOR TRANSFER OF TWO 1.5 H.P. PUMPS, CONVEYANCE HYDROSTATIC TEST PUMP UNTIL THE REQUIRED PEAR-TYPE PIPE HANGER TBL-07 TO DELIVER 302 l.p.m. AT 30 m T.D.H. CONVEYANCE 2.- PIPINGISFOR THE INTERNAL COMBUSTION ENGINE 220/1/60, PRESSURE-OPERATED. TO DELIVER 302 l.p.m. AT 30 m T.D.H. FOOT VALVE WITH STRAINER PRESSURE REACHED; THE PRESSURE SHOWN 2.- PIPING FOR THE INTERNAL COMBUSTION ENGINE SHALL BEREMAIN 18-GAUGE STEEL. ONASSEMBLY THE GAUGE SHALL UNCHANGED PUMPED PIPING ASSEMBLY SHALL BE 18-GAUGE STEEL. FIRST-FLUSH SENSOR, INSTALLED ON ROOF UNICANAL SUPPORT CONTROL PANEL FOR RAIN FIRST-FLUSH SEPARATION, SPLTHE BRAND HORIZONTAL CENTRIFUGAL PUMP, BARNES MODEL NB 200, PUMPED PIPING FOR 2 HOURS. B-08, B-09(FOR CONTROL PRESSURE GAUGE TO CONTROLH.P. THE OPENING OFAND THEACTUATED ACTUATED VALVE; IP RAIN SENSOR 3.- PIPING AND FITTINGS USED IN THE COLD-WATER B-08, B-09 HORIZONTAL CENTRIFUGAL PUMP, BARNES MODEL NB 200, ELECTRIC MOTOR, S.I.L.COUPLED TO AOF1.5THE 3.- PIPING AND FITTINGS USEDF-555 IN THE COLD-WATER PROVIDE 3/4" ELECTRICAL CONDUIT COUPLED TO A 1.5 H.P. ELECTRIC MOTOR, VALVE); INCLUDES HIMEL-TYPE URREA BALL VALVE TBL-08 BUTTERFLY HYDRAULIC INSTALLATION AND FORFOR FILLING THE TO DELIVER 100 l.p.m. AT ABALL TOTAL HEAD OFENCLOSURE, COLD-WATER RISER UP S.C.A.F. 5.VISIBLE PIPING SHALL BE PAINTED URREA F-555 VALVE HYDRAULIC INSTALLATION AND FOR FILLING THE ROOF. LED LIGHTS, BASES, RELAYS, TO DELIVER 100 l.p.m. AT A TOTAL HEAD OF SWITCHES, SELECTORS, PRESSURE SWITCH DOMESTIC WATER SERVICE SHALL BE TUBOPLUS, P 32 m TO THE IDENTIFICATION IN ACCORDANCE WITH DOMESTIC WATER SERVICE SHALL BE TUBOPLUS, 32 m CONTACTORS, LABELING AND WITH HEAT-FUSIONPOTABLE-WATER JOINTS. 3P SUBMERSIBLE CALM INLET, 150 mmIDENTIFICATION. DIAMETER. A.C. NON-SLAM CHECK VALVE BARNES EFFLUENT PUMP, MODEL EH-512 L, WITH HEAT-FUSION NOM-026-STPS-2008. PIPING B.C.A.F. COLD-WATER RISER DOWN B-10, B-11 JOINTS. NON-SLAM CHECK VALVE INDICATES FLOOR ANCHOR SUPPORT, SHALL BE PAINTED SKY BLUE WITH COMEX B-10, B-11 BARNES SUBMERSIBLE EFFLUENT PUMP, MODEL EH-512 L, 3P115/1/60. OVERFLOW SIPHON, 150 mm DIAMETER. S.F.0.5 H.P., 0.5 H.P., 115/1/60. 4.- PIPING IN THE PUMP SUMP SHALL BE CONSTRUCTED WITHVALVE 3"X3"X3/16" STEEL PLATE, ALKYD PAINT. CONTROL PANEL FOR MANUAL PUMP-SUMP DRAINING, HIGH-PRESSURE 4.- PIPING IN THE PUMP SUMP SHALL BEFLOAT TBL-10 SF-01 INDICATES FLOWTUBE DIRECTION SCHEDULE 40 PVC WITH SOLVENT-CEMENTED JOINTS. CONTROL FOR TWO 3.0FLOAT H.P. PUMPS, HIGH-PRESSURE VALVE 220/3/60, SUCTION. 1"X3/16" AND HALF-PIPE FOR ONEFLOATING 0.5PANEL H.P. PUMP, 115/1/60, SCHEDULE 40 PVC WITH SOLVENT-CEMENTED JOINTS. OF THE NEXT CONTROL PANEL FOR TWO 3.0 H.P. PUMPS, 220/3/60, TBL-11 TBL-01 FOR A HYDROPNEUMATIC SYSTEM, WITH ALTERNATING LARGER DIAMETER THAN THE SUPPORTED PIPE; 6.- CIVIL WORK SHALL INCLUDE THE OPENINGS MANUALLY OPERATED. WELLMATE HYDROPNEUMATIC TANK, MODEL WM35WB, TBL-01 FOR A HYDROPNEUMATIC SYSTEM, WITH ALTERNATING UNIONVARIABLE PIPE 4.- THE HYDRAULIC PIPING NETWORK SHALL BE AND SIMULTANEOUS PUMP OPERATION. FLOOR-MOUNTED SUPPORT HEIGHT. T-01,T-02 REQUIRED ALONG INSTALLATION ROUTES 0.61 m UNION DIA. x 1.89 m HIGH, 4.- THE HYDRAULIC PIPING NETWORK SHALL BE AND SIMULTANEOUS PUMP OPERATION. HYDROSTATICALLY TESTED AT 6 KG/CM2 USING A THROUGH STRUCTURAL ELEMENTS. AT 6 KG/CM2 USING A EVO DN 450-LITER 200 RAINWATER FILTER, 200OF mmTWO INLET CONTROL PANELCAPACITY. FOR TRANSFER 1.5 H.P. PUMPS, HYDROSTATICALLY TESTED HYDROSTATIC TEST PUMP UNTIL THE REQUIRED PEAR-TYPE PIPE HANGER TBL-07 CONTROL PANEL FOR TRANSFER OF TWO 1.5 H.P. PUMPS, F-01 HOSE WITH FLANGED ENDS HYDROSTATIC TESTFLEXIBLE PUMP UNTIL THE REQUIRED AND 150 mmPRESSURE-OPERATED. OUTLET. PEAR-TYPE PIPE HANGER 220/1/60, TBL-07 IS REACHED; THE PRESSURE SHOWN 8.-PRESSURE DRAWING VALID FOR INSTALLATIONS ONLY. 220/1/60, PRESSURE-OPERATED. 0.50 mTHE LONG PRESSURE IS REACHED; PRESSURE SHOWN ON THE GAUGE SHALL REMAIN UNCHANGED EQUIPMENT UNICANAL SUPPORT CONTROL PANEL FOR FIRST-FLUSH SEPARATION, SPL BRAND NOTES ON THE GAUGE SHALL REMAIN UNCHANGED HYDRAULIC SYMBOLS KIT WITH ELECTRIC ACTUATOR (80-240 VAC/DC) FOR JJ HOURS. ON DRAWING IHS-00. UNICANAL CONTROL PANEL FOR FIRST-FLUSH SEPARATION, SPL BRAND 9.-FOR SEE2DETAILS (FOR CONTROL OF THESUPPORT RAIN SENSOR AND ACTUATED FOR 2 HOURS. SUBMERSIBLE PUMP,OF BARNES MODEL SS6011-5.0 VALVE BRAND VALVE AND NEM MODEL CH-SR, FOR A 150 mm (FOR CONTROL THE RAIN SENSOR AND ACTUATED SHOWN INBUTTERFLY MILLIMETERS. B-01,B-02 9-STAGE, PIPING FOR COLD-WATER V.M. BUTTERFLY VALVE); INCLUDES HIMEL-TYPE ENCLOSURE,1.- DIAMETERS TBL-08 IND-GF WITH 5 H.P. ELECTRIC MOTOR, 220/3/60, COLD-WATER RISER UP S.C.A.F. PVC BUTTERFLY VALVE (INOX-EPDM). 5.- VISIBLE PIPING SHALL BE PAINTED FOR TBL-08 BUTTERFLY VALVE); INCLUDES HIMEL-TYPE ENCLOSURE, CONVEYANCE COLD-WATER RISER UP BASES, RELAYS, S.C.A.F. SWITCHES, SELECTORS, LED LIGHTS, 5.- VISIBLE PIPING SHALL BE PAINTED FOR TO DELIVER 302 l.p.m. AT 30 m LED T.D.H. IDENTIFICATION IN ACCORDANCE WITH SWITCHES, SELECTORS, LIGHTS, BASES, RELAYS, 2.- PIPING FOR THE INTERNAL ENGINE FOOT COMBUSTION VALVE WITH CONTACTORS, LABELING AND IDENTIFICATION. IDENTIFICATION IN ACCORDANCE WITHSTRAINER NOM-026-STPS-2008. POTABLE-WATER PIPING B.C.A.F. CONTACTORS, LABELING AND IDENTIFICATION. COLD-WATER DOWN ASSEMBLY SHALL BE 18-GAUGE STEEL. RISER NOM-026-STPS-2008. POTABLE-WATER PIPING B.C.A.F. PUMPED FIRST-FLUSH RAIN SENSOR, INSTALLED ON THE ROOF PIPING RISER COLD-WATER DOWN SHALL BE PAINTED SKY BLUE WITH COMEX GAUGE B-08, B-09 HORIZONTAL CENTRIFUGAL PUMP, BARNES MODEL NB 200, SHALL BEIPPAINTED PRESSURE SKY BLUE WITH COMEX TOCONTROL CONTROLPANEL THE OPENING OF THE ACTUATEDDRAINING, VALVE; ALKYD PAINT. FOR MANUAL PUMP-SUMP S.I.L. 3.PIPING AND FITTINGS USED IN THE COLD-WATER COUPLED TO A 1.5 H.P. ELECTRIC MOTOR, TBL-10 INDICATES FLOW DIRECTION ALKYD PAINT. PROVIDE 3/4" CONDUIT CONTROL PANEL FOR MANUAL PUMP-SUMP DRAINING, TBL-10 URREA BALL VALVE INDICATES FLOW DIRECTION ONE 0.5ELECTRICAL H.P.F-555 PUMP, 115/1/60, HYDRAULIC INSTALLATION AND FOR FILLING THE TO DELIVER A TOTAL HEAD OF TBL-11 TOFOR THE ROOF.OPERATED. FOR ONE1000.5l.p.m. H.P. AT PUMP, 115/1/60, PRESSURE SWITCH 6.- CIVIL WORK SHALL INCLUDE THE OPENINGS P MANUALLY TBL-11 DOMESTIC WATER SHALL BE TUBOPLUS, 32 m MANUALLY OPERATED. 6.- CIVIL WORKSERVICE SHALLFLOOR-MOUNTED INCLUDE THE OPENINGS PIPE SUPPORT REQUIRED ALONG INSTALLATION ROUTES 3P CALM INLET, 150 mm DIAMETER. A.C. WITHREQUIRED HEAT-FUSION JOINTS. NON-SLAM CHECK VALVE FLOOR-MOUNTED PIPE SUPPORT ALONG INSTALLATION ROUTES B-10, B-11 BARNES SUBMERSIBLE EFFLUENT PUMP, MODEL EH-512 L, THROUGH STRUCTURAL ELEMENTS. INDICATES FLOOR ANCHOR SUPPORT, DN 200 RAINWATER 200 mm INLET 0.5 H.P., 115/1/60. THROUGH STRUCTURAL ELEMENTS. OVERFLOW SIPHON, 150FILTER, mm DIAMETER. F-01 3PEVO S.F. EVO DN 200 RAINWATER FILTER, 200 mm INLET FLEXIBLE FLANGED ENDS 4.- PIPING IN THE PUMP SUMP SHALLHOSE BEWITHWITH CONSTRUCTED 3"X3"X3/16" STEEL PLATE, F-01 AND 150HIGH-PRESSURE mm OUTLET. FLOAT VALVE FLEXIBLE HOSE WITH FLANGED ENDS AND 150 mm OUTLET. 8.- DRAWING VALID FOR INSTALLATIONS ONLY. SF-01 FLOATING SUCTION. SCHEDULE 40 PVCVALID WITH1"X3/16" SOLVENT-CEMENTED JOINTS.OF THE NEXT CONTROL PANEL FOR TWO 3.0 H.P. PUMPS, 220/3/60, 0.50INSTALLATIONS m TUBE LONGAND HALF-PIPE 8.- DRAWING FOR ONLY. 0.50 m LONG TBL-01 FOR A HYDROPNEUMATIC SYSTEM, WITH ALTERNATING LARGER DIAMETER THAN THE SUPPORTED PIPE; WELLMATE HYDROPNEUMATIC TANK, MODEL WM35WB, KIT WITHUNION ELECTRIC ACTUATOR (80-240 VAC/DC) FOR JJ 9.- SEE DETAILS ON DRAWING IHS-00. NETWORK SHALL HEIGHT. WITH ELECTRIC ACTUATOR (80-240 VAC/DC) FOR JJ T-01,T-02 0.61 AND KIT SIMULTANEOUS PUMP OPERATION. m DIA.VALVE x 1.89AND m HIGH, BUTTERFLY VALVEBE 9.- HYDRAULIC SEE DETAILSPIPING ONVARIABLE DRAWING IHS-00. BRAND NEM MODEL CH-SR, FOR A 150 mm 4.- THE V.M. 450-LITER CAPACITY. BUTTERFLY VALVE HYDROSTATICALLY TESTED AT 6 KG/CM2 USING A BRAND VALVE AND NEM MODEL CH-SR, FOR A 150 mm IND-GF PVC BUTTERFLY VALVE (INOX-EPDM). V.M. CONTROL PANEL FOR TRANSFER OF TWO 1.5 H.P. PUMPS, HYDROSTATIC TEST PUMP UNTIL THE REQUIRED IND-GF PVC BUTTERFLY VALVE (INOX-EPDM). PEAR-TYPE PIPE HANGER TBL-07 FOOT VALVE WITH STRAINER 220/1/60, PRESSURE-OPERATED. PRESSURE IS REACHED; THE PRESSURE SHOWN FOOT VALVE WITH STRAINER FIRST-FLUSH RAIN SUPPORT SENSOR, INSTALLED ON THE ROOF ON THE GAUGE SHALL REMAIN UNCHANGED UNICANAL CONTROL PANEL FOR FIRST-FLUSH SEPARATION, FIRST-FLUSH RAIN SENSOR, INSTALLED ON SPL THE BRAND ROOF PRESSURE GAUGE TO CONTROL THE OPENING OF THE ACTUATED VALVE; FOR 2 HOURS. IP (FORTO CONTROL OF THE RAIN SENSOR AND ACTUATED FROM S.I.L. PRESSURE GAUGE CONTROL THE OPENING OF THE ACTUATED VALVE; IP PROVIDE 3/4" ELECTRICAL CONDUIT S.I.L.BUTTERFLY VALVE); INCLUDES HIMEL-TYPE ENCLOSURE, ROOF 100Ø TBL-08 PROVIDE 3/4" ELECTRICAL CONDUIT COLD-WATER RISER UP S.C.A.F. 5.- VISIBLE PIPING SHALL BE PAINTED SWITCH FOR TO THE ROOF. PRESSURE P SWITCHES, LED LIGHTS, BASES, RELAYS, F.F.L. -0.17 TO THESELECTORS, ROOF. PRESSURE SWITCH IDENTIFICATION IN ACCORDANCE WITH P CONTACTORS, LABELING AND IDENTIFICATION. 3P CALM INLET, 150 mm DIAMETER. A.C.B.C.A.F. NOM-026-STPS-2008. POTABLE-WATER PIPING COLD-WATER RISER DOWN 3P CALM INLET, 150 mm DIAMETER. A.C. INDICATES FLOOR ANCHOR SUPPORT, SHALL BE PAINTED SKY BLUE WITH COMEX 3P OVERFLOW SIPHON, FLOOR 150 mm ANCHOR DIAMETER. S.F. INDICATES SUPPORT, CONSTRUCTED WITH 3"X3"X3/16" STEEL PLATE, 3P OVERFLOW SIPHON, 150 mm DIAMETER. S.F. CONSTRUCTED WITH 3"X3"X3/16" STEEL PLATE, ALKYD PAINT. 0.30 0.30 TBL-10 CONTROL PANEL FOR MANUAL PUMP-SUMP DRAINING, INDICATES FLOW DIRECTION SF-01 FLOATING SUCTION. 1"X3/16" TUBE AND HALF-PIPE OF THE NEXT FOR ONE 0.5 H.P. PUMP, 115/1/60, SF-01 FLOATING SUCTION. 1"X3/16" TUBE AND HALF-PIPE OF THE NEXT TBL-11 LARGER DIAMETER THAN THE SUPPORTED PIPE; WELLMATE HYDROPNEUMATIC TANK, WM35WB, THE OPENINGS MANUALLY OPERATED. LARGER DIAMETER THAN THEMODEL SUPPORTED PIPE; 6.- CIVIL WORK SHALL INCLUDE TO FILTER WELLMATE HYDROPNEUMATIC TANK, MODEL WM35WB, T-01,T-02 0.61 m DIA. VARIABLE HEIGHT. 100Ø FLOOR-MOUNTED PIPE SUPPORT x VARIABLE 1.89 m HIGH, REQUIRED ALONG INSTALLATION ROUTES HEIGHT. T-01,T-02 0.61 m DIA. x 1.89 m HIGH, 450-LITER CAPACITY. THROUGH STRUCTURAL ELEMENTS. EVO DN 200 RAINWATER 450-LITER CAPACITY.FILTER, 200 mm INLET F-01 FLEXIBLE HOSE WITH FLANGED ENDS AND 150 mm OUTLET. -0.17 8.- DRAWING VALID FOR INSTALLATIONS ONLY. 0.40 TO RAINWATER CISTERN 0.50 m LONG 0.95

-1.32

STORMWATER SYSTEM

1% / 150Ø

1.25

EVO 150 FILTER

-1.32

- 1.42

TBL-11

- 0.90 T.R. 100Ø

H(usable)= 1.55m

64Ø

BAP-03 100Ø A=78.21m²

CISTERN

150Ø

RAINWATER CISTERN

P IP

FROM TO 50Ø STORM DRAIN

V=15 m³ A=9.70 m² H(total)=2.50 m

SF-01

6Ø

0.30

50Ø

TO OFFICE RAINWATER

WITH

13Ø

TBL-01

STORMWATER SYSTEM

-2.57

TBL-07 T.R. 100Ø

50Ø

F.F.L. 0.17 100Ø STORMWATER

PIPE

RAINWATER CISTERN

V=15 m³ A=9.70 m² H(total)=2.50 m

50Ø

25Ø

ACCESS TO MECHANICAL ROOM

64Ø

2.25 m

TBL-08

32Ø

25Ø

T-01

0.80 mx 0.80m x 1.0 m

-1.32

CLEAR HEIGHT

0.30 A.F.F.

B-09 50Ø

32Ø

25Ø

50Ø FROM RAINWATER

CISTERN

SUMP PIT

50Ø

- 0.98

B-10

CISTERN B-08 50Ø

64Ø

B-02

50Ø

WITH

50Ø TO POTABLE WATER CISTERN

19Ø AUXILIARY RAINWATER CISTERN FILL

150Ø - 1.00

150Ø

S.R. - 1.42

2.25 m

MECHANICAL ROOM

25Ø

WATER SUPPLY

H(usable)=2.70 m

0.80

B-01

- 0.67

- 1.17

64Ø

V.M.

64Ø

CLEAR HEIGHT T.O.S. -2.57

TBL-10

150Ø

F-01 150Ø

B-11

EM ST SY

V.M.

50Ø

150Ø

V=44.44 m³ A=16.46 m2 H=2.80 m

CISTERN EXISTING 75M3

150Ø

150Ø - 1.46

50Ø

MECHANICAL ROOM

RY TA NI SA

Ø150 TO V.M.

F.F.L. -3.37 B.O.S. -0.67

H(usable)=2.5m EXISTING CISTERN

100Ø

CONNECTS TO EXISTING

150Ø

CLEAR HEIGHT

2.70 m EXISTING CISTERN

V=62.5 m³ A=25m² H=3 m

100Ø

150Ø

PULL BOX

50Ø

WATER SUPPLY SYSTEM

-1.21

ELECTRICAL

1.0 X 1.0m

A.C.

EXISTING CISTERN

19Ø

50Ø

19Ø 1.34 - 0.17 - 1.51 150Ø

SCHEDULE 40 PVC WITH SOLVENT-CEMENTED JOINTS.

UNION PEAR-TYPE PIPE HANGER

EQUIPMENT CONTROL PANEL FOR FIRST-FLUSH SEPARATION, SPL BRAND (FOR CONTROL OF THEMODEL RAIN SENSOR AND ACTUATED SUBMERSIBLE PUMP, BARNES SS6011-5.0 B-01,B-02 TBL-08 INCLUDES 9-STAGE,BUTTERFLY WITH 5 H.P.VALVE); ELECTRIC MOTOR,HIMEL-TYPE 220/3/60, ENCLOSURE, SWITCHES, SELECTORS, LED LIGHTS, BASES, RELAYS, TO DELIVER 302 l.p.m. AT 30 m T.D.H. CONTACTORS, LABELING AND IDENTIFICATION.

B-10

FROM MAIN WATER SUPPLY CONNECTION

ON DRAWING IH03

PLUVIAL INSTALATIONS

SANITARY INSTALATIONS

0.65

S.T.V. 50Ø A ROOF

37.07

50Ø property

line

BOX

TRANSFORMER

SANITARY SEWER

1.59

1.49

0.77

4.41

8.4 / 1% / 100Ø

0.67 - 0.17 - 0.84

T.R. 100Ø

100Ø

CH-25

100Ø 100Ø

50Ø

rack rack

FOR

50Ø

UEPM-02 H= 0.57 M

WC Shower

CH-282

T.R. 100Ø

CH-282

Shower

50Ø

2.51

50Ø

7.56

T.R. 100Ø

CH-25

T.O.S. + 2.95

T.O.S. + 3.50 T.O.S. + 2.95

2.39

Slope 2.0%

(TO T.O.S.+4.31)

CH-4954 Slo pe

RWP 100Ø CH4954

T.O.S. + 4.31

2.0

T.O.S. + 3.20

Slope

T.O.S. + 3.20

R.W.P.

CH-4954

2.0

Slo

R.W.P.

T.O.S. + 4.31

2.0

T.O.S. + 2.95

Slope Slope

SCUPPER 75Ø

RWP 100Ø

T.O.S. + 2.55

RWP 100Ø

CH-4954

T.O.S. + 2.95

Slope 1% Slope 1%

T.O.S. + 2.30

T.O.S. + 2.95

07 AREA

CH-4954

R.W.P.

CH-4954

04 AREA 05 AREA

UEPM-01 H= 0.57 M

S.L. +3.58

08 AREA

S.L. +3.58

RWP 100Ø

CH-4954

T.O.S. + 3.20

TERMINATION

CH-4954

(TO T.O.S.+4.31)

Slo

GALVANIZED STEEL

1% VENT PIPE

RWP 100Ø

CH-4954

RWP 100Ø

03 AREA

02 AREA

VENT CAP S.L. +3.58 50Ø

R.W.P. op

RWP 100Ø

R.W.P.

Slope

SCUPPER SCUPPER 75Ø SCUPPER 75Ø

SCUPPER (TO T.O.S.+4.31)

RWP 100Ø

SEE CONNECTION ON DRAWING IS00

R.W.P.

R.W.P. CH-4954

T.O.S. + 3.50

Slope 1%

2.39

VENT PIPE TERMINATION

VENT CAP 50Ø Slope 1%

Slope

13 AREA0%

SCUPPER 75Ø

SCUPPER 75Ø SCUPPER

SCUPPER (TO T.O.S.+4.31) RWP 100Ø CH4954

GALVANIZED STEEL

Slope 1%

S.L. +3.55

STORAGE

R.W.P.

01 AREA

AREA

T.O.S. + 4.31

T.O.S. + 2.30

100Ø

SINK & 100Ø

RWP 100Ø R.W.P. CH4954

50Ø

T.R. 100Ø

R.W.P.

100Ø

CH-25

50Ø

CH-282

T.R. 100Ø

50Ø

CH-25

T.R. 100Ø

2.95

100Ø

WC WOMEN

50Ø

50ØWC

CH-282

T.R. 100Ø

Urinal

Shower

50Ø

Shower

50ØWC

50Ø

WC MEN

50Ø

100Ø

Urinal

MINISPLIT

50Ø

50Ø 50Ø

DRAIN

SITE

CH-25 CH-25

LOCKERS MEN

WOMEN

100Ø

50Ø 100Ø

100Ø

LOCKERS

50Ø CH-25

VOICE/DATA BOX

100Ø

50Ø

MUSEOGRAPHY STORAGE

ETHNOGRAPHY STORAGE

UEPM-01 H= 0.57 M

R.W.P.

S.L. +3.58

100Ø

CONSERVATION & RESTORATION

100Ø LOCKERS MEN

WOMEN

10 AREA

06 AREA

Slo

T.R. 100Ø

LAB STORAGE

100Ø

100Ø LOCKERS

12 AREA

Slope 1% Slope 1%

T.O.S. + 2.30

T.O.S. + 3.50

Slope 1% Slope 1%

Slope 1%

100Ø

ROOM

T.O.S. + 5.14

Slope 1%

T.R. 100Ø MONITORING

SCUPPER 75Ø

Slope 1%

50Ø

ELECTRICAL BOX

Slope 2.0%

slope 1%

50Ø

Slope 1%

IG-20 50Ø

S.T.V. 50Ø

slope 1%

SANITARY BOX

11 / 1% / 100Ø

Access

LOBBY

11 AREA 6.49

- 0.16 0.658 - 0.814

slope 1%

- 0.17 0.62

MAINTENANCE WORKSHOP - 0.79

SANITARY BOX

11 / 1% / 100Ø

S.L. +3.55

09 AREA

R.W.P.

RWP 100Ø CH4954

- 0.17 0.51 - 0.68 MUSEOGRAPHY / WOOD STORAGE

TRANSITION STORAGE

Slope

CH-4954

14.00

- 0.17 0.40 - 0.57

Access

RWP 100Ø

STORM DRAIN BOX

SANITARY BOX

Access

FIRE/HYDRAULIC BOX

14 AREA

50Ø

5 / 1% / 100Ø

Access

STORM DRAIN BOX

CONSERVATION & RESTORATION LAB

R.W.P.

T.O.S. + 4.31

1.5

IG-20 50Ø

STORM DRAIN BOX

HYDRAULIC BOX

CISTERN ACCESS

100Ø

GARDEN

DRAINAGE

Slo

4.40

50Ø SANITARY BOX

- 0.17 0.40 - 0.57

15 AREA

S.L. +3.58 CXF-03

ELECTRICAL BOX VOICE/DATA BOX

VENT CAP 50Ø

T.O.S. + 2.65 Slo

Slope 1%

0.706

12.75/ 1% / 150Ø

AUDIOVISUAL

ROOM

50Ø

line

R.W.P. CH-444

S.L. +3.55

- 0.28 - 0.984

4.03

CISTERN COVER

erty

7°

2.68

RWP 100Ø

MUSEOGRAPHY WORKSHOP

prop

2.68

DRAINAGE

Access

CONNECTS TO OFFICE BUILDING

9.50

0.55 0.68

1.94

150Ø - 0.28 - 1.184

FROM EXISTING

0.37

3.94

VENT PIPE TERMINATION

4.97

9.5 / 1% / 150Ø

10 / 1% / 150Ø

Access

0.904

line

4.01

CONNECTION TO MAIN

BOX

erty

3.97

CH-282

100Ø

BOX LOW VOLTAGE

slo

prop

4.04

0.67

50Ø

- 0.17 0.919 - 1.089

SANITARY BOX

Access

SECURITY

50Ø

CL-03

1% sl

CLEANOUT

7.66

3.95

GALVANIZED STEEL

CH-25

- 0.17 0.764 - 0.934 - 0.984

EXISTING

4.02

VOICE & DATA

TRASH

GARDEN

line

4.00

50Ø

slope 1% property

4.02

4.24

slope

T.O.S. + 2.30

T.O.S. + 3.50

Slope 1%

T.O.S. + 2.95

T.O.S. + 3.50

UEPM-02 H= 0.57 M

S.L. +3.55

GROUND FLOOR OPTION 2

S.L. +3.55

T.O.S. + 2.30

S.L. +3.55

meters

scale 1:100

ROOF PLAN

meters

scale 1:100

meters

S.T.V. 50Ø TO ROOF

PROPERTY

FREE

LINE

E 1%

SLOP

SINK

50Ø

50Ø SINK

ACCESS BOX

IG-20 50Ø

50Ø GREASE TRAP VISIBLE BELOW CABINET

EXISTING CLEANOUT

- 0.17 0.40 - 0.57

50Ø

FROM EXISTING DRAINAGE

- 0.17 0.769 - 0.939 - 0.989

W.C. T.R. 100Ø

- 0.17 0.62 - 0.79

T.R. 100Ø O

100Ø

LAV. CH-25 50Ø

100Ø 100Ø

50Ø

100Ø

50Ø

0.904 100Ø

100Ø

CH-282

100Ø

T.R. 100Ø

CISTERN COVER

GARDEN

100Ø

CONNECTION TO MAIN SANITARY SEWER

- 0.28 0.706 - 0.984

12.75/ 1% / 150Ø

0.658 - 0.16 - 0.814

CXF-01

100Ø

HYD. BOX

-0.67

- 0.99

STORM DRAIN BOX

PROPERTY

MAINTENANCE WORKSHOP 0.53 SANITARY BOX

1% / 150Ø

- 0.70

100Ø

BAP-14 100Ø A=11.405m² BAP-14 100Ø A=11.405m²

SLOPE 1%

VESTIBULE

BAP-07 100Ø A=26.82m²

100Ø

T.R. 100Ø

1% / 150Ø BAP-04 100Ø A=62.5m²

0.55

- 0.75

Access

SLOPE 1%

BAP-06 100Ø A=40.06m²

BAP-05 100Ø A=35.98m²

CONSERVATION & RESTORATION

MONITORING ROOM

LOCKERS Women

CM-02

LOCKERS Men

LOCKERS Women

MUSEOGRAPHY STORAGE

ETHNOGRAPHY STORAGE

UEPM-01 H= 0.57 M

VOICE/DATA BOX

Shower

WC Shower

LOCKERS Men

WC MEN

WC WOMEN

Urinal

Shower UEPM-02 H= 0.57 M

Sink and

Shower

SITE

storage area

scale 1:100

meters

LINE

slope ACCESS BOX

1% / 100Ø

0.568 - 0.738

SANITARY BOX

BAP-03 100Ø A=58.1m²

BAP-02 100Ø A=60.36m²

LAB STORAGE

- 0.822

1% / 150Ø

T.R. 100Ø 0.40

BAP-14 100Ø A=55.45m²

100Ø

0.78

GROUND FLOOR - OPTION 2

PROTECTION AGAINST FIRE INSTALATIONS 1%

21.67

VOICE & DATA

EXT S.M.

slope 1%

TRASH

GARDEN

- 0.57

BAP-13 100Ø A=55.45m²

MUSEOGRAPHY / WOOD STORAGE 0.652

Access

- 0.95

T.R. 100Ø

BAP-01 100Ø A=78.21m²

FIRE/HYD. BOX

rack rack

The Project manager and I worked closely with the engineers to determine the best location for the sewer lines and cleanouts, along with the optimal direction for their routing.

Access

BAP-12 100Ø A=47.24m²

TRANSITION STORAGE SANITARY BOX

ELECTRICAL BOX

0.82

BAP-11 100Ø A=47.24m²

PERT

LINE

MEDIA

ROOM

1% / 100Ø BAP-08 100Ø A=28.73m²

Access

CONSERVATION AND

RESTORATION LABORATORY

Y LINE

0.50

STORM DRAIN BOX

CISTERN ACCESS

ELECTRICAL BOXVOICE/DATA BOX

150Ø PRO

PROPERTY

BAP-14 100Ø A=23m² BAP-09 100Ø A=31.32m²

1% / 100Ø

SANITARY BOX

150Ø

FROM SERVICE BUILDING

0.40

BAP-10 100Ø A=23.28.90m²

BAP-14 100Ø A=23m²

CONSERVATION AND RESTORATION PLAN ANA-MA-A5-01-01

100Ø

- 0.28 - 1.184

50Ø CH-282

- 0.57 100Ø

1% / 100Ø

MUSEOGRAPHY WORKSHOP

Access

50Ø

W.C.

CH-25

9.5 / 1% / 150Ø

50Ø 50Ø CH-282 CH-282

50Ø

LAV. 100Ø

100Ø

LAV. 50Ø CH-25

50Ø

Access

ACCESS BOX

50Ø 50Ø

SANITARY BOX

Access LOW VOLTAGE

Y LINE

PERT

SINK

50Ø

SECURITY

ACCESS BOX

- 0.17 0.919 - 1.089

4.5 / 1% / 150Ø

100Ø

SINK

50Ø TO ROOF

50Ø

100Ø

PRO

W.C.

GREASE TRAP VISIBLE BELOW CABINET

S.T.V.

LAV. CH-25

50Ø

W.C. SINK

BAP-15 100Ø A=28.8m²

50Ø TO ROOF

- 0.17 - 0.855

IG-20 50Ø

A.F.F.

TRANSFORMER

- 0.17 0.874 - 1.044

S.T.V.

0.685

6.5 / 1% / 100Ø

TRASH

GARDEN

5.5 / 1% / 150Ø

- 0.17 0.51 - 0.68

11 / 1% / 100Ø

LINE

100Ø

8.4 / 1% / 100Ø

11 / 1% / 100Ø

DISCHARGE

VOICE AND DATA

SLOPE 1%

PROPERTY

TRANSFORMER

SECURITY

2.83

2.69

2.40

2.45

slo

SAN. C.O.

Access

G.P.C.I

FLAT BAR

FROM ROOF, SEE SHEET PCI04

SCUPPER 75Ø

ACCESS BOX

LOW VOLTAGE

ACCESS BOX

Y LINE

EXT S.M.

slo

PERT

PRO

slo

0.83

1% MUSEOGRAPHY WORKSHOP

Access

T.O.S. +3.55

PARAPET DRAIN CH4954 EXT S.M.

A/V ROOM

0.30

100Ø CISTERN COVER

GARDEN

SAN. C.O.

B.O.S. +3.25

R.W.P.

Access

STORM BOX

4.17

STORM BOX

CONSERVATION EXT S.M. LAB RESTORATION

V&D BOX

G.P.C.I

PRO

100Ø

STORM BOX

WATER BOX

CISTERN ACCESS

ELEC. BOX

Y LINE

PERT

slope 1%

TRANSITION STORAGE Access

SAN. C.O.

MAINTENANCE WORKSHOP

MUSEOGRAPHY / WOOD STORAGE SAN. C.O.

Access

VESTIBULE

SAN. C.O.

3.45

slope 1%

EXT S.M.

slope 1%

Access H

100Ø

ELEC. BOX

FROM ROOF, SEE SHEET PCI04

LAB STORAGE

PCI/WATER BOX

F.F.L. 0.17 N.P

CONSERVATION & RESTORATION

MONITORING ROOM

LOCKERS Women

EXT S.M.

LOCKERS Men UEPM-01 H= 0.57 M

MUSEOGRAPHY STORAGE

Shower

LOCKERS men

WC MEN

75Ø P.C.I

Shower UEPM-02 H= 0.57 M

WC Shower

Sink & storage area

Shower

SITE

CONNECTION TO BUILDING MAIN STORMWATER SYSTEM

F.F.L. 0.17

MUSEOGRAPHY STORAGE

F.F.L. 0.20

EL. ±0.00

WC WOMEN

Urinal

S.C.P.C..I 75Ø, SEE SHEET PCI04 V&D BOX

ETHNOGRAPHY STORAGE

LOCKERS Women

VSEE CONTINUATION ON PSHEET PCI00

3.75

PER FLOOR

FROM ROOF, 75Ø SEE SHEET

PCI-04

PER FLOOR

SEE CONTINUATION ON SHEET PCI00

GROUND FLOOR - OPTION 2 meters

scale 1:100

37.07 4.02

4.24

4.00

4.02

9.50

7.66

3.95

4.04

3.97

4.01

0.37

3.94

1.59

1.49

0.55 0.68

2.68

7°

2.68

0.67

R.W.L.

4.97

T.O.S. + 2.65

0.77 Slo

1.94 Slope 1%

4.03

S.L. +3.55

CL-03

S.L. +3.55

4.41

FROM ROOF, SEE DRAWING PCI04

S.L. +3.58 e 1%

R.W.L. Slo

4.40

Slop

T.O.S. + 3.20

Slop

T.O.S. + 4.31

1.5

e 1% 64Ø F.P.

R.W.L.

e 1%

R.W.L. Slo

S.L. +3.58

e 1%

Slop

e 1%

SCUPPER (TO T.O.S. +4.31)

R.W.L. 0%

2.95

T.O.S. + 4.31

Slo

R.W.L.

Slo

75Ø F.P.

SCUPPER (TO T.O.S. +4.31)

64Ø F.P.

T.O.S. + 3.20

S.L. +3.58

R.W.L.

R.W.L. Slo

2.0

Slo

T.O.S. + 3.20

S.L. +3.58

Slope 2.0%

T.O.S. + 5.14

Slope 2.0%

6.49

Slop

Slo

14.00

e 1%

R.W.L.

T.O.S. + 4.31

Slo

2.0

Slo

75Ø F.P.

2.0

R.W.L.

T.O.S. + 4.31

e 1%

Slop

T.O.S. + 2.55

Slop

e 1%

R.W.L. 19Ø A.R.V.

R.W.L.

T.O.S. + 2.95

2.39

T.O.S. + 2.95

50Ø F.P. RISER DOWN TO G.F., SEE DRAWING PCI03

Slope 1% Slope 1%

T.O.S. + 3.50

Slope 1% Slope 1%

T.O.S. + 2.30

T.O.S. + 3.50

Slope 1% Slope 1%

T.O.S. + 2.30

ROOF PLAN SCALE 1:100

meters

S.L. +3.58

T.O.S. + 2.95

T.O.S. + 3.50

S.L. +3.55

Slope75Ø 1% F.P.

T.O.S. + 3.50

UEPM-02 H= 0.57 M

75Ø F.P.

S.L. +3.55

R.W.L.

Slo pe

T.O.S. + 2.30

Slope 1%

UEPM-01 H= 0.57 M

T.O.S. + 2.95

Slope 1%

T.O.S. + 2.95

Slope 1%

T.O.S. + 2.95

T.O.S. + 3.50

Slope 1%

75Ø F.P.

Slope 1%

2.39

75Ø FROM G.F., SEE DRAWING PCI03

R.W.L.

T.O.S. + 3.50

S.L. +3.55

7.56

R.W.L.

Slope 1%

T.O.S. + 2.30

2.51

T.O.S. + 2.30

75Ø F.P. RISER DOWN TO G.F., SEE DRAWING PCI03

meters

The Project manager and I analyzed Mexican fire protection requirements and proposed appropriate locations for fire equipment to ensure compliance during licensing.

The Project manager and I worked closely with the engineers to determine rainfall slopes and drainage placement, ensuring drains and water pipes were both functionally sound and aesthetically integrated with the architecture.

FINISHES The material concept for the audiovisual room, facade, changing rooms, and bathrooms was to use locally sourced materials, restoring the structure’s existing character and appearance while preserving the history of the materials, combining new and old elements. Part of my responsibilities was rendering the materials in the model to select colors and materials, sourcing material options, reviewing samples on-site with the project manager and Mauricio Rocha who would define the final version of each material to be used. FINISHES - AUDIO VISUAL ROOM / FACADE

Existing volcanic stone coping.

6cm-thick volcanic stone coping, per sample shown on site.

Polished-finish concrete.

Recinto stone slabs, 7cm thick, in large-format panels/ layout.

Concrete slab (topping/floor) with a polished finish, with disc-cut [saw-cut] joints.

Exposed (fair-faced) concrete slab system, with silver-edge formwork [panels], panel layout/joint pattern per drawings.

WEST FACADE

FINISHES - RESTROOMS AND CHANGING ROOMS

Polished-finish concrete.

Concrete slab with polished finish, cuts made with disc/ saw, and Forzza polyurea waterproofing, accent color as per approved on-site sample (A.A.O.S.)

Recinto stone slabs, 7cm thick, in large-format panels/ layout.

Brick wall finished with fine polished plaster/render and two coats of matte vinyl paint, accent color; with a 7.5cm baseboard of Forzza polyurea waterproofing, accent color, as per approved onsite sample (A.A.O.S.)

Brick wall finished with fine polished plaster and Forzza polyurethane waterproofing coating, accent color (A.A.O.S)

Restored pre-existing slab system, with two coats of matte vinyl paint, accent color as per approved onsite sample (A.A.O.S.)

12 PLANO LLAVE

FIXTURES A1

E2 E4

A1 A1 E3 D1 D2

E2 E2

E4 E4

A3 E1 A3

C4 E4

A4 C3

A4 E1 D1 D2

E1 C1 C2

D1 D2

C2 C1

C3 C1 C2

D1 D2

A3 A4 E1

D1 D2

C2 C1

E3 E2 E4

D2 D1 D2

A3 A4 E1

D2 D1 D2

A1 B4

E3 E2 E4 D1

E3 E2 E4

B1 B2

C3 A4

E1 A4 A3

B1 B2 E2

B1 B2

D4 C3

E3 E2 E4

B2 A4 E1

B1 B2

D4 A3

A3 E1

E4 B2

E3 E2

FIXTURE SCHEDULE

My role involved sourcing multiple options for all fixtures, with pricing, and presenting them to the project manager and Mauricio Rocha so they could decide which elements to use for the bathrooms based on their desired aesthetic. I also rendered the options to help visualize which would look best.

HARDWARE

Door handle set, KUMA brand, model 1964, stainless steel finish.

Door bolt/latch, Herrajes Bralle brand, model 388 NS, brushed nickel finish.

Classic double hook, HELVEX brand, model 106, chrome finish.

A4 Grab bar, HELVEX brand, model B-610-S, stainless steel (AISI 304), satin/brushed finish, 61 cm (24”) length.

Bathroom faucet, HELVEX brand, model TV121-1.9, satin finish.

Sink (kitchen/utility basin), TEKA brand, model BE 40.40.25, satin finish.

Hose bibb (outdoor spigot), URREA brand, model 19CR, chrome material.

Shower head, HELVEX brand, model H201, satin finish.

Shower valve/faucet set, HELVEX brand, model C-44, satin finish.

Floor drain, HELVEX brand, model 24-CH, satin finish.

HELVEX’s 24RHLI, stainless steel slotted grate, satin/ brushed finish.

Toilet (WC), HELVEX brand, model TZF NAO17, white color.

Toilet seat, HELVEX brand, model AT-1, white color.

Flush valve, HELVEX brand, model FB-110-383.5, brass material.

Waterless urinal, HELVEX brand, model MG Mojave TGS2, white color.

Toilet paper roll holder/dispenser, JOFEL brand, model AE57001, satin finish.

Paper towel dispenser, BOBRICK brand, model B-2974, satin finish.

Trash can, simplehuman brand, 9 gal capacity, model 46531025, satin finish.

Soap dispenser, BOBRICK brand, model B-2111, satin finish.

Bathroom sink, KOHLER brand, model K-8188, white color. Concrete bathroom counters/vanities built on-site, with Caesarstone quartz slab, gray color A.A.O.S.

BASIN + SINK

SHOWER + DRAINAGE

WC +URINAL

ACCESSORIES

MUSEO DIEGO RIVERA ANAHUACALLI REMODELACIÓN, AMPLIACIÓN Y CONSTRUCCIÓN DE ESPACIOS

CROQUIS DE LOCALIZACION:

CROQUIS DE CONJUNTO:

0.12

0.47

cuarzo marca Final finish using 2 cm thick Caesarstone quartz te 4003 de 2cm slab, Sleek Concrete 4003 model, gray color, panel adhered to a Tablacemento cement board panel on juntas a 45°,

with marble adhesive, with 45° mitered joints. Slab layout/cutting pattern to be defined.

G Durock de uerzo en juntas19 mm-thick USG Durock cement board panel with reinen la cara forcing tape at the joints and a Tyvek waterproof membrane

0.35

0.13

0.12

Grifo para pileta a base de tubo galvanizado de 21",

Sink faucet made from 1/2” galvanized pipe, acodo a 45° y llave de nariz 45° elbow, and a galvanized hose bibb, S.M.A.galvanizada s.m.a.

0.45 0.28 NORTE:

on the exterior face.

1 1/2” x 1 1/2” tubular profile.

0.45

Cespol para tarja modelo TV-030 Helvex TV-030 sink P-trap in chrome marca Helvex color cromo o finish, or similar, S.M.A. similar sm.a. NOMENCLATURA: -N.F. -N.P.T. -N.L.A.L.

NIVEL DE FIRME NIVEL DE PISO TERMINADO LECHO ALTO DE LOSA

-N.L.B.L.

LECHO BAJO DE LOSA

-N.L.A.T.

LECHO ALTO DE TRABE

-N.L.B.T.

LECHO BAJO DE TRABE

-N.P. -N.C. -N.C.M. -N.AG. -N.P.T.E.

NIVEL DE PRETIL NIVEL DE CERRAMIENTO NIVEL CORONAMIENTO DE MURO NIVEL DE AGUA NIVEL DE PISO TERMINADO EXISTENTE

TORRELODONES HOUSE FREELANCE PROJECT FOR RODRIGO DUCOING ARCHITECTS | 2024 - 2025 C. ANTONIO MUÑOZ MANZANEQUE, TORRELODONES, 28250, MADRID, SPAIN

Torrelodones House was a freelance residential visualization project developed for one of my former architecture professors Rodrigo Ducoing. After relocating to Spain, he began designing a home for himself and his wife and hired me to create the architectural model and a series of renderings to help them visualize the project as it evolved. My role focused on translating the design into a detailed three-dimensional model and producing visualizations that allowed them to explore materials, spatial relationships, and design decisions. The process became an important tool for refining the project and bringing greater clarity to the home they had envisioned. It was especially meaningful to collaborate professionally with a professor whose work and teaching I greatly admired, while contributing to such a personal project: the realization of a home designed around their vision and aspirations.

STORAGE

STAFF BEDROOM

KITCHEN FEEL 961 WINE

BATH OFFICE 1

OFFICE 2

CL. PANTRY

F.F.L. ± 0.00

DINING

F.F.L. - 0.30

F.F.L. - 0.15 VESTIBULE

TV / GUESTS

BOOKCASE

PEDESTRIAN ACCESS

VEHICLE ACCESS

BATH 0.7552

LIVING

PARKING

1.0000

GROUND FLOOR AREA: 125.66 M2

LINENS

W.I.C. 0.9000

LAUNDRY

0.9000

SLOPE 30%

GAME ROOM

0.9000

F.F.L.

0.8000

DOWN

0.9000

W.I.C.

BEDROOM 1

PRIMARY BEDROOM BEDROOM 2 1.2900 1.3500

BATH 1

UPPER FLOOR

TERRACE

CROSS SECTION

SECTION A-A’

GND FFL EXTERIOR

16 EAST FACADE

CHIMNEY

WEST FACADE

CHIMNEY

RIDGE

PARAPET

UPPER FFL

GND FFL

EXTERIOR

SECTION B-B’

CHIMNEY

RIDGE

PARAPET

UPPER FFL

GND FFL

EXTERIOR

CHIMNEY

RIDGE

EAST ELEVATION

GAMES / TV

BEDROOM 2

UPPER FFL

BATH

GND FFL

CELLAR EXTERIOR

EXTERIOR

WES

GND FFL

LIVING

EXTERIOR

SECTION B-B' CHIMNEY

LEVATION

RIDGE

EAST ELEVATION

VÍ

E ES

GAMES / TV

NIO

V1 N-

TV BEDROOM 2 GAMES /BATH

CELLAR

SECTION B-B'

CHIMNEY

CELLARLIVING

RIDGE

WEST ELEVATION

PARAPET

UPPER FFL

BEDROOM 2

GND FFL

WEST ELEVATION

PARAPET

BATH

EXTERIORLIVING

UPPER FFL

CONTEXT AERIAL VIEW

GND FFL EXTERIOR

SECTION B-B'

ÑO

VÍA

SER

VIC

N -V

N TO

Z ÑO

N ZA

AXONOMETRIC DIAGRAM

Chimney +8.32 Ridge +7.97

Parapet +6.00

Parapet +4.00

FFL U.F. +3.10

FFL G.F. ± 0.00 Exterior -0.30

NORTH ELEVATION (ENTRANCE) Chimney +8.32 Ridge +7.97

Parapet +4.00

FFL U.F. +3.10

FFL G.F. ± 0.00 Exterior -0.30

SOUTH ELEVATION

CROSS SECTION

ATECOCOLLI AUDITORIUM 9TH AND 10TH SEMESTER FINAL PROJECT - UNIVERSIDAD IBEROAMERICANA AV. P.º DE LA REFORMA 50, POLANCO V SECC, MEXICO CITY, MEXICO

The focus of this project was to explore parametric design by learning how to use Rhino and Grasshopper to model advanced architectural forms and structures. The assignment involved applying these tools to develop a contemporary proposal for the existing National Auditorium in Mexico City. The Atecocolli is one of the most representative elements of the culture of Anahuac. The symbolism and meanings it contains are closely related to the philosophy, art, and mysticism of ancient peoples. The word Atecocolli refers to the marine conch shell, an instrument commonly sounded during the various stages of ceremonies and rituals such as dance, the temazcal, and music. The Atecocolli was chosen as the concept for the development of this auditorium because it holds a deep connection to sound and Mexican culture, and it will endure through the architecture of this space, a space whose purpose is to foster culture around sound and the environment. The design process evolved until the curves of an atecocolli were successfully conceptualized into the facades and elevations of the auditorium, generating a livable interior space that helps amplify sound while simultaneously allowing visitors to admire the performances and the beauty of this celestial space.

SECTION A-A’

SECTION B-B’

WEST ELEVATION

SOUTH ELEVATION

BACKSTAGE LEVEL

PARKING LEVEL

LEVEL 1

GALLERY LEVEL

RESTAURNT LEVEL

LEVEL 3

The Atecocolli Auditorium is designed to accommodate 10,000 people and features various areas that operate year-round, including its restaurants. The auditorium also includes an event space where art exhibitions can be mounted and conferences can be held. The facade system of the Atecocolli consists of metallic hexagons that draw reference to nature. The hexagons are made of metal and finished in cochineal red, a color chosen to symbolize this singular and iconic Mexican hue. Select hexagons are made of glass to allow natural light to filter through to the vegetation inside the restaurants.

The structural design proposes a temporary system of columns and supporting elements to facilitate the assembly process. Once this temporary framework is in place, the prefabricated nodes and structural components would be connected. Rhino and Grasshopper were used to model each node, define the height of each column, and calculate the dimensions of the structural elements. This parametric design process ensures that the components could be accurately fabricated and assembled to form the proposed final structure.

HIGHTS TABLE

A1 B1 C1 D1 E1

F1 G1 H1

117m

0. 20.54922 1. 30.230142 2. 26.502072 3. 29.829096 4. 36.3214 5. 31.074077 6. 18.254651 7. 37.815275 8. 38.547297 9. 29.136104 10. 8.729745 11. 36.705856 12. 40.365473 13. 35.480671 14. 10.840343 15. 33.403951 16. 40.598554 17. 38.817557 18. 24.193951 19. 27.373354 20. 39.563951 21. 40.449805 22. 31.892949 23. 17.056896 24. 36.995302 25. 40.897465 26. 36.202628 27. 10.779422 28. 30.292277 29. 40.098727 30. 39.393439 31. 26.563609 32. 17.927863 33. 36.920386 34. 40.348 35. 33.901509 36. 2.766696 37. 29.542746 38. 39.544343 39. 37.845428 40. 20.940342 41. 16.148769 42. 36.107294 43. 39.034054 44. 29.795345 45. 0.231177 46. 29.888376 47. 38.255977 48. 33.533416 49. 8.026549 50. 19.520429 51. 36.085948 52. 35.379324 53. 16.60177 54. 12.474557 55. 33.590563 56. 34.403166 57. 16.352433 58. 8.072163

58. 8.072163 59. 31.422402 60. 32.249443 61. 11.935373 62. 10.621313 63. 30.689204 64. 26.65221 65. 18.853227 66. 28.314424 67. 11.003035 68. 10.494172 69. 25.240844 70. 6.976489 71. 14.957918 72. 17.561227 73. 0.385258 74. 16.663009 75. 7.544905 76. 1.11259 77. 11.300739 78. 11.722198 79. 5.543963 80. 0.924653 81. 11.839881 82. 14.566892 83. 0.133864 84. 13.70392 85. 15.4827 86. 6.860915 87. 16.224416 88. 2.06558 89. 7.763662

1 7m

2 7m

3 7m

4 7m

5 7m

6 7m

7 7m

8 7m

9 7m

10 7m

11 7m

12 7m

13 7m

14 7m

15 120m

16 7m

17 7m

18 7m

19 7m

20 7m

21 7m

22 7m

23 7m

24 7m

25 7m

26 7m

27 7m

28 7m

29 7m

CONNECTION N5-N10 N5-N4 N3-N4 N10-N9 N3-N8 N3-N2 N2-N7 N1-N2 N1-N6 N8-N13 N5-N10 N7-N12 N4-N9 N6-N11 N13-N12 N11-N12 N3-N5 N5-N8 N5-N7 N5-N2

N2-N4 N4-N7 N4-N6 N1-N4 N8-N10 N10-N13 N10-N12 N7-N10 N7-N9 N9-N12 N9-N11 N6-N9

TUBE/ DIMENSION (m) 0. 33.132212 1. 15.951816 2. 34.702511 3. 19.150652 4. 41.941561 5. 11.907509 6. 42.802967 7. 13.491129 8. 43.853561 9. 23.216642 10. 17.963668 11. 24.206929 12. 18.17631 13. 27.130252 14. 18.977342 15. 18.18895

Hollow carbon steel tube, 80mm in diameter, dimensions indicated in table; inserted into the indicated node approximately 50mm and welded on site.

Prefabricated node. Composed of a 100mm diameter carbon steel sphere, welded to a 120mm diameter hollow carbon steel sphere.

16. 23.535921 17. 20.722666 18. 20.545002 19. 24.28116 20. 23.663206 21. 21.614715 22. 20.540065 23. 25.776124 24. 16.489076 25. 13.016872 26. 13.654478 27. 16.595937 28. 16.694811 29. 13.859691 30. 13.71188 31. 18.402975

Hollow carbon steel tube, 80mm in diameter, dimensions indicated in table; inserted into the indicated node approximately 50mm and welded on site.

N12 Prefabricated node. Composed of a 100mm diameter carbon steel sphere, welded to a 120mm diameter hollow carbon steel sphere.

Connected to the prefabricated nodes, a secondary structural system is designed to form the building’s exterior framework and façade. Each hexagonal metal panel is secured and attached to the nodes. These smaller components connect to the larger structural nodes, creating a continuous exterior system that combines transparent and metallic elements.

Prefabricated stainless steel element composed of a 10cm diameter sphere with extending plates measuring 15cm in length, 1cm in thickness, and 8cm in width. 1cm diameter aluminum bolt.

Stainless steel plate, 1cm thick, 15cm long, and 8cm wide.

10cm

Stainless steel tube, 10cm in diameter. 3cm 10cm

7cm

10cm

Prefabricated stainless steel element, 1cm thick.

1cm diameter aluminum bolt.

24 3

P1 1

A3 P1

1 A4

P8 P7

P1 P2

P2 A2

A2 A0

A4 A2

BATÁN LIBRARY

7TH SEMESTER FINAL PROJECT - UNIVERSIDAD IBEROAMERICANA YUCATAN 47, TIZAPÁN SAN ÁNGEL,MEXICO CITY, MEXICO

The Batán Library project emerged from an in-depth study of the needs of the surrounding community. Each student in the class was assigned the same site and asked to analyze its context and propose a project that would contribute to the rehabilitation of the area. I examined the neighborhood’s social, economic, and physical conditions to determine the most appropriate purpose and design for the project. Based on this research, I proposed a public library in response to the area’s lack of accessible educational and cultural resources. The design extends beyond the traditional function of a library by incorporating spaces for public recreation, community interaction, and pedestrian improvements throughout the neighborhood. The library provides a free and welcoming environment where people can access information, develop new skills, and expand their opportunities. This was especially important because the project is located in an economically disadvantaged area of Mexico where many residents have limited access to educational and cultural resources.

Atlamaya San Ángel Inn

Flor de María Altavista

Lomas de San Angel Inn San Ángel Chimalistac

Tizapan

Copilco El Bajo

Olivar de los Padres Progreso

Ermita Tizapan Copilco Copilco and Universidad

Loreto y Campamento

Progreso Tizapan

La Otra Banda

University City Jardines del Pedregal

Pre-Hispanic Era (2500 B.C - 1521 A.D)

Tizapán, nearly as ancient as its rivers, translates from Nahuatl as "upon chalk". Legends tell of ancient Mexicas sent here to perish by serpents that once thrived in the area. The condemned ended up consuming the serpents, possibly referencing the conflict between the Mexicas and the Tepanecas.

“The Image Of the City” Keving Lynch Analysis Paths

Primary Secondary Tertiary

Site

Nodes

Landmarks

Primary Secondary Tertiary

18th Century

Early evangelization saw Tizapán fall under Dominican influence upon their arrival in the New Spain. By then, the city flourished with a thriving textile industry. It also served as a hub for trade in the bountiful produce from numerous orchards nourished by the same rivers feeding the textile factories.

1950

The piping of the Magdalena rivers - which birthed present-day Eje 10 Sur - and the Chico river - now called Yucatán Street - intensified traffic. This action formed part of an urban infrastructure project aimed at controlling floods and regulating water flow in the area.

19th Century

Textile factories like La Hormiga and La Alpina emerged, becoming primary employment sources for locals. Additionally, one of the city's most significant paper mills, the Loreto factory, was established. Tizapán expanded alongside San Ángel, which by the 19th century had become a community of summer residences.

26 Population Total: 8,412

6,000

Employment

Population by Age Total: 9,750

Total: 18,162

6,000

0-14

15-24

70+

Total: 3,779

Total: 3,189

Total: 1,146

EAP

5,000

Total: 14,687

Total: 7,869

Total: 6,818

4,000 4,000

4,000

2,000

3,000 2,000

2,000

1,000 0

Green Areas

Sun Path

Underground Rivers

Solid & Void

Summer

Winter

Site

Land Use

Wind Rose Diagram NNW

Site

Roads & Pathways

Services & Facilities

NNE

NE 10%

WNW

ENE

WSW

ESE

SE SSW

1.1-2.1 m/s 2.2-3.2 m/s 3.3-4.3 m/s 4.4-5.4 m/s 5.5-6.5 m/s

SSE

Site HC CB E

Site

Site Pathways Roads

1970

Social Security clinics and local shopping centers were built, increasing the floating population. Construction began on the ring road (Periférico), the Toluca Avenue underpass, and later, the extension of Revolución Avenue, altering the original layout of Tizapán.

1960

Textile factories closed in Tizapán due to economic and industry shifts. This not only meant job losses but weakened community life. New roadways, commercial and educational facilities construction, alongside factory closures, led to the loss of public spaces once used for recreational activities.

Present Day

Rising traffic necessitates more roads, impacting pedestrian flow with narrower sidewalks. Urban and economic shifts, coupled with governance issues, pose challenges for maintaining public spaces. Nonetheless, Tizapán’s original families’ descendants persist, fostering a resilient community spirit.

DESIGN AND CONCEPT SHAPE AND FORM

The building’s form and organization were shaped by the surrounding context. Its geometry follows the site’s property lines and responds to the axes created by neighboring streets and buildings. Part of the structure was elevated to create a shaded public space for a farmers’ market, pedestrian circulation, and community gatherings. The building was also designed in response to the sun’s orientation. Shading elements and carefully positioned windows help prevent overheating and protect the books from direct sunlight, while allowing natural and indirect light to enter where needed. Together, these strategies create comfortable spaces where residents can gather, learn, recreate, and support local businesses.

ROOF 9.00 N2 6.00 N1 3.00 PB 0.00

ROOF 9.00 PROJECT AND TECHNOLOGY

4.25 m²

NORTH

WOMEN'S WC 13.87 m²

ACCESSIBLE WC

4.25 m²

WOMEN'S ROOM

13.87 m²

5.97

MECHANICAL ROOM

FIRST AID 17.64 m²

19.69 m²

MAINT. RM. 7.82 m²

WOMEN'S WC 13.87 m²

5.97

MAINT. ROOM

7.82 m²

STORAGE

16.43 m²

1 10.1

LOCATION PLAN

9.18

LOCATION PLAN

COUNTER

30.76 m²

18 1 10.1

1 10.1

6.48

29 15

9.51

PANTRY 30.82 m²

9.88

C-01

LOCATION PLAN

29 15

32 31 15 1030 12 17 29 19 24 25 34 7 8

KITCHEN

8.87

19.97 m²

9 10.0

17 9.71

7.84

30 19

34 6 10.0

7.84

PROJECT

LIBRARY

SIMBOLOGÌA

158.09 m²

PROJECT

8.93

9.83

8.86

9.97

BATAN LIBRARY

AUDITORIUM

BOOKSTORE 403.80 m²

8.61

10.12

8.86

? ?

BATÁN

6 10.0

LOBBY 479.44 m²

8.68

10.05

8.86

30 9.11

ROOF

BATAN LIBRARY

DRAWING TITLE

DRAWN BY

LEVEL 1

CONSULTANTS

10.51

F 9.89

10.01

ADDRESS

7 10.22

9.63

A-01

SCALE

G 10.51

F 9.89

Álvaro Obregón, Mexico City

C-01

21.88

Yucatán St., Tizapán,

1:150

04/12/2019 15:26:11

11.00

C-01

I 10.01

Raùl de Villafranca 9.79

10.05

L C

ADDRESS

Yucatan Street, Tizapan, Alvaro Obregon, Mexico City A-02

SCALE

GROUND LEVEL

LEVEL 1

Georgina Vega

Josè Vigil

1:150

21.88

G 10.51

F 9.89

10.01

Josè Vigil

NOMBRE DEL PLA

Raùl de Villafranca

Yucatan St., Tizapan, Alvaro Obregon, Mexico City A-03

SCALE

LEVEL 2

BIBLIOTECA BATÁN

6.00

CONSULTANTS

ADDRESS 9.48

PROYECTO

DRAWN BY

Georgina Vega

ADVISORS

Josè Vigil Raùl de Villafranca

LEVEL 2

DRAWN BY

Georgina Vega

8 L C 10.88

DRAWING TITLE 25

1:150

04/12/2019 15:27:33

04/12/2019 15:26:19

7.84

GROUND FLOOR

Q 15 12 17 19 -24 25 14 A CG

9.00

DRAWING TITLE

PLANO DE LOCALIZACIÒN

LEGEND 9 10.0

9 10.0

8.82

7.75

0.00

LEGEND

TERRACE 62.65 m²

LEGEND

CAFETERIA 129.47 m²

7.84

9.79

9.38

RECEPTION 188.11 m²

NORTE

3.00

0 10.5

7.82 m²

1 C-01

PROYECT TECNOLO

NORTH

MEN'S WC 13.87 m²

0 10.5

5.97

FREIGHT LIFT 4.20 m² MAINT. ROOM

MEN'S WC 13.87 m²

7.68

ACCESSIBLE WC

MEN'S ROOM 13.87 m²

6.00

32 7.68

7.68

TRASH ROOM 10.43 m²

NORTH

4.25 m²

PROJECT AND TECHNOLOGY

ACCESSIBLE WC

PROJECT AND TECHNOLOGY

LOADING /

UNLOADING AREA

PLANTA DE TECH

DIBUJADO POR Georgina Vega

3.00

ASESORES Josè Vigil

Raùl de Villafranca

0.00 CONTEXT

Calle Yucatàn, Tiza Alvaro Obregòn CD

DIRECCIÒN

A-04

ESCALA

The ground floor includes a bookstore, auditorium, cafeteria, reception area, and service spaces. The first level contains the main library, study areas, computer access, and an outdoor study terrace. The third level provides additional book collections and reservable meeting rooms for group activities and community gatherings. ROOF 9.00 N2 6.00 N1 3.00 PB 0.00

NORTH FACADE ROOF 9.00 N2 6.00 N1 3.00 PB 0.00

EAST FACADE

ROOF 9.00 N2 6.00 N1 3.00 PB 0.00

29 ROOF The project also includes an outdoor amphitheater where residents can share artistic and cultural performances, as well as an indoor auditorium for conferences, exhibitions, community meetings, and discussions about social initiatives. The design of the project9.00 draws N2 inspiration from Luis Barragán’s interpretation of Mexican architecture through monumental walls, simple geometric forms, controlled 6.00 openings, filtered natural light, and a strong connection between interior and exterior spaces. Rather than directly reproducing historical N1 motifs, the project reinterprets Mexican vernacular and pre-Hispanic spatial qualities to create a sense of identity, serenity, and commu3.00 nity. PB 0.00 -1 -2.25

ROOF 9.00 N2 6.00 N1 3.00 PB 0.00

SECTION 01

ROOF 9.00 N2 6.00 N1 3.00 PB 0.00 -1

SECTION 02

-2.25

ROOF 9.00 N2 6.00 N1 3.00 PB 0.00

EAST FACADE

BIBLIOTECA DEL BATÁN TALLER DE PROYECTO Y TECNOLOGÍA OTOÑO 2019 ALUMNA Georgina Vega Méndez

The Batán Library connects Tizapán’s future with its cultural and environmental history. A preserved batán structure at the center of PROFESORES José VigilMore than a place for learning, the the building recalls the area’s relationship with the Río Magdalena and its former textile activity. Raúl de Villafranca library becomes a space for memory, community identity, and reflection, encouraging residents to value their heritage and support the rehabilitation of the neighborhood.

CAFETERIA CAFETERÍA NIVEL 2 2 LEVEL

AUDITORIUM AUDITORIO LEVEL NIVEL 1 1

TIENDA DE STORE LIBROS BOOK PLANTA BAJA LEVEL GROUND

ARENA SANTA FE

4TH SEMESTER FINAL PROJECT - UNIVERSIDAD IBEROAMERICANA GUILLERMO GONZALEZ CAMARENA 1400, SANTA FE, MEXICO CITY, MEXICO

Arena Santa Fe was a fourth semester proyect for the subject of (Proyects 4). The main purpose of the semester was to learn how to develop the executive proyect for an apartment complex with a shopping center, that corresponded with the economical necesities of the site and its surroundings. The proyect´s location was chosen to be at: Guillermo Gonzalez Camarena, 1400, Santa Fe Centro, México City. Santa Fe is one of the most economically active centers within the mexican capital, it is sorrounded by univerities, offices, and small apartments. It is one of the most expensive parts of Mexico to live, renting an apartement costs arround 18 USD x sqm monthly.

Employees

Av.

Sa nta

Residents Students

Location

Av. de

Los Po etas

Guillermo Gonzalez Camarena 1400, SantaFe Centro, 01376 Ciudad de México, CDMX

One of the biggest problems in Santa Fe is that it wasn´t designed for pedestirans, there is no affordable housing, many people struggle daily to walk around this city, parks are non existant and people don´t have enough affordable places to eat.

8,000 inhabited dwellings

25,000 - 30,000 permanent residents

Services

Employees

Don’t live in Santa Fe

Students

Most of the people who live in apartments in Santa Fe are high class, students, workers and families.

They live in Santa Fe

160,000 floating population

13,500 students

40,000 daily vehicle trips

Kitchen

Storage

F.F.L. 54.45m Restrooms UP

ROOFTOP TOWER 1

Janitor's closet

F.F.L. 50.70m

Restrooms

LEVEL 14

MOTOR LOBBY LEVEL 5.3m

F.F.L. 47.20m

LEVEL 13 Administration

GARDENS LEVEL 5.3m

F.F.L. 43.70m LEVEL 12

Access Squash courts

F.F.L. 40.20m

Multipurpose room Game room

LEVEL 11 ss

Seating area

F.F.L. 36.95m

F.F.L. 36.70m

ROOFTOP TOWER 2

LEVEL 10

Restrooms

Reflecting pool

F.F.L. 33.20m

LEVEL 9

GARDENS

LEVEL 5.3m

F.F.L. 29.70m

LEVEL 8

Reflecting pool DN

Gym

F.F.L. 26.20m

Playground

F.F.L. 26.20m

LEVEL 7

ROOFTOP TOWER 3

Garden

F.F.L. 22.70m

LEVEL 6

F.F.L. 19.20m

Garden

E OP SL

LEVEL 5

Reflecting pool

F.F.L. 15.70m

Restrooms

LEVEL 4

Garden

DOWN

cti

fle

Playground

ROOFTOP

F.F.L. 12.20m

LEVEL +8.00m

LEVEL 3

Terrace with tables

F.F.L. 8.70m

LEVEL 2

Bridge

SLOPE 15%

ROOFTOP

Bridge

LEVEL +8.00m

Table and kiosk area

F.F.L. 5.20m

LEVEL 1

F.F.L. 1.70m

GF APARTMENTS

Terrace with tables

SLOPE 15%

Bridge

ROOFTOP

LEVEL +8.00m

Reflecting pool Garden Reflecting pool

MARKET

F.F.L. -5.30m

Reflecting pool

ROOFTOP

LEVEL 1.80m

F.F.L. -5.30m

LEVEL +8.00m

Crafts area Garden

Reflecting pool

NORTH FACADE

Garden Playground

PARKING EXIT DN

SLOPE 5%

DOWN

SIDEWALK

DOWN

LEVEL 0.90m

Reflecting pool

DOWN

The land has a topography that descends from the street all the way down to the apartments. In this proyect the street was previously dangerous for pedestrians, and dificult to walk, so the one of the main purposes of the proyect was to develop a place with pleasent features for pedestrians.

DOWN

5% SLOPE

Garden

PARKING ENTRANCE DN

SIDEWALK

LEVEL +0.00m

Reflecting pool

Garden

COMPLEX - MOTOR LOBBY

Starting at the first part of the land there is a park that welcomes people to the market, with recreational spaces for children and places to sit for people that walk by.

Grill Area

ROOFTOP LEVEL +42.0m

Circulation Core

GARDENS LEVEL -5.3m Multipurpose Room

Squash Courts

Circulation Core

ROOFTOP

LEVEL +59.5

Table Area

Sundeck Area

MOTOR LOBBY LEVEL +31.5m

Water Feature

GARDENS LEVEL -5.3m

F.F.L. 54.45m TOWER 1 ROOF Water Feature

Pool

F.F.L. 50.70m LEVEL 14

Playground Garden

F.F.L. 47.20m LEVEL 13 Garden

F.F.L. 43.70m

LEVEL 12

SLO

F.F.L. 40.20m LEVEL 11

Water Feature Restrooms Garden

Water Feature

Playground

F.F.L. 36.70m LEVEL 10

ROOFTOP LEVEL +8.00m

Table Terrace

Bridge

ROOFTOP

SLOPE 15%

Bridge

LEVEL +8.00m

Tables & Kiosks

F.F.L. 36.95m TOWER 2 ROOF

F.F.L. 33.20m LEVEL 9

F.F.L. 29.70m LEVEL 8

F.F.L. 26.20m LEVEL 7

F.F.L. 29.95m LEVEL 7

F.F.L. 29.95m TOWER 3 ROOF

Table Terrace

SLOPE 15%

Bridge

ROOFTOP

F.F.L. 22.70m LEVEL 6

F.F.L. 26.20m

F.F.L. 19.20m LEVEL 5

F.F.L. 22.70m LEVEL 6

F.F.L. 15.70m LEVEL 4

F.F.L. 19.20m

F.F.L. 12.20m LEVEL 3

F.F.L. 15.70m LEVEL 4

LEVEL 7

Water Feature

LEVEL +8.00m Garden Water Feature

MARKET

Water Feature

LEVEL -1.80m

ROOFTOP

LEVEL +8.00m

Artisan Area

Garden

Water Feature Garden

LEVEL 5

Playground

PARKING EXIT DN

SLOPE 5%

DN DN

SIDEWALK Water Feature DN

Garden

PARKING ENTRANCE

F.F.L. 8.70m LEVEL 2

F.F.L. 12.20m

F.F.L. +6.20m MARKET ROOF

LEVEL 3

LEVEL -0.90m

F.F.L. +2.20m MARKET UPPER LEVEL

PE 5%

SLO

BMW

SIDEWALK LEVEL +0.00m

F.F.L. -1.80m MARKET LOWER LEVEL

Garden

CROSS SECTION OF THE COMPLEX

COMPLEX - ROOF TOP

CROSS SECTION OF THE COMPLEX

F.F.L. +0.00m SIDEWALK F.F.L. -1.80m MARKET LOWER LEVEL

Water Feature

THE MARKET

1.2

1.3

1.4

1.5

1.7

1.6

1.8

1.9

Near Santa Fe there is a very poor town, this proyect´s market was designed to accomodate not only known restaurants in the kiosks, but also local restaurants from the poor towns near santa fe. The idea is to create a calendar and assign free some of the kiosks in certain dates to certain businesses. 3.7

2.1

2.2

3.8

F.F.L. +6.20m ROOFTOP MARKET

3.6

2.3

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

4.1

3.5 2.4

3.4

1.8

2.5 3.3

2.6

2.7

F.F.L. +2.20m UPPER FLOOR MARKET F.F.L. +0.00m SIDEWALK F.F.L. -1.80m GROUND FLOOR MARKET

3.2

4.2

Seating Area

1.7

4.3

cti

fle

Food Kiosks

Restrooms

Access Control

Circulation Core

1.6 Food Kiosks

Seating Area

Access

Hall

Seating Area

LEVEL -1.80m

Food Kiosks

MARKET - GF

3.1

2.8

Seating Area

Food Kiosks

4.5

LEVEL -1.80m

Food Kiosks

MARKET - GF

Access

1.4

LEVEL -1.80m

4.4

Access

Exhibition

MARKET - GF

1.5

MARKET - GF

4.6

LEVEL -1.80m

Reflecting Pool

Food Kiosks

Garden

Access Reflecting Pool

MARKET

Access

Reflecting Pool

4.7

LEVEL -1.80m

1.3

Crafts Area

Garden

1.1

Access Seating Area

Exhibition

Reflecting Pool

Hall

1.2

4.8

Garden

F.F.L. +6.20m ROOFTOP MARKET F.F.L. +2.20m UPPER FLOOR MARKET F.F.L. +0.00m SIDEWALK F.F.L. -1.80m GROUND FLOOR MARKET

MARKET LONGITUDINAL SECTION

Playground

F G

DN DN

Circulation Core UP

SLOPE 5%

DN DN

SIDEWALK

LEVEL -0.90m

Reflecting Pool DN

Garden

SLOPE

MARKET LONGITUDINAL SECTION

LONGITUDINAL SECTION - MARKET

SIDEWALK

LEVEL +0.00m

Reflecting Pool

GROUND FLOOR - MARKET

F.F.L. 6.80m

2.1

F.F.L. 6.80m

4.1

3.6

2.3

3.7

3.8

3.7

3.5

1.8

2.5

4.3 3.2

2.7

F.F.L. -1.80m F.F.L. -1.80m GROUND FLOOR MARKET GROUND FLOOR MARKET

1.6

4.4

MARKET 1.5 3.1

2.8

CROSS SECTION - MARKET

4.7

1.1

EXPO ROOM 4.8

1.2

LEVEL 1 - MARKET 3.8

3.7 2.1

4.1 3.6 2.2 2.3 3.5

1.8

2.4

3.4 T2

2.5

4.2

3.3

2.7 C3

T2 T4 T4

1.5

T4 C3

T4 T4

T4 C3

T2 T4

3.1

4.5

4.6

C3 T2

T2 C3

4.7

C3 T2

4.4

T2 C3

T4 T2

1.1

T4 C3

2.8

C3 T2

T4 T4

T2 T2

T4 T4

T2 T2

T4 T4

4.3

C3 T2

C3 C3

1.3

3.2

1.6

T4 T2

1.4

2.6

T2 T4

1.2

C3 C3

T2 T4

T2 C3

STRUCTURAL PLAN - MARKET

RAMP

MARKET CROSS SECTION

4.6

1.3

1.7

F.F.L. 0.72m F.F.L. 0.72m RAMP

4.5

MARKET

F.F.L. 6.20m ROOFTOP MARKET

F.F.L. UPPER 2.20m FLOOR MARKET UPPER FLOOR MARKET

4.2

3.3 2.6

1.4

3.8

F.F.L. 2.20m

3.4 2.4

1.7

3.8

3.7

Garden

2.2

F G

4.8

MARKET CROSS SECTION

34 H G F E

THE APARTMENTS

F.F.L. 54.45m TOWER 1 ROOF

The apartments consist of three towers that connect through elevators, stairs, parking and services; All services are shared among the tennants and owners.

Kitchen

Storage

F.F.L. 50.70m

Restrooms UP

LEVEL 14

Janitor's Closet

Circulation Core

F.F.L. 47.20m

MOTOR LOBBY

LEVEL 13

LEVEL -5.3m UP

F.F.L. 43.70m

Administration

GARDENS

LEVEL 12

Circulation Core

LEVEL -5.3m

Access

F.F.L. 40.20m

Squash Courts

LEVEL 11

Multipurpose Room

Game Room ss

ce Ac

Seating Area

F.F.L. 36.95m TOWER 2 ROOF Restrooms

Reflecting Pool

GARDENS

F.F.L. 33.20m

LEVEL -5.3m

LEVEL 9

Reflecting Pool

F.F.L. 29.70m LEVEL 8

Gym

Playground Garden

F.F.L. 26.20m LEVEL 7 Garden

F.F.L. 22.70m

PE SLO

LEVEL 6

Reflecting Pool

F.F.L. 19.20m LEVEL 5

Garden

DOWN

Playground

F.F.L. 15.70m LEVEL 4 2

F.F.L. 12.20m

1.2

1.1

1.3

1.4

1.5

LEVEL 3

1.7

1.6

F.F.L. 8.70m LEVEL 2

F.F.L. 5.20m

MOTOR LOBBY

F E

LEVEL 1

F.F.L. 1.70m GROUND FLOOR APARTMENTS F.F.L. +0.00m SIDEWALK

BMW

Bathroom

F.F.L. -1.80m MARKET

Living

F.F.L. -5.30m

Bathroom

Bedroom

Circulation Core

Kitchen/Dining

Bathroom

Living

Bedroom

Living

GARDENS

Kitchen/Dining

Bedroom

Living

Bedroom

Living

F.F.L. -5.30m

Bedroom

Kitchen/Dining

Bathroom

Kitchen/Dining Kitchen/Dining

Hall

Circulation Core

Bathroom Kitchen/Dining

Bathroom

BASEMENT -02

Bedroom

Living

Bedroom

Kitchen

Bedroom Bedroom

Kitchen/Dining

Bedroom

F.F.L. -12.30m

Bathroom

Kitchen/Dining

Bathroom

Kitchen/Dining

Bathroom

BASEMENT -01

Bathroom

F.F.L. -8.80m

Kitchen/Dining

Kitchen/Dining Hall

Living

Bedroom

BASEMENT -03 Bathroom

LONGITUDINAL SECTION - MARKET

Dining

Bathroom

F.F.L. -15.8m

Bathroom

Hall

BASEMENT -04

Bedroom

Living

Closet

F.F.L. -19.30m

LONGITUDINAL SECTION OF THE COMPLEX

Living Kitchen/Dining

Kitchen/Dining

Bathroom

Secondary Bedroom

Closet

Kitchen/Dining Bathroom

Primary Bedroom

Living

Kitchen

Bathroom

6 Bedroom

Living

Closet Dining

C''

APARTMENT TYPOLOGIES

Primary Bedroom

Bathroom

C' Secondary Bedroom

H C

1 F

Y LINE

PROPERT

E Storage

B Y LINE

PROPERT

Emergency Generator

Maintenance Room

Apartment Access

Storage

C''

DN UP

Apartment Access

PROPERTY LINE

BASEMENT 01 LEVEL -8.80

CIAS T1

Kitchen

Storage

TY LINE CIAS PROPER COLINDAN

15%

SLOPE 15%

PROPERTY LINE

SLOPE 15%

C2 T2

T3 T2

Pool

EXIT

UP T2

IAS

CO T2

ANC

IAS

LIN

T3 C2

COL

IND

T3 T2

T3 C2

LEVEL +60.25

ROOFTOP

T3 T2

Sundeck area

T2 T3

LEVEL +59.5

C1 T2

ROOFTOP TOWER 1

T3 C2

T3 T1

T2 T2

C1 T1 C1

Multipurpose room

T2 T3 T2

LEVEL +42.0m

C2 T2

T2 T3

LEVEL +31.5m

ROOFTOP TOWER 2

T2 T1

T2 C1

ROOFTOP TOWER 3 Grill area Dining area

Restrooms

T1 C2

T3 C2

T2 T2

T2 C1

Commercial Access

T3 UP

Cleaning room

Restrooms

4 5 T2

COLINDANCIAS

T2 T1

T3 T1

T3 C2

T1 T1 T2

T1 T2

T3 T2 C1

15%

Restrooms

A SL

6 DN

COLINDANCIAS

Security Apartment Access Control

PROPERTY LINE

COLINDAN

POOL

LEVEL +58.0m

ROOF TOP

ENTRANCE 3' 4'

1 H G F E D

BASEMENT - LEVEL 01

BASEMENT - STRUCTURAL PLAN

T1 T1 T1

The towers are designed in a descendent way so that it has a high efficiency towards the sun. A park with a playground and sitting spaces welcome people who walk from the street to the apartments; Starting at the mottor lobby of the apartements there is a gym, with changing rooms, a teens lounge, an adults lounge, and an event hall with a kitchen and bathrooms.

T1 T1

C1 T1

T2 T1

C1 T1

B T1

C1 T2

T2 T2

T1 T1

T2 C1

C1 T2

C1 T1

STRUCTURAL PLANS - APPARTMENTS

35 The project has 4 parking basements. The first basement is for market customers and apartment visitors, while the last 3 basements are for apartment residents. These 3 towers have 9 typologies: The first tower is for families, therefore, there are 2 typologies: apartments with a master bedroom and another for one or two children. The second and third towers are combined for students and individuals. There are apartments for 2 students and others for up to 4 students. The roof of each tower holds services available to all the apartments owners and tenants, there is a pool, a barbecue and an outdoors event hall. H´

LEVEL +5.20

20 CM THICK CONCRETE FLOOR SLAB, REINFORCED WITH WELDED STEEL MESH AND LOSACERO STEEL DECK. MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM. 1.10

SECONDARY BEAM: W IR STEEL PROFILE, STEEL 242, 30CM X 50CM. GAUGE 12 WIRE, 0.105" DIAMETER, GALVANIZED STEEL. SUSPENDED GYPSUM-BOARD CEILING, TABLAROCA BRAND, WITH 20 CM SUSPENSION, FIXED TO THE DUROCK LINE TIE-CHANNEL FRAME. FASTENED WITH 3 TURNS IN 3", ACCORDING TO ASTM C 636 STANDARD.

BOX SOFFIT OF DUROCK CEMENT-BOARD PANEL, 13MM THICK (EXTERIOR AND INTERIOR FACE).

3.50

BEDROOM APARTMENT LEVEL 01

LAMINATED GLASS FACADE, SOLAR TEMPERED GLASS MODEL, "TECHO GLASS SOLAR" BRAND, 12MM THICK,

2.40

2.50M X 1.50M WITH RIB-SUPPORT ANGLE BRACKET, SPECIAL ALUMINUM PROFILE, "HERRALUM" BRAND.

ELEGANZA B ALUMINUM RAILING WITH ROUND TUBE HANDRAIL 1 1/2", 9MM TEMPERED GLASS GUARD, 91CM HIGH, "INOXALUM" BRAND.

EXTERIOR CUMARU DECK FLOORING, 150CM X 14CM X 0.19CM, "AMBIENCE FLOORS" BRAND, BUTT-JOINTED AND SET. INTERIOR BLOND WOOD FLOORING, 170CM X 40CM X 0.12CM, "AMBIENCE FLOORS" BRAND, BUTT-JOINTED AND SET WITH MATTE VARNISH.

LEVEL +1.70

20 CM THICK CONCRETE FLOOR SLAB, REINFORCED WITH WELDED STEEL MESH AND LOSACERO STEEL DECK. MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM. 1.10

BOX SOFFIT OF DUROCK CEMENT-BOARD PANEL, 13MM THICK (EXTERIOR AND INTERIOR FACE). LAMINATED GLASS FACADE, SOLAR TEMPERED GLASS MODEL, "TECHO GLASS SOLAR" BRAND, 12MM THICK, 2.50M X 1.50M WITH RIB-SUPPORT ANGLE BRACKET, SPECIAL ALUMINUM PROFILE, "HERRALUM" BRAND.

TYPOLOGY 1 7.00

5.90

EXTERIOR AREA

GYM MOTOR LOBBY LEVEL

EXTERIOR PAVEMENT: 12.5CM THICK CONCRETE SLAB. SEMI-POLISHED PORCELAIN TILE FLOOR, COLOMBINO MODEL PE IV, LIGHT BEIGE, 120CM X 120CM X 0.08CM, "INTERCERAMIC" BRAND, BUTT-JOINTED AND SET WITH INTERCERAMIC TILE ADHESIVE.

LEVEL -5.30 LEVEL -5.12

20 CM THICK CONCRETE FLOOR SLAB, REINFORCED WITH WELDED STEEL MESH AND LOSACERO STEEL DECK. MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM. 1.03

SECONDARY BEAM: W IR STEEL PROFILE, STEEL 242, 30CM X 50CM.

60CM THICK RETAINING WALL, EXPOSED-FINISH REINFORCED CONCRETE.

2.44

LEVEL -8.80

BASEMENT PARKING 01 VISITORS AND COMMERCIAL

20 CM THICK CONCRETE FLOOR SLAB, REINFORCED WITH DOUBLE WELDED STEEL MESH AND LOSACERO STEEL DECK. MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM. 1.07

SECONDARY BEAM: W IR STEEL PROFILE, STEEL 242, 30CM X 50CM.

TYPOLOGY 2

H´

36 REINFORCED CONCRETE LEDGE, POLISHED FINISH. DUROCK CEMENT-BOARD WALL, 16MM THICK, WITH 2" X 2" PTR FRAME, GAUGE 18. EXTERIOR CUMARU DECK FLOORING, 150CM X 14CM X 0.19CM, "AMBIENCE FLOORS" BRAND, BUTT-JOINTED AND SET.

ROOFTOP POOL LEVEL 16

LEVEL +55.78

25 CM THICK CONCRETE WALL, REINFORCED WITH STEEL MESH. VENETIAN MOSAIC TILE, FONTIBRE MODEL, NAVY BLUE, 5.2CM X 5.2CM X 0.08CM, "INTERCERAMIC" BRAND, BUTT-JOINTED AND SET WITH PSP INTERCERAMIC ADHESIVE.

30 CM THICK CONCRETE SLAB, REINFORCED WITH STEEL MESH, WELDED STEEL MESH, AND LOSACERO STEEL DECK.

MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM.

1.10

SECONDARY BEAM: W IR STEEL PROFILE, STEEL 242, 30CM X 50CM. GAUGE 12 WIRE, 0.105" DIAMETER, GALVANIZED STEEL.

5.08 SUSPENDED GYPSUM-BOARD CEILING, TABLAROCA BRAND, WITH 20 CM SUSPENSION, FIXED TO THE DUROCK LINE TIE-CHANNEL FRAME. FASTENED WITH 3 TURNS IN 3", ACCORDING TO ASTM C 636 STANDARD.

BOX SOFFIT OF DUROCK CEMENT-BOARD PANEL, 13MM THICK (EXTERIOR AND INTERIOR FACE).

BEDROOM APARTMENT LEVEL 15

LAMINATED GLASS FACADE, SOLAR TEMPERED GLASS MODEL, "TECHO GLASS SOLAR" BRAND, 12MM THICK,

2.40

2.50M X 1.50M WITH RIB-SUPPORT ANGLE BRACKET, SPECIAL ALUMINUM PROFILE, "HERRALUM" BRAND.

ELEGANZA B ALUMINUM RAILING WITH ROUND TUBE HANDRAIL 1 1/2", 9MM TEMPERED GLASS GUARD, 91CM HIGH, "INOXALUM" BRAND.

LEVEL +50.70

20 CM THICK CONCRETE FLOOR SLAB, REINFORCED WITH WELDED STEEL MESH AND LOSACERO STEEL DECK. MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM. 1.10

BOX SOFFIT OF DUROCK CEMENT-BOARD PANEL, 13MM THICK (EXTERIOR AND INTERIOR FACE).

3.50

BEDROOM APARTMENT LEVEL 14

LAMINATED GLASS FACADE, SOLAR TEMPERED GLASS MODEL, "TECHO GLASS SOLAR" BRAND, 12MM THICK,

2.40

2.50M X 1.50M WITH RIB-SUPPORT ANGLE BRACKET, SPECIAL ALUMINUM PROFILE, "HERRALUM" BRAND.

ELEGANZA B ALUMINUM RAILING WITH ROUND TUBE HANDRAIL 1 1/2", 9MM TEMPERED GLASS GUARD, 91CM HIGH, "INOXALUM" BRAND.

LEVEL +47.20

20 CM THICK CONCRETE FLOOR SLAB, REINFORCED WITH WELDED STEEL MESH AND LOSACERO STEEL DECK. MAIN BEAM: W IR STEEL PROFILE, STEEL 242, 50CM X 80CM. 1.10

BOX SOFFIT OF DUROCK CEMENT-BOARD PANEL, 13MM THICK (EXTERIOR AND INTERIOR FACE). LAMINATED GLASS FACADE, SOLAR TEMPERED GLASS MODEL, "TECHO GLASS SOLAR" BRAND, 12MM THICK,

BEDROOM APARTMENT LEVEL 13

2.50M X 1.50M WITH RIB-SUPPORT ANGLE BRACKET, SPECIAL ALUMINUM PROFILE, "HERRALUM" BRAND.

GEORGINA V. ZOPF ARCHITECTURE GEORGINAZOPF@GMAIL.COM 970.846.8770