PORTFOLIO MASTERS APPLICATION by Javier Jair Montemayor Leos

PORTFOLIO JAVIER JAIR MONTEMAYOR LEOS jj_2@live.com.mx (+52) 81 1908 1869 student number: 4781988

INDEX

0 MOTIVATION LETTER

1 ESCAMILLA FIELDS

2 NYC SKY CONDO

3 GUGGENHEIM HELSINKI

4 THE HUB

5 PLAZA 401

Being a recent Architecture graduate, I began to question myself about future plans. Now

that I have been learning outside school and having a clearer vision of society, I decided to take

MOTIVATION LETTER

the next step in my learning journey. I want to learn more and acquire the necessary tools to respond to the current problems. The Building Technology seems a proper program because it marries both architecture and technology. Nowadays everyone supposedly knows how to design. But for me knowing how to design responsibly and becoming a sustainable designer is the key to many of our current issues. Convinced about the programâ&#x20AC;&#x2122;s approach towards architecture, technology, and the environment, I am sure I will be able to give back to society by making sure that future generations will have access to a more sustainable world. Apart from the program, TU Delft got my attention due to its leadership in the architecture and engineering fields. I expect to develop new skills that will help me help others, in a highly stimulating environment that encourages solution-making through relevant challenges.

In fact, derived from the desire I have expressed of a greener future, it is worth

mentioning that for my final project I chose it to be in the line of Environment. The assignment consisted first, in an optimized master plan for our university campus in Monterrey, especially the sport fields that had been wasted lately. Without getting completely rid of the field, an urban park was incorporated, public spaces, and the prototype of a building. At the end of the class (named â&#x20AC;&#x153;Capstone Projects IIâ&#x20AC;?, worth 12 credits) I got a final grade of 91/100, with an excellent critique from the panel of judges, including members of BEA , a Mexican office specialized in LEED certifications.

My hypothetical thesis would certainly be about adaptable technology or methods that

can be easily applied to my country, Mexico, and Latin America. Extreme weather is a characteristic topic from my city specially, and I would like to come up with solutions that can respond to the interior comfort of the users in general. Another interesting project could also have to do with a way of battling the slums in the city, in the hopes of giving people a more decent way of living via houses that are cheap to build but also energy efficient.

FIG. 0 RENDER OF BUIDLING PROTOTYPE

ESCAMILLA FIELDS (FINAL PROJECT)

LOCATION: NUEVO LEÓN, MEXICO TYPE: ACADEMIC WORK: TEAM (ANA VIRGINA TREVIÑO AND PRISCILA ALAMILLA) ROLE: DESIGNER (DIAGRAMS, TECHNICAL DRAWINGS, RENDERS) LEVEL: FINAL YEAR (BACHELOR) DATE: AUGUST-DECEMBER 2016 SUPERVISOR: ARQ. CARLOS ESTRADA (carlos.estrada@oficinadearquitectura.com) DESCRIPTION The project presents two different stages. First, the proposal for a site inside the university campus of ITESM was done, specifically an underused sports field. The situation had certain complexity because not only the existent conditions had to be taken into account but also a new master plan proposed by Sasaki, an American firm. With this in mind, a new arrangement came into being, with a fresh concept: to open up the gates of the university and make the field not only for the students, but also for

FIG. 1 SITE ANALYSIS & MAIN VIEWS

the community. Pocket parks were included, plazas and new paths that connected the neighbors. The second stage had to do with the development of a building inside the master plan, in this case a prototype of a greenhouse/apartments destined for the workers of the campus. A main structure was defined as universal space, and the building was set to one side to leave space for the greenery, in a way that users could benefit from them and produce a community. CONTRIBUTION: The master plan analysis and design was done by my team. However the design process images and the rest of the final drawings I selected are mine. The design of the individual building was individual work also, along its technical drawings, diagrams, and renderings.

FIG. 0-1 AUTHOR: JJML

FIG. 1 DESIGN PROCESS

PRELIMINARY SPORTS FIELDS

COLLAGE OF MARKET

DIAGRAM OF USER PATHS

FIRST APPROACHES TO MASTER PLAN

COLLAGE OF GREENHOUSE

FIRST MODEL OF STRUCTURE

DIAGRAM OF CIRCULATION PRELIMINARY AERIAL VIEW & RENDER EXPERIMENTAL PATHS

SKETCH OF LAYERS FOR PATHS

FIG. 1 AUTHOR: JJML

BUILDINGS

SPORT FIELDS

FIG. 2 EXISTING CONTEXT PARKS

PATHS

SITE AND CONNECTION

FIG. 3 SASAKIâ&#x20AC;&#x2122;S MASTER PLAN SITE CAMPUS UNUSED PLOTS

MAIN ROADS NEW CONNECTION NEW CAMPUS PATH

FIG. 6 LAYERS FIG. 4 CURRENT SITUATION

FIG. 5 ACTORS INVOLVED FIG. 7 NEW LINES

NO BARRIERS NEW CONNECTIONS NEW ACCESS

FIG. 2-7 AUTHOR: JJML

*FIG 3: SHOWS MASTER PLAN OF SASAKI (AMERICAN FIRM)

FIG. 8 PROPOSED MASTER PLAN

01 MAIN ACCESS 02 BEISBALL 03 SOCCER

04 FOOTBALL 05 PARKS 06 BUILDINGS

07 THEATER 06

08 CROPS

06 07 08

05 01

01 05 02

PICKED BUILDING TO DEVELOP (APARTMENT/GREENHOUSE)

03 03 03

FIG. 8 AUTHOR: JJML

*FIG 8: THE CONTEXT IS FROM MASTER PLAN OF SASAKI (AMERICAN FIRM). MY MASTER PLAN IS IN RED

FIG. 9 LOCATION OF BUILDING TO DEVELOP

FIG. 10 SECTION IN PERSPECTIVE OF BUILDING

FIG. 11 GROUND FLOOR

FIG. 13 SECTION 1-1

FIG. 12 TYPICAL FLOOR

FIG. 9-13 AUTHOR: JJML

FIG. 14 ISOMETRIC VIEW OF BUILDING 01 01 VENTILATED FACADE

02 ROOFTOP GARDEN 03 APARTMENTS 04 PRIVATE TERRACES

05 SERVICE CORES

06 CIRCULATION

07 PUBLIC PLAZA 08 MARKET

09 STRUCTURE

(HANGING PLANT POTS)

01 09

05 04

FIG. 16 ROOFTOP GARDENS

06 03

07 09

FIG. 15 EXPLODED ISOMETRIC FIG. 14-17 AUTHOR: JJML

FIG. 17 GARDENS IN STRUCTURE

6.4 Drip cap cover of folded stainless steel sheet 3 mm thick 6.3 Exterior facade panels, 10 mm 6.2 Thermal insulation layer 40 mm 6.1 Structural steel beam: C channels 12 x 20.7

+15.00 5th Floor 0.31

1.95

5.11 Wooden deck with supporting substructure 5.10 Fine gravel layer for absorption 50 mm

3.00

5.9 IP5-400 profile cut confining the deck 5.8 Sustrate, vegetal medium 80 mm +12.00 4th Floor 5.7 Drainage system plaques Daondren 25 mm 5.6 Thermal insulation Sikatherm model 40 mm 5.5 Waterproofing system, outdoor quality, bolted 4 mm 5.4 Geotextil layer and vapour barrier 1 mm 5.3 Lean concrete layer for sloping formation 40 mm Drip cap cover of folded stainless steel sheet 3 mm thick 5.2 Roofing steel sheet 6.4 bolted to metalic 6.3 Exterior facade panels, 10 mm structure 6.2 Thermal insulation layer 40 mm 150 mm 6.1 Structural steel beam: C channel 300x 300* 5.1 Structural steel beam system: I shaped UPN 100, IPN 80

2.54

0.90

0.15

0.30 0.10

1.95

2.34

3.00

+9.00 3th Floor

0.41

0.15

0.20 0.35

5.9 IP5-400 profile cut confining the deck 5.8 Sustrate, vegetal medium 80 mm

5.7 Drainage system plaques Daondren 25 mm 4.5 Finished flooring, clear gray terrazo system 5.6 Thermal insulation Sikatherm model 40 mm 5.5 Waterproofing outdoor bolted 4 mm 4.4 Mortar layer receiving finishedsystem, floor 45quality, mm, 5.4 Geotextil layer and vapour barrier 1 mm 5.3 Lean concrete layer for sloping formation 40 mm including heating system based in bolted composite pipes 5.2 Roofing steel sheet to metalic structure 150 mm fastened to subfloor 5.1 Structural steel beam system: I shaped 100x100*, 300x 300* 4.3 Thermal insulation layer 20 mm 4.2 Roofing steel sheet 6.5 bolted to metalic structure Modular facade, made of terracota cilinders, with movable modules 6.4 Metalic handrail of brushed aluminium 150 mm 6.3 Wooden deck for facade maintenance 6.2 Metalic frames for deck support (10 mm profile) 4.1 Structural steel beam system: I shaped UPN 6.1 Substructure for facade : T profile 100 x 100* +6.00 100, IPN 80 2th Floor

3.5 Wooden deck 3.4 Steel supporting substructure for exterior deck, welded 3.3 Sikatherm waterproof sheet 80 mm thick 3.2 Roofing steel sheet bolted to metalic structure 150 mm 3.1 Steel beam system:3.5I shaped UPN 100 Wooden deck

1.95

1.02

15.00

3.00

15.00

3.00

1.22 0.90

0.15

0.42 0.35

4.5 Finished flooring, clear gray terrazo system 4.4 Mortar layer receiving finished floor 45 mm, including heating system based in composite pipes fastened to subfloor 4.3 Thermal insulation layer 20 mm 4.2 Roofing steel sheet bolted to metalic structure 150 mm 4.1 Structural steel beam system: I shaped 100x100*, 300x 300*

2.3 Steel structure bracing: L angles 2.5 x 19 2.2 Steel structure beams: C channels 12 x 20.7 2.3 Steel structure bracing: L angles 100x 100* 2.2 Steel Istructure beams: CIPN channels80 300x300* 2.1 Steel strucure columns: shaped 2.1 Steel strucure columns: I shaped 400x400 *

3.00

0.90

5.11 Wooden deck with supporting substructure 5.10 Fine gravel layer for absorption 50 mm

3.4 Steel supporting substructure for exterior deck, welded 3.3 Sikatherm waterproof sheet 80 mm thick 3.2 Roofing steel sheet bolted to metalic structure 150 mm 3.1 Steel beam system: I shaped 100x100*

3.00

1.95

1.02

3.00

1.22 0.90

+3.00 1th Floor

1.5 Concrete slab 150 mm with electrowelded wire mesh and fiberglass (for low cracking) 1.4 Polyethylene draining membrane 0.15 mmwire 1.5 Concrete slab 150 mm with electrowelded mesh and fiberglass (for low cracking) 1.4 Polyethylene draining membrane 0.15 mm 1.3 Layer of sand 51 mm for humidity reduction 1.3 Layer of sand 51 mm for humidity reduction 1.2 Layer of fine gravel 100 mm for water absorption 1.2 Layer of fine gravel 100 mm for water absorp+0.00 1.1 Stable and dense ground, compacted Ground Floor tion 0.4 Concrete barrier confining interior layers, with 1.1 Stable and dense ground, compacted toughseal to both inner and outer face of upstands

0.15

0.42

0.25 0.70

3.00

2.85

0.31

3.00

2.80

2.75

3.00

0.3 Slab of lean concrete 50 mm with waterpoof sheet 0.2 Stable and dense ground, compacted 0.1 Outline of foundation to column beyond

0.4 Concrete barrier confining interior layers, with toughseal to both inner and outer face of upstands 0.3 Slab of lean concrete 50 mm with waterpoof sheet 0.2 Stable and dense ground, compacted 0.1 Outline of foundation to column beyond

FIG. 18 DETAIL OF STRUCTURE, PRIVATE TERRACES AND APARTMENTS

FIG. 18 AUTHOR: JJML

0.90

0.15

+15.00 5th Floor 0.11

1.95 15.00 1.84

3.00

4.5 Plant holder, metallic or wooden , 10 cm thick 4.4 Sustrate, vegetal medium 40 mm 4.3 Drainage system plaques Daondren 10 mm 4.1 Waterproofing system, outdoor quality, layer 4 mm

0.90

+12.00 4th Floor

0.15

0.15 1.95

3.00

3.5 Modular facade, made of terracota cilinders, with movable modules 3.4 Metallic handrail of brushed aluminium 3.3 Wooden deck for facade maintenance 3.2 Metalic frames for deck support (10 mm profile) 3.1 Substructure for facade : T profile 10X10

1.95 0.90

+9.00 3th Floor

3.00

0.15

1.95 15.00

0.90

3.00

0.15 0.90

+6.00 2th Floor

0.15

0.25 0.70

FIG. 20 DETAIL OF FACADE

3.00

0.90

1.95

3.00

0.15

0.90

+3.00 1th Floor

0.15

2.00

0.42

1.95

0.30

3.00

3.00 3.00

0.90

2.5 Wooden deck 2.4 Steel supporting substructure for exterior deck, welded 2.3 Sikatherm waterproof sheet 80 mm thick 2.2 Roofing steel sheet bolted to metalic structure 150 mm 2.1 Steel beam system: I shaped UPN 100 1.3 Steel structure bracing: L angles 2.5 x 19 1.2 Steel structure beams: C channels 12 x 20.7 1.1 Steel strucure columns: I shaped IPN 80

0.15

1.95 15.00

3.00

FIG. 19 DETAIL OF STRUCTURE WITH GARDEN FIG. 19-21 AUTHOR: JJML

FIG. 21 DETAIL OF GARDEN MODULE

02 NYC SKY CONDO

FIG. 1 BUILDING FROM HIGH LINE

LOCATION: NEW YORK, UNITES STATES OF AMERICA TYPE: ACADEMIC WORK: TEAM (VIRIDINA NEGRETE AND ALE FERREYRO) ROLE: DESIGNER (DIAGRAMS, DETAILS, RENDERS) LEVEL: 3 YEAR (BACHELOR) DATE: APRIL 2015 SUPERVISOR: ARQ. KAREN HINOJOSA (khinojosa@itesm.mx) DESCRIPTION We didn’t want an invasive building, that’s why our proposal extended the sidewalk

FIG. 2 SITE PLAN

for the pedestrians; this gave more social space for the community, engaging the people to come inside the plaza and begin to explore the cultural and recreational experiences offered by the building. The context played a big role in the formal language, we proposed a conventional steel structure to blend the form with the ones of the existing buildings around. After deciding the structure, we wanted to continue with a non-invasive form, we didn’t want the people coming from the High Line to feel overwhelmed by it, that’s why we opted to stagger the whole mass. Following

Extrusion

Offset

Farm space

Fan

Grid

Lighten

the structure, we decided to place the apartments most apart from the direct solar exposure; on the other hand, the farm was located in the area directly exposed to the

Frames

HL connection

sun. Finally, the core shows the whole function of the building and how it feed itself to then feed everyone else. Contribution: My team and I came up with the whole concept design. They were mostly in charge of the explanation of the concept. I focused on the sections, lifecycle diagram, and renders. I also did the detail and isometric views.

FIG. 3 DIAGRAMS | INTENTIONS FIG. 1-2 AUTHOR: JJML FIG. 3 AUTHOR: VIRIDIANA NEGRETE

FIG. 4 EXPLODED ISOMETRIC

36 m2

18 m2

24 m2

FIG. 5 APARTMENT TYPOLOGIES

12 Glazed skin and

structural frames

11 Circulation 10 Level 1 lab 7 apartments

9 Level 7

1 lab 7 apartments

8 Level

2 lab 8 apartments

7 Level 1 lab 9 apartments

6 Level 1 lab 10 apartments

5 Level 5

2 labs 9 apartments

4 Level

1 APARTMENTS

2 labs 9 apartments

2 COMMUNITY GARDEN

3 CIRCULATION

4 LABS

5 FARM

6 CORE

FIG. 6 TYPICAL FLOOR PLAN

3 Level 2 labs 9 apartments

2 Level Art galleries Classrooms

1 Level Local green market

01 01

0 Level

01 PLANT HOLDERS 02 STRUCTURE 03 CARTELAS

Public space Art park

2 03

Green house Vertical farm Community garden Apartments Personal garden Labs Water tank Art gallery Commercial

Services Circulation

FIG. 4,6,7 AUTHOR: JJML FIG. 5 AUTHOR: ALE FERREYRO

FIG. 7 ISOMETRIC- STRUCTURE & FACADE

1. The water, coming from the Hudson river, is treated and collected in a tank.

2. The water is distributed to the fish tank and irrigates the plants through piping.

FIG. 7 INDOOR FARMS AND LOBBY

FIG.9 SECTION IN PERSPECTIVE: DYNAMICS

FIG. 8 ROOFTOP GREENHOUSE

3. The fishes in the tank produce waste that acts as fertilizer for the plants.

4. The waste of the animals on the fifth floor also serves as fertilizer.

Life cycle of the building

5. The animals and fishes are used as products in the local market.

6. The plants produce food for the neighborhs and market.

7. The users take care of the farm and community garden.

8. The garden produces fresh air for the whole complex.

9. The waste form the apartements is used as biowaste to produce energy.

10. The whole building is supported by the activity of tourism and life coming from the High Line.

FIG. 7,9 AUTHOR: JJML FIG.8 A FERREYRO

01 CARTELAS 02 METALLIC COLUMNS 03 SLABS 04 ASSEMBLY

4.00

3.6 Plant holder made of corten steel 3.5 Sustrate, vegetal medium 80 mm 3.4 Drainage system plaques Daondren 25 mm 3.3 Thermal insulation Sikatherm model 40 mm 3.2 Waterproofing system, outdoor quality 3.1 Geotextil layer and vapour 3.6 Plant holder made of corten steel barrier 1 mm 3.5 Sustrate, vegetal medium 80 mm 3.4 Drainage system plaques Daondren 25 mm 3.3 Thermal insulation Sikatherm model 40 mm 3.2 Waterproofing system, outdoor2.6 quality, mm Waterbolted supply4system, 3.1 Geotextil layer and vapour barrier 1 mmvia dripping irrigation 2.5 Drainage system 2.4 Structural cartelas, 2 2.6 Water supply system, irrigationmvia dripping wide, holding planting 2.5 Drainage system system 2.4 Structural cartelas, 2 m wide, holding planting system 2.3planter Concrete sit, cast in situ 2.3 Concrete sit, cast in situ along the 4.00 along the planter 2.2 Corten steel plant pot/holder, with respective layers 2.2 Corten steel plant pot/ 2.1Steel grating (80 cm wide) 30 x 30 holder, with respective layers 2.1 Steel grating (80 cm wide) 30 x 30 1.7 Finished floor (solid wood flooring) 1.6 Flexible tile adhesive 1.5 Heating system through loose undertile cable 1.4 Thermal insulation boards 1.7 Finished floor (solid wood 1.3 Insulation barrier 1.2 Vapour barrier flooring) 1.1 Concrete slab with wire mesh, L12 1.6 TM Flexible tile adhesive Top & Bottom 50 mm cover, Lap1.545Heating mm at system splices through loose undertile cable 1.4 Thermal insulation boards 1.3 Insulation barrier 1.2 Vapour barrier 1.1 Concrete slab with wire mesh, L12 TM Top & Bottom 50 mm cover, Lap 45 mm at splices

0.40

0.94

0.40

0.93

0.40

1.70

0.93

0.40

0.80

0.70

0.50

2.00

4.00

FIG. 10 EXPLODED ISOMETRIC

FIG. 11 FACADE DETAIL

FIG.10-11AUTHOR: JJML

Direction to Uspenski

Connection to park

Plaza for Palace Hotel

Visual to White Cathedral

Link with art street

FIG. 0 URBAN INTENTIONS

GUGGENHEIM HELSINKI LOCATION: HELSINKI, FINLAND TYPE: ACADEMIC WORK: INDIVIDUAL WORK ROLE: DESIGNER (DIAGRAMS,TECHNOCAL DRAWINGS, RENDERS) LEVEL: 3 YEAR (BACHELOR) DATE: AUGUST-DECEMBER 2014 SUPERVISOR: PIRJO SENAKSENAHO (pirjo.sanaksenaho@aalto.fi) DESCRIPTION Museums nowadays don’t just mean knowledge and reverence towards art, but a

FIG. 1 IMPORTANT SIGHTS AND HEIGHTS

more socially interactive space where people can learn about each other. In this case, the museum’s character is greatly dictated by its monumentality, making it easier for people to identify it. By rendering it as an identifiable city point, the intention is to bring people with different backgrounds together. The design creates a connection between the park with the sea, without forgetting about the city and the harbor. In such way, people can easily flow through the building and appreciate the city in different ways. “Noisy quiet” becomes present since the beginning: its monumentality might appear distracting at once but as one gets closer its quietness and adaptation to the context are more evident. Currently, it is necessary for museums to provide unique experiences- it isn’t a luxury to afford. Through the use of fragmentation and sequences, people will get immersed in the museum without forgetting the world outside. Contribution: Individual work.

16 FIG. 0-1 AUTHOR: JJML

FIG. 2 DESIGN PROCESS

DIRECTIONS RELATIONS

MASSES

VOLUMETRICS

SCALE MODEL

ACCESS

VOLUMETRIC TRANSFORMATION

Extrusion

Subtraction

INTERIOR PERSPECTIVE

Direction

Fluidity

Centrality

Slope

Promenade

Connection

INTENTIONS

17 FIG. 2 AUTHOR: JJML

Public zones Mezzanine Exhibition area Horizontal circulation Vertical circulation

FIG. 3 CONCEPTUAL VIEW OF BUILDING

FIG. 4 SITE PLAN & LATERAL FACADE

18 FIG. 3-4 AUTHOR: JJML

FIG. 5 EXTERIOR SPACE

FIG. 6 TRANSVERSAL SECTION & BACK FACADE

19 FIG. 5-6 AUTHOR: JJML

FIG. 7 INTERIOR LOBBY

FIG. 9 THIRD FLOOR

FIG. 8 BRIDGES

FIG. 10 SECOND FLOOR

FIG. 11 FIRST FLOOR

FIG. 12 GROUND FLOOR FIG. 13 MAIN FACADE

20 FIG. 7-13 AUTHOR: JJML

30 MM TILE KOLUMBA BRICK 20 MM JOINTS STAINLESS-STEEL ANCHOR 50/40 MM STAINLESS STEEL RHS STAINLESS STEEL ELEVATED MOUNTING ADJUSTABLE POLYUERTHANE SEAL CONCRETE SLAB 30 CM THERMAL INSULATION 15 CM FAUX CEILING

14 MM CAVITY + 2 X 6 MM DOUBLE GLAZING 12 MM TOUGHENED GLASS LATTICE BRICK WALL KOLUMBA BRICK STAINLESS STEEL FRAME COLOR SILVER TRANSVERSAL ALUMINIUM TUBE 160X60

KOLUBA BRICK 60 X 10 CM STEEL SUPPORTERS STAINLESS STEEL MASONRY ANCHOR L ANGLE WELDED STEEL FLATS THERMAL INSULATION 15 CM REINFORCED CONCRETE WALL METAL PLAQUE ACCESS DOOR

FIG. 14 FACADE DETAIL

21 FIG. 14 AUTHOR: JJML

FIG. 1 CONTEXT

FIG. 2 SITE ANALYSIS

THE HUB Located in

LOCATION: CHICAGO, UNITES STATES OF AMERICA Chicago’s loop TYPE: ACADEMIC WORK: TEAM (ROGER ALMAGUER & HUGO OZUNA) ROLE: DESIGNER (DIAGRAMS AND DETAILS) LEVEL: 4 YEAR (BACHELOR) DATE: SEPTEMBER 2015 Actual context SUPERVISOR: ARQ. JUAN CARLOS LOPEZ AMADOR (jcla@itesm.mx)

Two separate plots

Divided by the subway

Volumes according to neighboors

Creation of hub in between

Integration of curtain wall

DESCRIPTION Chicago saw the origins of the skyscraper. The city has been hosting different iconic skyscrapers, it has witnessed the rise of different theories and architects that left their legacy on their buildings as Mies Van der Rohe and SOM. Now, we pretend to give a continuation to the skyscraper evolution, predicting the new path such typology could follow. Moving away from unrealistic designs of towers that can levitate from the ground or walk like something out of a science

Volume repetition, creating terraces

Filling the void in between

Social hub to connect people

fiction movie, our proposal is about connection. Contemplating the free urban space between buildings, the street represents a great opportunity to bring everyone closer. The Hub tower pretends to be the next step on skyscraper’s evolution; it takes key characteristics from previous buildings that were catalysts in their present time. But the main feature is in its “hub”, a third building located in the middle of the other two, which acts as a lobby for the city and letting people meet up in the sky. Contribution: I was in charge of the diagrams and post production of the renders (which were made by my teammates). I also developed the detail of the façade and the isometric view.

22 FIG. 3 INTENTION DIAGRAMS

FIG. 1 AUTHOR: ROGER ALMAGUER FIG. 2-3 AUTHOr: JJML

FIG. 4 AUTHOR: JJML/ROGER

FIG. 4 SECTION IN PERSPECTIVE

FIG. 5 VIEW FROM STREET 3.6 C CHANNEL FOR EXTERIOR FACADE 50 MM 3.5 ALUMINUM MULLIONS

0.48 1.06

3.4 EXTERIOR FACADE UNIT: DOUBLE

0.58

GLAZED WITH CLEAR GLAZED PANELS BOTH INSIDE AND OUTSIDE, SAFETY GLASS 3.3 INTERIOR FACADE UNIT: DOUBLE GLAZED WITH THERMAL PROTECTION AND MANUAL OPENING

5.00

3.2 SPANDREL UNIT: DOUBLE GLAZED

3.94

WITH OUTER GLAZED PANEL AND GREY COATED INNER PANEL 3.6 C channel for exterior facade 50 mm 3.1 INTERIOR INSULATION

3.5 Aluminum mullions 3.4 Exterior facade unit: double glazed with clear glazed panels both inside and outside, safety glass 3.3 Interior facade unit: double glazed with thermal protection and manual opening 3.2 Spandrel unit: double glazed with outer glazed panel and grey coated inner panel 3.1 Interior insulation

2.4 ACTIVE SHADING DEVICE SYSTEM

2.4 Active shading device HOT system AIR 2.3 METALLIC LOUVERS FOR

OUTPUT

0.48

2.3 Metallic louvers for hot air output 2.2 Metallic louvers for cool air intake 2.1 Steel grating (77 cm wide) 30 x 30 2.0 Steel beam of variable section, holding exterior facade, bolted

1.06 0.58

2.2 METALLIC LOUVERS FOR COOL AIR INTAKE

0.80 0.30

1.5 Finished flooring, wooden flooring 1.4 Floating flooring system, with respective insulation barrier 1.3 Thermal insulation layer 20 mm 1.2 Roofing steel sheet bolted to metalic structure 150 mm 1.1 Structural steel beam system: I shaped 100x100*, 300x 300*

2.1 STEEL GRATING (77 CM WIDE) 30 X 30 2.0 STEEL BEAM OF VARIABLE SECTION,

HOLDING EXTERIOR FACADE, 1.0 Suspended ceiling, with BOLTED prep for lighting and insulation barrier

5.00

1.5 FINISHED FLOORING, WOODEN FLOORING

3.94 3.64

1.4 FLOATING FLOORING SYSTEM, WITH RESPECTIVE INSULATION BARRIER 1.3 THERMAL INSULATION LAYER 20 MM 1.2 ROOFING STEEL SHEET BOLTED TO METALIC STRUCTURE 150 MM 1.1 STRUCTURAL STEEL BEAM SYSTEM: I SHAPED 10 30 CM

0.48 1.06 0.58

1.0 SUSPENDED CEILING, WITH PREP FOR

FIG. 6 ISOMETRIC FACADE

0.30

LIGHTING AND INSULATION BARRIER

FIG. 7 FACADE SECTION 5.00

3.94

FIG. 5 AUTHOR: ROGER ALMAGUER FIG. 6-7 AUTHOR: JJML 3.64

3.6 C CHANNEL FOR EXTERIOR FACADE 50 MM 3.5 ALUMINUM MULLIONS 3.4 EXTERIOR FACADE UNIT: DOUBLE GLAZED WITH CLEAR GLAZED PANELS BOTH INSIDE AND OUTSIDE, SAFETY GLASS 3.3 INTERIOR FACADE UNIT: DOUBLE GLAZED WITH THERMAL PROTECTION AND MANUAL OPENING 3.2 SPANDREL UNIT: DOUBLE GLAZED WITH OUTER GLAZED PANEL AND GREY COATED INNER PANEL 3.1 INTERIOR INSULATION

2.4 ACTIVE SHADING DEVICE SYSTEM 2.3 METALLIC LOUVERS FOR HOT AIR OUTPUT 2.2 METALLIC LOUVERS FOR COOL AIR INTAKE 2.1 STEEL GRATING (77 CM WIDE) 30 X 30 2.0 STEEL BEAM OF VARIABLE SECTION, HOLDING EXTERIOR FACADE, BOLTED

1.5 FINISHED FLOORING, WOODEN FLOORING 1.4 FLOATING FLOORING SYSTEM, WITH RESPECTIVE INSULATION BARRIER 1.3 THERMAL INSULATION LAYER 20 MM 1.2 ROOFING STEEL SHEET BOLTED TO METALIC STRUCTURE 150 MM 1.1 STRUCTURAL STEEL BEAM SYSTEM: I SHAPED 10 30 CM 1.0 SUSPENDED CEILING, WITH PREP

FIG. 8 FACADE DETAIL IN PERSPECTIVE

FOR LIGHTING AND INSULATION BARRIER

25 FIG. 8 AUTHOR: JJML

FIG. 1 VIEW OF PLAZA

FIG. 2 GREEN ROOF

PLAZA 401 LOCATION: TYPE: WORK: ROLE:

MONTERREY, NUEVO LEÓN ACADEMIC TEAM (SANCHEZ, VARELA, TOUSSAINT) DESIGNER AND MEP MODEL ( RENDERS, TECHNICAL

DRAWINGS)

LEVEL: 3 YEAR (BACHELOR) DATE: JANUARY- MAY 2015 SUPERVISOR: ARQ. ADRIANNA MARCHETTI (adriana.diaz@itesm.mx) DESCRIPTION The mixed used complex didn’t involve a complex design process whatsoever. Instead, the main objective of the exercise was to fully develop the MEP installations for the building, so a regular and simple U configuration was used. The lower levels were destined for commercial uses and defining the service areas that would give the installations an easy flow,

2.00°

10.67 m

4.50 m

10.00 m

H 10.00 m

I 10.00 m

8.27 m

9.99 m

7.11 m

110.55 m

FIG. 3 GROUND FLOOR PLAN Pedro Martinez

19.15 m

the structure was designed: reinforced concrete was used for the columns,

AR-COR-01

E. H.

11 Local 5

Local 6

Local 7

Local 8

Local 9

Local 10

Local 11

Local 12

10.00 m

Local 4

Baños

10.00 m

10 10.00 m

Local 14 s

8 48

Eugenio Garza Sada

PENDIENTE 8%

Local 15 47

7 40

10.00 m

PENDIENTE 8%

10.00 m

NPT 0.15 39

10.00 m

5 9

Recepción

7 23

Lobby Baños

Cafeteria

Sala de juntas Oficina privada

3 Baños

ELE s

Cocina

ELE

H. E. SB HVAC

2 8.54 m

NPT 0.15

0.90 m

10.00 m

Oficinas express

10.00 m

charge of. I also developed the landscape and renders.

BGN 0.00

10.00 m

to develop a specific floor plan. The ones shown here are the ones I was in

10.00 m

Contribution: The design was a team effort. However, each one of us had

Local 16

10.00 m

6 NPT 0.00

8.54 m

public spaces of the complex.

Local 3

Local 13

SUBE A NA BAJA A S1

10.00 m

tary system, and the last one was the electric/illumination design for the

Local 2

10.00 m

a constant cooling system. The final stage had to do with the hydro-sani-

11 Local 1

1 AR-COR-01

127.68 m

proposal: offices required variable cooling meanwhile commerce needed

9.10 m

and steel girders as well as joists. The next stage consisted on the HVAC

LP. .LP 11.05°

the tower for offices, both of them connected through a green roof. After

L.P.

0.03 NPT C1 1 : 400

FIG. 1-3 AUTHOR: JJML

0 1

Difusores de inyección de 400 CFM DE 10 X 10"

2.38

2.95

3 1 1 1

3, Oficina 2 3, Privado 3 3, Privado 2 3, Privado 4

1200 CFM 300 CFM 600 CFM 400 CFM

INNES INNES INNES INNES

CFO CFO CFO CFO CFO

2.10

1.932"ø

UE- 3,12 3.0TR E.1

"ø 1/8

2 1 4

3, Area común 3, Privado 1 3,2"øOficina 3

1000 CFM INNES CFO 600 CFM INNES CFO 800 CFM INNES CFO Sala de juntas

12.13

1 1/2"ø

18 "x1 2"

12" ø

1 400

3.18

1 400

1 16 "x1 400 0" 1 400

3.11

4.57 1 500

1 1/8 5/8 "ø "ø 18 "x1 2"

12" ø

2"ø

16 "x1 0"

1 2"ø 400

4 1000

3/8 "ø

0.92

12" ø

5/8 "ø

3/4"ø

12" ø

UE- 3,17 1.0TR 1

5 1200

1.89

3/4"ø hidraúlica de cobre 1 1/2 ø

ELE

1.62

to novaPDF printer (http://www.novapdf.com) 1.00

1.00

0.06 NPT OF2 15.00 m

2.07

3/4"ø

1.38

2.21

2.29

2.21

1.38 1.21

2.38

2.95

1.10

2 1

1 1

3 5 5 4 4

4 6 3 1 2

CFM

3/4"ø

3.02

Marca Modelo 1/2"ø

1 1/2"ø

800 CFM 800 CFM 800 CFM 4.21 800 CFM 1200 CFM 400 CFM 800 CFM 400 CFM

INNES CFO I INNES CFO

4, Oficina 3 4, Oficina 4 4, Oficina 2 4, Sala de juntas 1 4, Area común

800 CFM 1200 CFM 1200 CFM 1000 CFM 1000 CFM

INNES INNES INNES INNES INNES

2"ø SB 1 1/

CFO CFO CFO 0.42 CFO CFO CFO

CFO CFO CFO CFO CFO

BAJA Descripción ALIMENTACIÓN DE AGUA POTABLE Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R01024X24" 9.99 Difusor Tipo Placa: CFO a R010- 24X24" 28.27 a R010- 24X24" Difusor Tipo Placa: CFO 8.27 Difusor Tipo Placa: CFO a R010- 24X24" 10X10" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" 10X10" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24"

N A CADA 1.50 MTS. METERSE A LA PRUEBA HIDROSTÁTICA CARGANDO LA TUBERÍA A 120 PSI DURANTE UN TIEMPO DE 24 HRS A SATISFACCIÓN DE LA SUPERVICIÓN

3.15

1.46

UBICACION Av. Eugenio Garza Sada en la esquina con Av. Eugenio Garza en la esquina con PedroPedro Martinez y M.Sada Rincón Martinez y M. Rincón EQUIPO DE TRABAJO:

EQUIPO DEArq. TRABAJO: 1139172 Ana Maria de la Cruz

Annette Ortiz Melissa Toussaint

1138877

Arq. Adriana Díaz Marchetti

Annette Ortiz José Varela 1.851139172 1190611 Javier Montemayor 1138877 1175489 Melissa Toussaint José Varela 1190611 Javier Montemayor 1175489

7.27 Arq. Ana Maria de la Cruz Arq. Adriana Díaz Marchetti

2"ø

2 1/ 2" ø

2"ø

1.63

3.91

AA-PL-07

IN-DR-04

Plano Drenaje Sanitario Planta Tipo FIG.9 ELECTRICAL 0

LUMINARIAS Y UBICACIÓN

TIPOS DE LUMINARIAS

1S Luminaria lineal fluorescente Phillips Day-Brite de uso rudo de 96 watts, 127 volts

1P Luminaria lineal fluorescente empotrada TRU Groove Continua de Phillips Ledalite 127 volts

Escala As indicated

1L Luminaria lineal fluorescente suspendida Phillips Ledalite Chopstisk 54 watts, 127 1B Luminaria LED en spot suspendido Phillips Lightolier 50 watts, 127 volts

1C Luminaria empotrada en muro Phillips Sconce LytePro 16 LED 40 watts, 127 volts

ø 1/2"

NOTAS SIMBOLOGÍA CONCENTRACIÓN DE MEDIDORES CM-01 AUTO SOPORTADO100% NEUTRO, PARA 10 SERVICIOS Y OPERAR EN 220/127 VOLTS. TABLERO DE DISTRIBUCION DE EMERGENCIA, TRIFASICO 3F, 4H, 60Hz, 220/127 VOLTS TABLERO DE DISTRIBUCION GENERAL, TRIFASICO 3F, 4H, 60Hz, 220/127 VOLTS TRANSFORMADOR TIPO PEDESTAL TRIFASICO 13200-220/127V, CAPACIDAD 750 KVA. TABLERO DE TRANSFERENCIA AUTOMATICA 220/127 VOLTS GENERADOR DIESEL O PLANTA DE EMERGENCIA DE 100KW, TRIFASICO, 220/127V TANQUE DE DIESEL DE USO DIARIO CON CAPACIDAD DE 187 GAL. PARA 8 HORAS TRAYECTORIA DE CABLE ARMADO DE ALUMINIO TIPO MC CALIBRE INDICADO EN PLANOS TABLERO DE ÁREAS COMUNES TABLERO DE EMERGENCIA DE ÁREAS COMUNES TABLEROS DE ÁREAS RENTABLES

0.92

2 1/ 2" ø

1- TODA LA INSTALACIÓN DEBE 2- ACOTACIONES Y NIVELES EN 3- ANTES DE EJECUTAR CUALQ 4- EL CONTRATISTA QUE EJEC PARA CONSTRUCCIÓN. 5- LOS TABLEROS DE ALUMBRA MEDIDOS AL PAÑO SUPERIOR D 6- TODOS LOS EQUIPOS Y TAB APROBADA PARA CONSTRUCC 7- TODAS LAS PUERTAS DE AC "PELIGRO ALTA TENSION ELECT 8- VERIFICAR LAS DIMENSIONE MEDIANTE MEDICION DIRECTA 9- EL CUARTO ELECTRICO DEB SEGUN EL ARTICULO 450-45 DE DE LA OBRA CIVIL

A M J J

ISOMETRÍA DE INSTALACIÓN HIDRÁULICA EN PLANTA TIPO 1 Descripción

Cantidad (m)

FIG.10 STRUCTURE MODULES

Tubería de PVC de 1/2Ø para red hidrosanitaria Tubería de PVC de 3/4Ø para red hidrosanitaria Tubería de PVC de 2 1/2Ø para red hidrosanitaria

100 m lineales 80 m lineales 50 m lineales

PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

FIG. 11 LATERAL FACADES FIG. 8 FACADE DETAIL IN PERSPECTIVE FIG.11 AUTHOR: JJML

in c la s a d e -B

9.99

Plano de HVAC Instalaciones en Oficinas tipo

Escala

0 2"ø

ø 1/2"

1.16

UBICACIÓN

Iluminación en planta oficina Tipo 2 Escala 1:200

CADA VÁLVULA INSTALADA ONES SON ESQUEMÁTICAS, LA POSICIÓN SE VERIFICA EN CAMPO. CRUCE DE INSTALACIONES CON LAYOUT ESTRUCTURAL CON EL FIN DE APROBBAR TRAYECTORIAS TALARSE CUANDO SEA LA PROGRAMACION DE LOS COLADOS DE LAS AREAS PARA EVITAR FILTRACIONES Y HUMEDAD. DEBERAN SER DEL S=1.0% VC CED.40 Y CONEXIONES DWV MCA. CHARLOTTE

2.38

2 1/2"ø

COLUMNA DE AGUA DE 4'' Ø (SUBE ALIMENTACIÓN HIDRÁULICA PRESIÓN REGULADA A NIVEL SUPERIOR EN 2 1/2'' Ø) DISTRIBUCIÓN DEL NIVEL DE 2 1/2'' Ø

2"ø

1.92

1.06

UE- 3,16 3.0TR 1

06 CORTE DE INSTALACION HIDRÁULICA EN ESCUSADOS 4

3/4"ø

Isometría de Oficina Tipo 2 Paseo 701 Escala 1:200

HVAC

2.10

0.28

1.17 2.03

1.52

2"ø

INNES INNES INNES INNES INNES INNES

Sube OP de Tablero de Areas Comunes a Planta tipo de oficinas

3.66

0.50 1.30 3.20 1 400

3/4"ø

4, Sala de juntas 3 4, Sala de juntas 2 4, Privado 4 0.43 0.43 4, Privado 5 4, Oficina 1 10.00 4, Privado 2 L 4, Privado 1 6.50 4, Privado 3

3/4"

0.50

0.360.38 1.10

12" ø

REJILLAS DE INYECCION / RETORNO - OFICINA 4 Ubicación

1.21

Sala de juntas

2.38

" 12 "x8

1 400

1.24

1 1 1 1 4 1

4.21

1/2"

ELE

0.93

IE-ILU-04

1.26 0.69 1.00

2.51

10 05

1.21 1.07

0.49

3 3 3 3 5 1

1 1/2"ø

16.26

1.00 0.81

2.55

10.00

Baños 2A

Cantid ad

1L Tubería

0" 16"x1

0" 18"x1

0.81

Sala de juntas

Cocineta

de 1 1/2'' ø CED 40

Clave

1/2"ø

1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30

1 1/2"ø

1.67

1.08

" 14 "x8

12" ø

5 1200

1 500

2"ø

FIG.8 HYDRAULIC

? ? ? ?

12"x8"

16"x10"

1.02 14" ø

" 14 "x8

"ø 2 1/2"ø 1 1/8 "ø UE3,15 5/8 2.5TR 1 12" ø

16 "x1 0"

12" ø

20 m

1.05 ? ? ? ?

1.24

100 m lineales 80 m lineales OP 50 m lineales Tapón de PVC

CFO CFO CFO CFO

5/8"ø 3/8"ø

12"x8"

1.24

UE- 3,18 4.0TR 1

1 5/8"ø SB 18 "x1 2"

UE- 3,19 4.0TR 1

3/8"ø8"ø 5/

0" 18"x1

1.08

12" ø

1.24

4 2 3

1000 CFM INNES 1200 CFM INNES 1200 CFM10.00 INNES 500 CFM INNES Oficinas

16"x10"

0.51 3.33

1 1/8"ø 5/8"ø 1 1/8"ø 5/8"ø 1 1/8"ø 5/8"ø

1 1/8"ø 5/8"ø

5/8"ø 3/8"ø

12"x8"

18"x10"

16"x10"

12"x8"

18 "x1 0"

UE- 3,13 3.0TR 1

HVAC

1/2"ø

1.89

1.06

3, Sala de juntas 2H 3, Oficina 1 3,10.00 Sala de juntas 1 1.05 0.90 3, Cocina

Cantidad (m)

Codo de PVC de 90°x 1 1/2'' ø CED 40

16"x10"

12" ø

2"ø

1.58

5 1

1 4 1 1

2.32

1 1/2"ø

3.48

18 "x1 0"

BAJA Descripción ALIMENTACIÓN DE AGUA POTABLE Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" 0.42 Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" 10X10" 24X24" Difusor Tipo Placa: CFO a R010I J Difusor Tipo Placa: CFO a R010- 24X24" 8.27 Difusor Tipo Placa: CFO a R010- 24X24" H 9.99 Difusor Tipo Placa: CFO a R010- 24X24" Oficinas 12X12" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24" Difusor Tipo Placa: CFO a R010- 24X24"

1.68

2"ø

0.41

1 400

12" ø "x1 0"

0" 16"x1

1.78

1.58

2A8" 16

0.90

Mod elo

2.93

0.94

FIG.7 SANITARY

N HIDRÁULICA ITORIO

12 "x

14 "x

UE- 3,21 2.5TR 1

12" ø

0.80

5 0 2 1

ISOMETRÍA DE RED GENERAL DE INSTALACIÓN SANITARIA Y VENTILACIÓN EN PLANTA TIPO 1

0.06 NPT OF2 15.00 m

2"ø

5 1200

2.27

1.03

14" ø

UE-3,11 1.0TR 1 " 12 "x8

2"ø

3.90

10,800 m2 28384.15 m2 1773 m2

7.00

1.14 1.27

? ?

4G 5

16 "x1 0"

REJILLAS DE INYECCIÓN / RETORNO - OFICINA 3 Claveen ad Ubicación Iluinación planta Oficina Tipo 1 CFM Marca 04 1:200 RED GENERAL DE INSTALACIÓN Escala 5 6 3, Oficina 4EN PLANTA 1200 TIPO CFM INNES HIDRÁULICA 1

6.51

bería de PVC de 2Ø para drenaje sanitario bería de PVC de 3Ø para drenaje sanitario bería de PVC de 4Ø para drenaje sanitario

1 300

1 400

12" ø

3/4"ø

? ? ?

Descripción

" 12 "x8

1.63

m2 de Terreno

11,102.7 m2 51,812.6 m2 2,220.5 m2

3.33

1.24 1.89

1 500

5/8 3/8 "ø "ø

Sube 12" deø Tablero de " "x8

1 300

400

3/4"ø

7.27

Requerimientos COS 75% CUS 3.5 % CAV 15 %

0.78

2.39 Isometria

Cantid

20.00

16 "x1 0"

1 400

Escala 1 : 400 1.88 2.28 3.02

25.00

0.07 NPT OF3

OP1

UE- 3,22 2.5TR 1

1.35

1.78

Oficina

UE- 4,07 4.0TR 1

0.20 0.09 1.25

Plafón

3/8"ø 5 1200

2.29

14" ø

2.83

Reducción concéntrica

5/8"ø

12"x18" 1 400

" 12 "x8 UE- 3,08 12" ø 1.0TR 1

Datos del Terreno 1.85

12.72

5/8 "ø 3/8 "ø

2.27

Oficina

10"x18" 1 400

3/4"ø 0

14 "x

0.29

PASEO 701

14" ø

1.03

1.00

2.23

R18"x12"

1 400

1 500

FIG.6 HVAC ISOMETRIC

- No se tomaran cotas a escala de este plano. - Las cotas son a paños. Requerimientos m2 de Terreno - Este plano debera verificarse con los correspondientes de instalaciones y estructurales. (Cualquier discrepancia debera 10,800 m2 COS 75% 11,102.7 consuktarse con la direccion de la obra).m2 - El contratista rectificara en el lugar de la obra, antes de ejecutar, CUS 3.5 % 28384.15 m2 51,812.6 m2 las dimensiones y niveles indicados en este plano, debiendo CAV someter15 a la% dirección de la obra cualquier 1773 2,220.5 m2 diferencia que hubiera, 7.27m2 asi como la interpretación que de el propio contratista a este dibujo. - Todos los acabados señalados en este plano deberan ejecutarse de acuerdo a las especificaciones correspondientes. -BGN especificado en plano.

1 400

5/8 3/8 "ø "ø

"ø 1 1/88"ø 5/

1.24

1.03 1.47

1 1/8 5/8 "ø "ø

1.12

de retorno 00 CFM 4 X 24"

12" ø 10"x16"

2.07

- Niveles del en metros. Datos Terreno

"ø 1 1/88"ø 5/

UE- 3,02 1.0TR 1

Areas Comunes a Planos Estructurales Sala Planta tipodedejuntas oficinas Losa Comercios 16 "x1 0"

1 400

Corte con especificaciones de luminarias Escala 1:100 ESPECIFICAIONES GENERALES

11.84

1139172 Arq. Ana Maria de la Cruz 1138877 Oficinas Arq. Adrina Díaz Marchetti 2.28 4.53 1190611 16.30 1175489

UE- 3,04 4.0TR "ø 1 1 1/8 "ø 5/8

Lum Phi

Cuarto de s

- Acotaciones en metros.

0.42

1.06

2.88

18 "x1 2"

0.93

1.35

2.38

12" ø

" 12 "x8

18 "x1 2"

UE- 3,09 4.0TR 1

5/8"ø 3/8"ø

4.21

1.54

CACIÓN

1 400

3.37

5 1200

3.25

0.50 0.91

0.68 0.91

8"x12"

ELE

0.43

EST - LOS - 02

UE- 3,05 4.0TR 1

UE- 3,07 4.0TR 1

18 "x1 2"

1 400

1.21

1.20 0.99

Cocineta

6.83

1.62

1P 1B

18 "x1 2"

1 400

18 "x1 0"

1 400

1.00 1.00

1.25

04 IN-HI-040.08 NPT OF4

1 400

12" ø

18 "x1 0"

18 "x1 2"

1.68

Baños 2A

Sala de juntas

12" ø

16 "x1 0"

ELE

1.16

10.00

18 "x1 0" 12" ø

1.33

10.00

1 400

16 "x1 0"

18 "x1 0"

2.93

20.00

1 400

16 "x1 0"

400

5/8 1 1/8 "ø "ø

Annette Ortiz Melissa Toussaint 1.20 José Varela Javier Montemayor

0.43

1 1/8 "ø 5/8 "ø

cuadrado visto en planta (la primera cota indica la dimensión del 14" X 12"enDucto - Acotaciones metros. ducto mostrado, la segunda indica la dimensión no mostrada) LED en spot Luminaria lineal fluorescente empotrada Luminaria empotrada en - NivelesLuminaria en metros. Ducto redondo flexible . La cota indica el diámetro del ducto mostrado suspendido Phillips Lightolier TRU Groove Continua de Phillips muro Phillips Sconce en cualquiera sus vistas) - No se tomaran cotas adeescala de este plano. Ledalite 54 watts LytePro 16 LED 40 watts T 50 watts Termostato - Las cotas son a paños. 1 Indica el número de rejilla Sanitario Sanitario Escaleras de emergencia - Este plano400debera con los correspondientes Pasillo de de servicio Indica elverificarse flujo de aire en CFM EU-1A Unidad evaporadora (Cualquier discrepancia debera instalaciones y estructurales. consuktarse con la direccion de la obra). 1/2"ø - El contratista rectificara en el lugar de la obra, antes de ejecutar, 2 1/2"ø REFERENCIAS las dimensiones y niveles indicados en este plano, debiendo someter a la dirección de la obra cualquier diferencia que hubiera, asi como la interpretación que de el propio contratista a COLUMNA este DE AGUA DE 4'' Ø (SUBE ALIMENTACIÓN HIDRÁULICA dibujo. PRESIÓN REGULADA A NIVEL SUPERIOR EN 2 1/2'' Ø) DISTRIBUCIÓN DEL NIVEL DE 2 1/2'' Ø - Todos los acabados señalados en este plano deberan ejecutarse de acuerdo a las especificaciones correspondientes. -BGN especificado en plano.

BAJA ALIMENTACIÓN DE AGUA POTABLE

L1 1/2"ø

6.50

4.21

Ductos de inyección 3/4"ø

Tubería de refrigerante

EQUIPO DE TRABAJO:

2.27

12 "x

5 1200

3.15

OP 0.06 NPT OF2 15.00

10.00

14" ø

UE- 3,01 2.5TR 1

0.50

Privado

12 "x

12" ø

1.02

Difusores de retorno de 1000 CFM DE 24 X 24"

" 12 "x8

0" 18 "x1

3.35

Oficina

Viene ducto de inyección para oficina

UE- 3,17 1.0TR 1

1 400

0.81 UC- 3,03 8.0TR UC- 3,04 3 10.0TR UC- 3,06 3 8.0TR 3

0.83

Oficina

UE- 3,18 4.0TR 1

1 400

8" 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 16 "x1 1

12.09 Oficinas

4 1000

2 1/2"ø

UC-4,02 UC-4,01 10.0TR 10.0TR 3 3

4.24

1.90

UC- 3,01 10.0TR UC- 3,02 10.0TR 3 3

5/8 3/8 "ø "ø 12 "x

0" 16"x1

UE- 4,03 1.0TR 1

12"x8"

Ducto cuadrado de inyección en vista de corte 9.99 Ducto cuadrado de retorno en vista de corte

UC-4,07 UC-4,06 UC-4,05 UC-4,04 UC-4,03 8.0TR 8.0TR 10.0TR 10.0TR 8.0TR 3 3 3 3 3

1 1/2"ø

14" ø

Oficinas

12" ø

8"x14"

1 1/8"ø 5/8"ø

1/2"ø

0.66 0.21

1.06

9.99 Pedro Martinez y M. Rincón

8.27

12" ø

Rejillas y difusores

ESPECIFICAIONES GENERALES

1.05

9.99

1.22

38.27

9.99

1 400

UE- 4,01 2.0TR 1

2 400

12"x8"

5 1200

3 800

1/2"ø

05 IN-HI-04

1 1/8"ø 5/8"ø

1.88

8.27

14"x8"

1 1/8"ø 5/8"ø

1 400

1.00

10.00 Difusores de inyección de 400 CFM DE 10 X 10"

UE- 3,19 4.0TR 1

K5/8"ø

2"ø

2.83

RED GENERAL DE INSTALACIÓN HIDRÁULICA EN PLANTA TIPO 1

20.00 12" ø

12" ø

1 1/8"ø

2"ø

12" ø

UBICACION: FIG.5 HVAC Av. Eugenio Garza Sada en la esquina con

BAJA J ALIMENTACIÓN DE AGUA POTABLE

10.00

1.09

1 400

2"ø

2.27

10.00

2.20

5 1200

12" ø

8.27

SIMBOLOGIA 1175489

Equipos HVAC

8.27 28.27

3 800

0.76

0.07 NPT OF3 1 : 200

0.93

12" ø

1 400

0.25 1.34

12" ø

5/8"ø 3/8"ø

3.20

0.64 0.67

1 500

14" ø

4 1000

0.26

1/2"ø

1.22

Oficinas

0.07 NPT OF3

1.02

NAT -1.20

0.42

CACIÓN

14"x8"

1 400

Dibujó: Javier Montemayor

1.12

14" ø

0.90

UE- 4,23 2.5TR 1

1 500

5/8"ø 3/8"ø

4 IE-ILU-04

1 400

12"x8"

1 400

12" ø

1 1/8"ø 5/8"ø

12" ø

0.78

8.27

FIG.4 STRUCTURE

1 500

14" ø

2"ø

4 1000

1.80

28.27

03 IN-HI-04 10.00

14"x8"

3/4"ø

UE- 4,02 2"ø 2.0TR 1

1 400

12"x8"

1 400

16"x10"

18"x10"

1 1/8"ø 5/8"ø

5/8"ø 3/8"ø

-1.33

1 400

18"x12"

1 400

1 1/8"ø 5/8"ø

5/8"ø 3/8"ø

ø NPT12"20.00 16"x10"

NAT 18"x10"

1 400

UE- 4,04 4.0TR 1

1 400 UE- 4,08 2.0TR 1 2"ø

2"ø

NPT 20.00

12"x8"

18"x12"

10.00

1 400

1.02

12" ø

3 800

1 400

UE-4,05 4.0TR 1

5 1200

1 400

12"x8"

12" ø

4"ø

UE- 4,09 4.0TR 1

Planta de ubicación Oficina Tipo 2 7.49 Escala 1:500

14" ø

1 500

1 400

12"x8"

1 400

16"x10"

0.51

12"x8"

2 400

14" ø

12" ø

1 400

CATEDRA ITESM - TTQ Enero - Mayo 2015

AA-PL-07

5 1200

1.90

UE- 4,16 2.0TR 1

UE- 4,22 2.5TR 1

UE- 4,11 2.0TR 1

3 800

0.50

1 1/8"ø 5/8"ø

1 500

14"x8"

18"x12"

10.00

06 12"x8" 2 IN-HI-04 400

12" ø

1 400

5/8"ø 3/8"ø

1 500

16"x10"

1 400

12" ø

1 400

18"x10"

UE- 4, 06 4.0TR 1

12" ø

18"x10"

12" ø

18"x12"

1.30

12"x8" 12"x8"

2 800

11.00

3 800

4"ø

16"x10"

1 400

1 400 12" ø

5 1200

1 400

18"x12"

2"ø

1 400

4 1000 UE- 4,15 2.5TR 1

12" ø

400 2"ø

5/8"ø 3/8"ø

2"ø

18"x10"

1 400

UE- 4,07 4.0TR 1

1 400

12" ø

12"x8"

1 1/8"ø 5/8"ø

12"x8"

1 400

UE- 4,12 3.0TR 1

12" ø 1 400

12" ø 18"x12"

16"x10"

1 400

Paseo 701

12"x8"

UE- 4,18 1.0TR 1

UE4,17 4"ø 1.0TR 1

12" ø

5 1200

5/8"ø 3/8"ø

UE- 4,10 4.0TR 1

1.03

1 400

12" ø

1 400

1.54

UC- 3,07 UC- 3,06 UC- 3,05 UC- 3,04 UC- 3,03 8.0TR 8.0TR 10.0TR 10.0TR 8.0TR 3 3 3 3 3

10.00

2 1%

18"x10"

UE- 4,13 3.0TR 1

UE- 4,19 4.0TR 1

1 400

3 800

1 400

16"x10"

18"x12" 12" ø

12"x8"

1 400

5/8"ø 3/8"ø

18"x10"

UE- 4,14 3.0TR 1

1 400

1.02

1 400

NAT -1.06

16"x10"

10.00

Planta de ubicación Oficina Tipo 1 Escala 1:500

UC- 3,02 UC- 3,01 10.0TR 10.0TR 3 3

2.85

12"x8"

10.00

NPT 20.00

1 4"ø

1 400

5 1200

12" ø

0.94

10.00

1 1/8"ø 5/8"ø

10.00

0.79 0.37 0.83

2"ø

1 400

3 IE-ILU-04

Tapón registro

12" ø

5 1200

30.00

12"x8"

s.v.

1.45

18"x12"

1 1/8"ø 5/8"ø

s.v.

0.35

s.v.

1 500

14"x8"

14" ø

1 400

C4 1% Joist Girder 1.03 36BG 10N 26.6KN

4 1000

UE- 4,20 4.0TR 1

1 400

12"x8"

14"ø 500

18"x10"

s.v.

2"ø

UE- 4,21 4.0TR 1

10.00

12" ø

5 1200

12" ø

1 400

3 800

1 400

16"x10"

1.22

UE- 3,01 2.5TR 1

s.v.

UE- 3,03 1.0TR 2"ø 1

12" ø

16"x10"

NAT -1.04

12" ø

5 1200

1 400

0.86

2.82

12" ø

1 400

16"x10"

2"ø

16"x10"

10.00

s.v.

NAT -0.99 11.60 1/8"ø 5/8"ø

1 1/8"ø 5/8"ø

12"x8"

UE- 3,02 1.0TR 1 1 400

4 1000

1 400 12"x8"

1 400

C3NPT 20.00

1 400

0.61

0.81

NPT 20.00

0.77

500

12"x8" 1 400

16"x10"

18"x10"

400

C3 s.v.

4"ø 1 14" ø

1 400

s.v. 1

1 1/8"ø 5/8"ø

2"ø

14" ø

UE- 3,04 4.0TR 1

1 400

16"x10"

12" ø

1 400 18"x12"

16"x10"

1 400

5 5 1200

5/8"ø 3/8"ø

0.92

14"x8"

10.00

0.49 0.54 0.41

1 1/8"ø 5/8"ø

5/8"ø 3/8"ø

14" ø

18"x12"

1 400

1.09

1 500

18"x10"

s.v.

2"ø

1 1/8"ø 5/8"ø

12"x8"

1 400

12" ø 5 1200

6.51

1 500

s.v. 14" ø

UE- 3,22 2.5TR 1

5/8"ø 3/8"ø

12"x8"

1 400

9.99

5 1200

12" ø

1 400

NAT -0.98

1 1/8"ø 5/8"ø

5/8"ø 3/8"ø

2"ø UE- 3,08 1.0TR 1

V8 de 3/8 @20 cms. Momentos s.v. negativos

14"x8"

1 500

18"x10"

2"ø 12" ø

300

0 300

UE- 3,05 4.0TR 1

8.27

NPT 20.00 16"x10"

1 400

12" ø

18"x12"

5 1200

1 400

10.00

REFERENCIAS H 04

5 1200

12" ø

12"x8"

12" ø

1 400

18"x10" 2"ø

s.v.

UE- 3,09 4.0TR 1

1 1/8"ø 5/8"ø

14"x8"

12"x8"

0.82

14" ø

300

2 600

12" ø

18"x12"

1 400

18"x10"

12" ø

1 400

0.80

1 500

5/8"ø 3/8"ø

4 1000

s.v.

UE-3,11 1.0TR 1

1.22

UE- 3,21 2.5TR 1

16"x10"

1 NAT 400-0.94 K

2"ø3, 06 UE4.0TR 1

1 400

10.00

400

NAT -0.95 18"x12"

8"ø "ø

12" ø

Viga Joist 18HL07 s.v. m. 9.99 1 1

1 300

5/8"ø 3/8"ø

1 400

NPT 20.00

s.v. J

8.27 12"x6" 12" ø 1@1.00

38.27

12" ø

18"x10"

1 1/8"ø 5/8"ø

2 400

3 800

12" ø

NPT 20.00

5 1200 16"x10"

C4 1

UE- 3,07 4.0TR 1

1 1/8"ø 5/8"ø

1 400

10.0012"x8" D

5/8"ø 3/8"ø

1 400

18"x12"

1 400

12"x8"

1 400 12"x8"

2.24

1 1/8"ø 5/8"ø

UE- 3,18 4.0TR 1

0.83

18"x12"

16"x10"

UE- 3,12 3.0TR 1 D

12" ø 18"x12"

1 400

5 1200 12"x8"

16"x10"

18"x10" D

16"x10"

800

1 400

UE- 3,10 4.0TR 1

1.00

1 400 12" ø

5 1200

5/8"ø 3/8"ø

1 400

10.00

12"x8" EST - DE - 01 3

12" ø

UE- 3,13 3.0TR 1 5/8"ø 3/8"ø

3 800

1 400

12"x8"

5/8"ø 3/8"ø

5 1200

1.00

1 400

12" ø

1.00 18"x10"

18"x10"

3 800

10 7

1 1/8"ø 5/8"ø

1 400

5/8"ø 3/8"ø

UE- 3, 14 3.0TR 1

UE- 3,19 4.0TR 1

"x12"

5 1200 16"x10"

UE- 3,20 4.0TR 1

1 400

5/8"ø 3/8"ø

2.97

5 1200 18"x12"

4.57

0.50

1.56

0.94

1.41

NAT -0.90

2.41

6.51

16"x10"

9.99

12"x8"

8.27

NPT 20.00

4.57

3.15

10.00

NOMENCLATURAS NPT. NIVEL DE PISO TERMINADO NLBT. NIVEL LECHO BAJO TUBO TR. TAPON REGISTRO 2C. JUEGO DE CODOS

2.40

Sistema Losacero Lamina Galvanizada Cal. 24 espesor de 10 cms. F'c = 250 Malla electrosolada 6x6 / 6-6

TUBERÍA PVC SANITARIO CED. 40 MCA. CHARLOTTE ENTERRADO DESCARGA SANITRIA TUBERÍA PVC SANITARIO CED. 40 MCA. CHARLOTTE SOPORTADO VENTILACIÓN SENTIDO DE PENDIENTE AL S=1.0%

1.30

18"x10"

44.77

1.10

NAT -0.86

5/8"ø 3/8"ø

NPT 20.00 I

1 1/8"ø 5/8"ø

20.93

0.50

0.83

4.57 1.10

2"ø

12.12

Joist Girder 36BG 10N 26.6KN

SIMBOLOGIA

0.7

0.85

2.55

2.68

18"x10"

1.45

14"x8"

0.35

F'c= 200 Kg/cm2. - El RecubrimeintoNPTLibre 15.00 de: *ZapatasNATy-1.20 contrarastres sera de 7cms. *Pedestales de 5 cms. *Columnas, Losas y Vigas 3 cms. *Cerramientos y Castillos 2cms. Los recubrimientos deberan ser verificados antes y durante el 7.49 0.87 4.25 colado. - El tamaño maximo de Agregado sera de 19 mm. - Se usara Acero de Refuerzo con resistencia F'y: 4200 Kg/cm. DNG-B-294 Controlado el Esfuerzo Minimo de Fluencia al 1.94 8.39 4.24 corrugado y al doblado. H J K - Longitud de Traslapes sera de 40, salvoI donde se indique otra medida. NPT 20.00 -10.00 Todos los Dobleces de varillas se haran alrededor de un perno NAT -1.17 10.00 8.27 9.99 6.51 con diametro de 8 veces el de la varilla. 44.77 -No se debera Traslapar mas del 50 % del refuerzo en una misma G H I J K L seccion. - El Relleno se colocara bajo Firmes sera de 30 cms. con tierra inerte compactada en dos capas de 15 cms cada una. La compactacion al 95 % Prueba Proctor. 10.00 10.00 8.27 9.99 6.51 - La Humedad de Relleno Debera ser Optima segun COLUMNA DRENAJE SANITARIO DE 4'' Ø recomendaciones del Laboratorio. COLUMNA DE VENTILA DE 2" Ø - La capacidad de Carga del Suelo considerada en el diseño sera qA= 1.50 Kg/cm2. - Acotaciones y Niveles en metros.

4"ø

NAT -1.06

4"ø 1.03

0.61

NPT 15.00

2.74

Tapón registro

0.80

2"ø

0.96

2"ø

1.88

NAT -0.99

Viga Joist 18HL07 1@1.00 m.

1.09

1% 0.38 0.80

0.77

NPT 15.00

s.v.

ESPECIFICACIONES GENERALES - En Zapatas, Pedestales, Columnas y Losas se usara concreto

1.22

s.v.

2"ø

0.94

s.v.

1.00

s.v.

2"ø

C1 C1 Joist Girder 36BG 10N 26.6KN

s.v. C2

4"ø

1.00

1.22

V8 de 3/8 @20 cms. Momentos negativos

2"ø

s.v.

0.81

s.v.

1.00

0.82

2"ø 2"ø

s.v.

0.83

PORTFOLIO JAVIER JAIR MONTEMAYOR LEOS jj_2@live.com.mx (+52) 81 1908 1869 student number: 4781988