SELECTED WORKS JAVIER MONTEMAYOR
Javier Jair Montemayor Leos MSc Building Technology & Architect From Mexico, currently based in The Netherlands
CONTACT javier.montemayor.leos@gmail.com +52 1 811 908 1869
*All of the images shown were produced by the author (design & representation), unless an * indicates a collaboration
INDEX FACADE REVERSE LOGISTICS MASTER RESEARCH THESIS
THE L-WORKSHOP SOCIAL DESIGN LAB
STRATEGIES FOR INCREMENTAL HOUSING HONOURS RESEARCH PROJECT
ESCAMILLA SOCIAL HOUSING FINAL BACHELOR PROJECT
GLASS PAVILION
GLASS STRUCTURE DESIGN
UNITY TOWERS
INTEGRAL DESIGN
NYC CONDO
COMPETITION
PORTFOLIO
CIRCULAR BUILDINGS
RL
LEGISLATION + DESIGNERS
SOCIETY
Future vision of circularity
FACADE REVERSE LOGISTICS MASTER RESEARCH THESIS
The current research analyses the existing supply chain applied to a specific architectural product: a window wall facade. A product and strategy redesign is proposed to facilitate a reverse logistics RL process. A framework is also designed, organizing the RL process, as well as a theoretical basis for DfRL, Design for Reverse Logistics. An application of both formats is performed in a specific case, the CITG building facade panel, and an eventual design exercise is made. A universal office building is proposed, a configuration that will allow interchangeability between products. 4 | JJML
1 FRL
BUILDING
1
DECONSTRUCTION
2
COLLECTION
3
INSPECTION & SORTING
1970’s
FACADE 2020
2035
2050
4 RE-LIFE OPTION
Graphical representation of the RL process: 4 Basic Steps to revalue facade products
5 | JJML
PORTFOLIO
From current literature and interviews, the framework was designed: a template to be filled by expert views & perspectives.
Template Framework for RL Application, showcasing the 4 Basic steps
Recycling of metals is not enough | “Scrap Metal in Junkyard in Germany, 1923�
6 | JJML
Recycling as “least bad� | “Scrap Metal in Junkyard in Germany, 1923�
1 FRL
Deconstruction ( Step 1) Technical Process
Facade to be revalued
SUN SHADING REMOVAL
SEPARATION OF ELEMENTS
UNITIZED PANEL DISMOUNTED
ACCESSIBILITY
ALU. CAPS TEARED DOWN
DIMENSIONS
FUNCTIONAL LAYERS DEMOLISHED
STEEL COLUMN UNSCREWED
CONNECTIONS & INTERFACES
INFORMATION AVAILABILITY
PRODUCED BY AN AUTODESK STUDENT VERSION
DfRL assessment
SLAB
MAIN RIGID
I
3.13
WOODEN EPDM SILICONE SEALS PANEL
1.65
Accessible from outside
Destructive media functional layers
Connections easily accessible
Panel too big to handle
3.13
Panel can be dismounted
Connection by interface Unrecoverable components nailed
Identification with tag
I
Evaluation of first (of four) step: Deconstruction
7 | JJML
1.65
I
3.13
CED BY AN AUTODESK STUDENT VERSION
EXTERNAL SHADING
I
PORTFOLIO
Taking the lessons learned from the theoretical assessment, strategies for product design are proposed.
Base module allowing for balcony extensions
Recycling scenario
8 | JJML
Base module with interface variation
Remanufacturing scenario
And how would the product flow considering the 2 scenarios? Recycling vs remanufacturing.
TOP: Product solutions reflecting the theoretical findings & assessments BOTTOM: Geographical assessment for the facade product
1 FRL
Base module & Double module
Variations
Endless possibilities of facades accommodating RL in their design
9 | JJML
PORTFOLIO
Layering as main design concept, ordering the spatial strategies
THE L-WORKSHOP SOCIAL DESIGN LAB
SWAT is a studio that connects design with society in a tangible way. A specific place was addressed, Amersfoort in the Netherlands, and an analysis on-site revealed some of the needs of the city centre. It was found the neighbours needed public spaces that served the community, and that were flexible enough to accommodate activities both in summer and winter. The L-workshop is conceived as a layered building with different microclimates, highly appropriable by the users. The different spaces served as a puzzle to accommodate the diverse program and the thermal conditions needed. Optimization was also needed to define a roof that captured the most sun exposure for energy production. 10 | JJML
2 L-WORKSHOP
URBAN FARM
GENERAL MAP
PETIT CONCERTS
URBAN FARM (ROOFTOP)
PETIT CONCERTS
SHAKESPEARE IN THE PARK
HAMMOCK IN THE SKY WITH PLANTS
HAMMOCK IN THE SKY WITH PLANTS
SHAKESPEARE IN THE PARK
OPEN AIR GYM
ART & MUSIC THERAPY
ART & MUSIC THERAPY
OPEN AIR GYM
MEDITATION TIPIS
MEDITATION TIPIS PLAYGROUND
PLAYGROUND SOLID FOREST
SOUND FOREST
FISH MARKET SOUNDS
BUTTERFLY SANCTUARY
FISH MARKET SOUNDS
BUTTERFLY SANCTUARY
MUSIC LANE
HERB’S GARDEN
HERB’S GARDENS
MUSIC LANE
MASTER PLAN
INSPIRATION | WINTER
INSPIRATION | SUMMER
Layers, defined by people, define the space
11 | JJML
6: URBAN FOREST (before)
PORTFOLIO
Interviews with the locals and some visits shed light on the necessities of the neighbours. 6: URBAN FOREST (after)
before
urban jungle
3: ART & MUSIC THERAPY (before)
after CLEANING MATERIAL PROPERTIES ENVIRONMENTAL BENEFITS
INCREASED CARBON ABSORPTION
IMPROVED AIR QUALITY
SOCIAL BENEFITS
BIODIVERSITY ENRICHMENT
SPIRITUAL GROWTH
FEELGOOD FACTOR
JOE’S INTRODUCED, HELLO OUTLINE OF THE PLAN
3: ART & MUSIC THERAPY (after)
before
IDEOGRAM, STAINED PLAN W OR THE GRAYSCALED EXPE
social greenhouse (the chosen one!)
after Possible urban interventions to develop further ENVIRONMENTAL BENEFITS 12 | JJML
CARBON NEUTRALITY
BIODIVERSITY ENRICHMENT
SOCIAL BENEFITS
EFFICIENT WATER USE
INTERGENERATIONAL INTERACTION
CREATIVITY
FEELGOOD FACTOR
EDUCATION
3
2 L-WORKSHOP 2
4
COVER
1
SH STRUCTURE & FIRST LAYER
OW
CR
EAT
E
SHOW (2 & 3 LAYER)
CREATE (2 & 3 LAYER)
BE
INS
PIR
ED EN
INSPIRE & GARDEN (2 & 3 LAYER)
E
CR
SE
D AR TG
Levels & layers | Program
The inside & outside of the social greenhouse/workshop
13 | JJML
PORTFOLIO 1 LAYER UPPER FACADE EFTE CUSHIONS (3 LAYERS)
WIND + WATER
1 LAYER LOWER FACADE SINGLE GLAZING PIVOT + CURTAINS
LOBBY FACADE
LOBBY SECRET GARDEN
1 LAYER UPPER FACADE EFTE CUSHIONS (3 LAYERS)
WIND + WATER
MURAL FACADE
TEMPERATURE
2 LAYER INTERMEDIATE
SHOW
SINGLE WITH PATTERNS + CURTAINS
CREATION
STREET INSPIRATION
Exploration of different facade exptions 14 | JJML
PRODUCED BY AN AUTODESK STUDENT VERSION
2 L-WORKSHOP
1.Structural foundation, reinforced concrete 1. Structural foundation, reinforced concrete 2.Steel frame, 15 cm height (web), 10 cm width (flange) 2. Steel frame,slab, 15 cm height 3.Existing concrete 10 cm thick(web), 10 cm width (flange) 4.Concrete underfill for proper levelling, 1 cm 5.Expanded cork rigid insulation, 3. Existing concrete slab, 105 cm cm thick 6.Floor finishing, recycled timber, 1 cm 4. Concrete underfill for proper levelling, 1 cm 7.Concrete support to receive pivot glass system 5. Greensulate rigid insulation, 5 cm 8.L-shape metallic profile 9.EPDM waterproof membrane 6. Floor finishing, recycled timber, 1 cm 10.Aluminium railing receiving pivot door system 7. Concrete support to Lift receive pivot glass system 11.Sliding door system SL 179 and Slide System, Solarlux 8. L-shape a.Railing and metallic thermic profile curtains (options: opaque or transparent) 9. EPDM waterproof membrane
23 22 21 20
10. Aluminium railing receiving 12.Metallic frame system, PTR profiles pivot door system 13.L-shape metallic connectors, attached to , 11. Sliding doorprofile systemand SL 179 Lift and Slide System main frame system Solarlux 14.Dense mineral wool (fire-stopping) between steel 11.1. Railing and thermic curtains (options: elements opaque or transparent) 15.1.8 cm corrugated polycarbonate sheet faรงade, or fibrecement sheet 12.profile, Metallic frame 16.Lid base seal system, and capPTR sealprofiles for EFTE holding in place13. L-shape metallic profile and connectors, 17.EFTEattached membrane, to cushion main frame system 18.Pipe for air distribution of EFTE panels, 5 cm radius. 14. Dense mineral wool (fire-stopping) between a.Flexible pipe from main pipe to cushion steel elements 19.Operable metallic grill/louvres for ventilation, (summer 15. 1.8 cm corrugated polycarbonate sheet comfort)
19
18 17
faรงade, or fibre-cement sheet
20.EPDM waterproof membrane 16. Lid profile, base seal and cap seal for EFTE 21.Custom metallic profile for water collection holding in place 22.PV system, thin-film cells, dark coloured 17. EFTE membrane, cushion 23.Metallic fixing system based in L-shapes and clips to main 18. system Pipe for air distribution of EFTE panels, 5 cm farming 24.Lid radius. profile, base seal and cap seal for EFTE holding in place a.Flexible pipe from main pipe to cushion 25.EFTE membrane, cushion 19. Operable metallic grill/louvres for ventilation, 26.Pipe for air distribution of EFTE panels, 5 cm radius. (summer comfort) a.Flexible pipe from main pipe to cushion
17 16
15 14 13 12
11.1 11 10 9 8 7
6 5 4
27.Metallic grill (transition, inside) 20. EPDM waterproofoutside, membrane 28.Concrete support to receive sliding glass wall system 21. Custom metallic profile for water collection 29.Glass sliding panels or polycarbonate, transparent. 22.glazing PV system, thin-film cells,e-coating dark coloured Single and low-emittance for major solar gain 23. andMetallic low heatfixing loss system based in L-shapes and 30.Dense (fire-stopping) between steel clipsmineral to main wool farming system elements 24. Lid profile, base seal and cap seal for EFTE 31.I-beam, main steel structural system holding in place 32.Railing for extra layers 25. EFTE membrane, cushion (options: opaque or 33.Railing and thermic curtains transparent) 26. Pipe for air distribution of EFTE panels, 5 cm 34.Acoustic ceiling, mineral fibre and insulated with mineral radius. wool a.Flexible from main pipe to cushion 35.Concrete underfillpipe for proper levelling, 1 cm 36.Expanded cork rigid insulation, 5 cm 37.Floor finishing, grill recycled timber,outside, 1 cm inside) 27. Metallic (transition, 38.Metallic rail, 5 cm thickness 28. Concrete support to receive sliding glass wall 39.Ceiling system based in circular steel profiles system 40.Fabric ceiling system (operable for summer comfort) 29. Glass sliding panels or polycarbonate,
41.Multimedia screenSingle panels, slidingand low-emittance transparent. glazing 42.Steele-coating stud farming filled gain with mineral wool for system major solar and low heat loss 30. Dense mineral wool (fire-stopping) between
43.Concrete wall steel elements 44.Metallic frame system, PTR profiles 31. I-beam, steel(fire-stopping) structural system 45.Dense mineralmain wool between steel elements 32. Railing for extra layers 46.1.8 cm corrugated polycarbonate sheet faรงade, or fibre33. Railing and thermic curtains (options: opaque cement sheet 47.Metallic rail 48.Opaque/transparent screen panels, sliding. Art/patterns on display towards the street
3 2 1
Details of envelope & layers
15 | JJML
PRODUCED BY AN AUTODESK STUDENT VERSION
PORTFOLIO
STRATEGIES FOR INCREMENTAL HOUSING HONOURS RESEARCH PROJECT
Regulations on credits do not allow families to apply to social housing in Latin America. Because of the lack of support from the local authorities, the families are forced to self-build or build by their own, completing a house according to their financial situation, or ‘incremental housing’. Having a standardized process and using a co-production process involving crucial stakeholders is relevant, addressing the informality of such sector. The aim of this research was to design a management strategy to render participatory incremental houses in a feasible way, taking 5 study cases from Mexico and the Netherlands.
16 | JJML
3 INCREMENTAL HOUSING
RIGHT Overall process is organized in a framework, allowing comparison between the different case studies
O
CONNECTION MATERIAL SUPPLIERS
CHECK REQUIREMENTS
PROJECT & ENGINEERING
ANALYSIS
PROJECT DEVELOPMENT
CONSTRUCTION
FEEDBACK & DECISION
PARTICIPATION POSSIBILITY
THIRD PARTY CONSTRUCTS
TECHNICAL ASSITANCE
O EVALUATION
TOOL
TOP I Vivienda emergente by Techo II Casa Caja by Comunidad Vivex III Quinta Monroy by Elemental IV Tiny House by Alieke and Pieter V Oosterwold by MVRDV. House by bureau SLA and bureau Zakenmaker
STATEMENT: WHAT I HAVE
STATEMENT: WHAT I WANT
OPERATION
FEEDBACK USE
O
ORGANIZATION BENEFICIARIES ARCH & ENG
IDENTIFICATION OF BENEFICIARY
ARCH & EXECUTIVE DESIGN
PROVISION OF MATERIALS & CONSTRUCTON
USE
SUPPLIERS
17 | JJML
PORTFOLIO
MEXICO VIVEX
TECHO
ENGINEERING
T
T
V
T
DESIGN
ANALYSIS
START OF RESEARCH
OPERATION
CONSTRUCTION
ROUND TABLE
DISCUSSIONS DECISIONS PLANS
V
V
T
ANALYSIS
ACTION
EVALUATION
CONSTRUCTION
RESULTS PROGRESS EVALUATION
IDENTIFICATION OF BENEFICIARY
V
TECHNICAL ASSITANCE & MATERIALS
PROJECT
DESIGN
CONSTRUCTION
PARTICIPATION ARCH & EXECUTIVE
SELF-CONSTRUCTION ASSISTANCE DURING PROCESS PROVISION OF MATERIALS
PROJECT DEVELOPMENT
INFORMAL RELATION
OPERATION
MATERIAL MANAGEMENT
INPUT
MUNICIPALITY
T
V
TECHO (NGO)
VIVEX(NGO)
BENEFICIARIES
BENEFICIARIES
VOLUNTEERS
ARCH & ENG SUPPLIERS
SUPPLIERS
V. Emergente by Techo
Casa Caja by Vivex
THE NETHERLANDS
TINY HOUSES SUPERVISES
O
MVRDV’S MASTER PLAN
WORKSHOPS
O FEEDBACK FROM COMMITTEE
1 OPTION: THIRD PARTY BUILDER
ATTENTION TO ISSUES
ANALYSIS SESSIONS
PARTICIPATION
DESIGN CRITIQUE
DECISIONS INTEGRAL PROJECT
CONSTRUCTION
OPERATION
DECISIONS
MEETINGS
CONSTRUCTION
DIALOGUE MUNICIPALITY
2 OPTION: SELF BUILDING
O
OOSTERWOLD
BENEFICIARIES DESIGNERS & ENGINEERS
SUPPLIERS HOUSE ASSOCIATION
Tiny houses by Alieke & Pieter
TINY HOUSES
1 OPTION: THIRD PARTY BUILDER
MUNICIPALITY CALL & EVALUATION
CASUAL LINK
ANALYSIS THE CALL
ENTRY
DESIGN CRITIQUE
INTEGRAL PROJECT
CONSTRUCTION
MEETINGS
DIALOGUE
2 OPTION: SELF BUILDING (MOST COMMON)
OPERATION
DECISIONS
CONSTRUCTION
MUNICIPALITY BENEFICIARIES DESIGNERS &
ENGINEERS
SUPPLIERS
Oosterwold by MVRDV
18 | JJML
3 INCREMENTAL HOUSING 3 RULING CONCEPTS
ELEMENTAL ENGINEERING
E BENEFICIARIES SELECTION
***CREDITS READY
E
E
ANALYSIS
LABOUR & MATERIAL
PROJECT + ENGINEERING
TECHNICAL ASSITANCE
DESIGN
CONSTRUCTION
OPERATION
CONTRACTORS DEFINED SPECIFY INCLUDED PARTS
MAIN STRUCTURE IS MADE BY SPECIALIZED WORKERS WORKSHOPS ON MINOR WORKS
ASSISTANCE DURING PROCESS SOCIAL WORK
& BIDDING
PARTICIPATION
E
HABITATION
Incremental housing + self-building + co-production
MUNICIPALITY
E
ELEMENTAL (NGO) BENEFICIARIES VOLUNTEERS SUPPLIERS
Quinta Montero by Elemental
RESULT: Roadmap to a Structured Incremental Housing
19 | JJML
03
01 VENTILATED FA 09 STRU 02 ROOFTOP(HANG GAR
05
03 APARTMENTS 07 04 PRIVATE TERRA0 05 SERVICE CORE
08 08
PORTFOLIO
07
02
09
06
06 CIRCULATION
04
07 PUBLIC PLAZA 08 MARKET
03
09 STRUCTURE
(HANGING PLANT
08
07
01 09
FIG. 14 ISOME 09
01 09 05
02 01
04
05
03 04
02 ROOFTOP 06 GARDEN
FIG. 16 ROOFTOP GARDEN
03 APARTMENTS
06
04 PRIVATE TERRACES
03
08
FIG. 14 ISOMETRIC VIEW OF BUILDING 05 SERVICE CORES 07 06 CIRCULATION 09
05
07 PUBLIC PLAZA 01 VENTILATED FACADE 08 MARKET 02 ROOFTOP GARDEN 09 STRUCTURE 03PLANT APARTMENTS (HANGING POTS)
05
03
04
FIG. 16 ROOFTOP GARDENS
06 08
08
03 04
08
02 07
06
09
09 STRUCTURE
ESCAMILLA FLEXIBLE HOUSING
09
(HANGING PLANT POTS)
09 08
04 PRIVATE TERRACES
0105 SERVICE CORES 06 CIRCULATION 07 PUBLIC PLAZA 07 08 MARKET
07
03
05
01 VENTILATED FACADE
03
06 02 01
06
04
09
05
04
FIG. 14 ISOMETRIC VIEW OF BUILDING
09 01
07
FINAL BACHELOR PROJECT08
09
FIG. 15 EXPLODED ISOMETRIC FIG. 15 EXPLODED ISOMETRIC FIG. 17 GARDENS IN STRUCTU 14-17 AUTHOR: JJML The project presents two different stages. First, the proposal for a siteFIG. inside the university campus of ITESM was done, 07 FIG. 14-17 AUTHOR: JJML specifically an underused sports field. The situation had certain complexity because not only the existent context had 09 05 09
to be taken into account but also a new master plan proposed by Sasaki, an American firm. With this in mind, a new 04
arrangement came into being, with a fresh concept: to open up the gates of the university and make the field not FIG.only 16 ROOFTOP 06
for the students, but also for the community. Pocket parks were included, plazas and new paths that connected the 1503 EXPLODED ISOMETRIC 17 in GARDENS neighbors. The second stage had to FIG. do with the development of a building inside the masterFIG. plan, this caseINaSTRUCTURE prototype of a greenhouse/apartments destined for the workers of the campus. A main structure was defined as universal 09 FIG. 14-17 AUTHOR: 05 JJML space, and the building was set to one side to leave space for the greenery, in a way that users could benefit from them 04
and produce a community.
FIG. 16 ROOFTOP GARDENS
06
2003| JJML
08 05
04
07
(HANGING PLANT POTS)
01 09
4FIG. ESCAMILLA FLEXIBLE HOUSING 8 PROPOSED MASTER PLAN
ETRIC VIEW OF BUILDING
01 VENTILATED FACADE 02 ROOFTOP GARDEN 03 APARTMENTS 04 PRIVATE TERRACES 05 SERVICE CORES 06 CIRCULATION 07 PUBLIC PLAZA
FIG. 16 ROOFTOP GARDENS
08 MARKET 09 STRUCTURE
(HANGING PLANT POTS)
01
03
01 MAIN ACCESS 02 BEISBALL 03 SOCCER
03
04 FOOTBALL 05 PARKS 06 BUILDINGS
04
07 THEATER 06
FIG. 17 GARDENS IN STRUCTURE 03
9
05
08 CROPS
05 06
07 08
GARDENS
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
21 | JJML
7
PORTFOLIO
FIG. 11 GROUND FLOOR
FIG. 11 GROUND FLOOR
FIG. 12 TYPICAL FLOOR
FIG. 12 TYPI
FIG. 9 LOCATION OF BUILDING TO DEVELOP
G. 13 SECTION 1-1
8
FIG. 9-13 AUTHOR: JJM
FIG. 13 SECTION 1-1
1
FIG. 11 GROUND FLOOR
Transversal section & Plans
22 | JJML
4 ESCAMILLA FLEXIBLE HOUSING
11 GROUND ICAL FLOOR FLOOR
FIG. 12 TYPICAL FLOOR
01
FIG. 10 SECTION IN PERSPECTIVE OF BUILDING
JJML TION 1-1 FIG. 9-13 AUTHOR: ESCAMILLA FIELDS
FIG. 9-13 AUTHOR: JJML Prefabrication and standardization were prioritized to allow for different configurations
(FINAL PROJECT) LOCATION: TYPE: WORK: ROLE: LEVEL: DATE: SUPERVISOR:
FIG. 0 RENDER OF BUIDLING PROTOTYPE
NUEVO LEÓN, MEXICO ACADEMIC TEAM (ANA VIRGINA TREVIÑO AND PRISCILA ALAMILLA) DESIGNER (DIAGRAMS, TECHNICAL DRAWINGS, RENDERS) FINAL YEAR (BACHELOR) AUGUST-DECEMBER 2016 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
FIG. 1 SITE ANALYSIS & MAIN VIEWS
the gates of the university and make the field not only for the students, but also for 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. How-
1
ever 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. 12 TYPICAL FLOOR 4
Perspective of the main public space
FIG. 0-1 AUTHOR: JJML
23 | JJML
PORTFOLIO
A
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
B
E
F
+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
0.41
0.15
5.11 Wooden deck with supporting substructure 5.10 Fine gravel layer for absorption 50 mm
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
+9.00 3th Floor
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
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
Details of housing structure
10 24 | JJML
FIG. 18 AUTHOR: JJML
4 ESCAMILLA FLEXIBLE HOUSING
L
M
0.90
0.15
+15.00 5th Floor 0.11
1.95 15.00 1.84
3.00
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
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
Details of structure & envelopeFIG. 21 DETAIL OF GARDEN MODULE FIG. 19 DETAIL OF STRUCTURE WITH GARDEN
FIG. 19-21 AUTHOR: JJML
11 25 | JJML
PORTFOLIO
IN
A
PLINTH
M A
SOLID
XI S
FOLLOW THE CITY’S LANGUAGE
MULTIP
LE FUN
CTION S
SEQUENCE OF OPEN/ PASSAGE
GARDEN
ATRIUM ADAPTI
ON
PUBLIC PASSAGE
COMPACTNESS
SLENDERNESS
IS
IS
AS
PH
O
N
AX
TENSION
EM
OPENN E NEIGH SS TO BORHO OD
OPENN
ESS TO
EU
Concept development
UNITY TOWERS FAÇADE FAÇADE DESIGN
The project consisted on an interdisciplinary approach in which each member had to develop a discipline. My role was a façade designer and I need to respond to the architectural concept as well as the structural and climate ones. The designs reacted to the environment and different systems were explored. The plinth received a solid treatment with recovered stones, having a direct dialogue with its more neoclassical neighbours. The apartment tower features winter gardens that extend the social area in summer or protect it in winter. Balconies are also explored. The office tower envisions a unitized façade panel, with all of the systems integrated before being installed in situ. Building physics and structural feasibility were also assessed. 26 | JJML
5 UNITY TOWERS FACADE
Three different typologies to address: commercial, residential and office
Massing evolution
SYMBOLOGY Plinth P1 P2 Residences R1 R2 Offices O1 O2
27
27 | JJML
PORTFOLIO 1
4 6
FOLLOW CITY’S RULES
5
2
8
3
9 REGULARITY
SIMILAR RYTHM
TECTONIC P1 SIMILAR SOLIDITY
LIGHTNESS P2 COUNTERPART
1. Structural system 2. Thermal insulation: Mineral wool 3. Recycled stone: limestone 4. Structure system for cladding: aluminum 5. Triple glazing window 6. Metallic grating, 180 mm wide 7. Openable ventilation grill, steel 8. C-channel, functional frame, steel 9. Drainage channel, stainless steel
PRODUCED BY AN AUTODESK STUDENT VERSION
Facade solution for commercial0.96 plinth 0.10
1. Reinforced concrete elemen
0.86
2. Vapour barrier membrane 3. Thermal insulation 150 mm -
4. Water barrier, EPDM membra
0.07
0.20
5. Air layer, variable depth 22 21
0.70
8. Adjustable metallic clip
0.21
0.33
7. Ceramic point 9. Sigma Hidden Clip Fastener
10. Framing system following sh
0.15
11. T-profile 40/50 12. Nylon plug 13. Wall angle G/FG
0.04
14. Double glazing window, fix glass
a. Not operable in case o
b. Operable in case of oth
15. Steel stud system, filled with
16. Metallic grating, 180 mm w
0.09
17. Openable ventilation grill
18. C-channel, functional fram
1.69
0.89
0.92
0.15
19. Bonded membrane sealan 20. Solar shading blind
0.31
0.12 0.07
0.50
0.15
0.14
6 5 4 3 2
0.15
1
FLOORING
1. Metallic/wooden profile on e insulation support
0.18 0.60
4. Inferior support: Protective m humidity and fire
17 16 15
5. Adjustable support system fo
14
6. Heating system
18
0.43 0.26
22. Drainage channel, heated
3. Core board: Lightweight me format
28 | JJML
0.10
21. Lintel, jamb and base: clad sheet aluminum
2. Superior finish: Ceramic tiles
0.22
DETAILED SECTION SCALE 1:10
0.16
7 8 9 10 11 12 13
0.37
PRODUCED BY AN AUTODESK STUDENT VERSION
0.10
6. Recycled stone from demoli thicknesses (40-80 mm)
7. Mineral wool insulation: 100 m
8. Concrete topping layer: 50 m
9. Concrete hollow slab: 200 m
3
WINTER GARDEN
9 WINTER GARDEN
APARTMENT
5 UNITY TOWERS FAÇADE
R1
4
WINTER GARDENS
R2
BALCONIES
5
10
11
6
1&2
7
NOSE
1. Anchoring to structural slab 2. I-section fixed to slab by anchors 3. Thermal insulation 4. L-shape plate fixed 5. Steel framing system 6. Aluminum sandwich cover plate 7. PV system, thin-film cells, dark colored 8. Ventilation slot connected to the ceiling 9. Acoustic ceiling 10. Exterior glass wall, single glazing 11. Sliding glass doors, double glazing
Facade solution for apartment tower SCALE 1:5
PRODUCED BY AN AUTODESK STUDENT VERSION
0.02
0.
4 0.
16 17
0.50
0.10
0.12
0.35
0.15
08
0.10
DETAILED SECTION SCALE 1:10
0.18
0.
0.19
0.33
0.80
11
1.40 12 13 14 15
1.05
01 0 .0
0.19 0.10
1 2 3 4
5 6 7 8 9 10
0.30
0.16
0.22
11 11a
0.22
0.16
SCALE 1:5
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
F8
0.10 0.06
F7
0.08
0.08
1.05
F1 F2 F3 F4 F5 F6
0.19
29 | JJML
PORTFOLIO
1. Installation of PV system
7. Module moved in place | 8 M. fixed to the bottom bracket
2. Installation of insulation panel, behind PV system
9. Mineral wool filling in between building and module
3. Installation of optional ceiling, attached to main frame
10. Vertical gaskets placed in between modules (to the already installed
4. Mineral wool fill
11. Horizontal gaskets placed in between modules (to the already installed ones)
5. Anchors in place: two top and one bottom | 6. Module lifted
12. Interior gypsum board panel installation
Facade solution for office tower Process of assembly and installation envisioned for unitized panel
30 | JJML
5 UNITY TOWERS FAÇADE
0.16
0.03 0.03
F1 F2 F3 F4 F5 F6 F7 F8 F9
0.16
0.03
0.05
0.13
0.13
0.23
0.40
0.04 0.09 0.06
0.12
0.21 0.12
0.89
0.06 0.09 0.04
0.04
8
UNITIZED SYSTEM
0.16
10 11 12
0.32
0.37
0.80
0.20
A1 A2 A3 A3a A3b A4 A5 A6
0.28
1.05 0.33
0.20
1. Mineral wool filling in between the modules 2. System of mullions, extruded aluminum. Mineral wool filling in between the modules Female-female union type.System of mullions, extruded aluminum. Female-female union Rubber sealants a. Rubber sealants Filling of mineral wool in mullion space b. Filling of mineral wool in mullion space Steel structure system, based in C-channels Flat steel stiffener plate below 10 mm based in C-chan3. Steel structure system, laminated glass, double glazing with low E-coating nelsInsulated Ventilation opening, 1 cm along the module 4. Flat steelClear stiffener plateJointing below mm CRL Crystal EZ- Glaze Glass-Glass Strips:10 Varying Angles. Clear Polycarbonate Resin 5. Insulated laminated glass, double glazing PV panel system- Grey thin film cells GlassE-coat sheet 4mm with low ing PV film interlayer 6. Ventilation opening, 1 cm along the Back Metallic aluminum sheet module Thermal insulation 80 mm- Mineral wool substructure attached to main steel structure system 7. CRL Steel Crystal Clear EZ- Glaze Glass-Glass Mineral fibre ceiling panel, 2 mm thick, inclined Jointing Varying Angles. Clear PolyGypsumStrips: board interior sheet Mineral wool insulation carbonate Resin Water/vapour membrane 8. PV panel system- Grey thin film cells Metallicsheet L-profile (150X150 a. Glass 4mmmm) on edge of slab Superior finish: Ceramic tiles 600 x 600 format b. PVCore film interlayer board: Lightweight metallic frame 600 x 600 format c. Back aluminum sheet Inferior Metallic support: Protective membrane against humidity and fire Adjustable support system for raised floor 9. Thermal insulation 80 mm- Mineral wool a. Steel Mineralsubstructure wool insulation: 100 mmattached to main steel Concrete topping layer: 50 mm structure system Concrete hollow slab: 200 mm 10. Mineral fibre ceiling panel, 2 mm thick, Structural castellated beam inclined 11. Gypsum board interior sheet 12. Mineral wool insulation 13. Water/vapour membrane PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
M4
0.05
0.04
1 2 3 4 5 6
M3
0.05
M1 M2
Steel bracket- T section 30 cm
0.07 0.06
0.06
SCALE 1:5
Halfen channel HTA40/22 FLOORING Halfen bolt Typ 40/22
Plan washer DIN 125-A M16
Nut DINL-profile 934 M16 1. Metallic (150X150 mm) on edge OFFICE UNITIZED PANEL of slab DETAILED SECTION | 1:15 2. Superior finish: Ceramic tiles 600 x 600 PRODUCED BY AN AUTODESK STUDENT VERSION Metallic L-profile (150X150 mm) on edge of slab format Adjustable bolt (25 cm) and nut, for fixing of bottom moduleboard: Lightweight metallic frame 3. ofCore 600 x 600 format 4. Inferior support: Protective membrane UNITIZED SYSTEM against humidity and fire 1. Mineral wool filling in between the modules 2. System of mullions, extruded aluminum. Female-female union floor 5. Adjustable support system for raised type. 0.06 0.06 0.02 0.01 0.11 6. Heating system a. Rubber sealants b. Filling of mineral wool in mullion space 7. Mineral wool insulation: 100 mm 3. Steel structure system, based in C-channels 8. Concrete topping layer: 4. Flat steel stiffener plate below 10 mm 50 mm 5. Insulated laminated glass, double glazing with low E-coating 9. Concrete hollow slab: 200 mm 6. Ventilation opening, 1 cm along the module 10. Structural castellated beam 7. CRL Crystal Clear EZ- Glaze Glass-Glass Jointing Strips: Varying
PRODUCED BY AN AUTODESK STUDENT VERSION
5
0.11
Angles. Clear Polycarbonate Resin
0.12 0.27
0.03
0.16
0.26
0.03
0.28
3
M1 M2 M3 M4
8. PV panel system- Grey thin film cells
0.11
05
0.
03
0.
0.11
03
0.
0.02
07 0.
2 3
PRODUCED BY AN AUTODESK STUDENT VERSION
02 0.
8 9 10 11
OFFICE UNITIZED PANEL DETAILED CONNECTION | 1:10
A1 A2 A3 A3a A3b A4 A5 A6
MULLION a. Glass sheet 4mm b. PV film interlayer
c. Back Metallic aluminum sheet
PRODUCED BY AN AUTODESK STUDENT VERSION
0.14
0 0.
PRODUCED BY AN AUTODESK STUDENT VERSION
0.02
0.18
1. Glass support 9. Thermal insulation 80 mm- Mineral wool Steel substructure attached to main steel structure system 2. Splita.Transom 10. Mineral fibre ceiling panel, 2 mm thick, inclined 3. Gaskets 11. Gypsum board interior sheet 12. Mineral wool insulation 4. Thermal break 13. Water/vapour membrane FLOORING
ANCHORING 1. Metallic L-profile (150X150 mm) on edge of slab 2. Superior finish: Ceramic tiles 600 x 600 format
3. Core board: Lightweight metallic frame 600 x 600 format
1. Steel bracketT section cm 4. Inferior support: Protective membrane 30 against humidity and fire 5. Adjustable support system for raised floor 2. Halfen channel HTA40/22 6. Heating system 3. Halfen bolt Typ 40/22 7. Mineral wool insulation: 100 mm 8. Concrete toppingDIN layer: 50 mm c. Plan washer 125-A M16 9. Concrete hollow slab: 200 mm d. Nut DIN 934 M16 10. Structural castellated beam 4. Adjustable bolt, hexagon scree DIN 933 MULLION 1. Glass support 5. EPDM rubber gaskets 2. Split Transom 6. Neoprene plug 3. Gaskets 4. Thermal break 7. Metallic L-profile (150X150 mm) on edge ANCHORING of slab 1. Steel bracket- T section 30 cm 2. Halfen channelbolt HTA40/22 8. Adjustable (25 cm) and nut, for fixing 3. Halfen bolt Typ 40/22 of bottom of module a. Plan washer DIN 125-A M16 b. Nut DIN 934 M16
31 | JJML
PORTFOLIO
Glass pavilion on a cliff in Iceland
THE RIBBON GLASS DESIGN The brief was to design a glass pavilion made entirely of such material, in Iceland. We also thought it should be situated on the edge of a cliff. The exercise first consisted on the concept design, followed by a more detailed development. Details were drawn and the characteristic of the glass were also explored, which allowed to calculate the structural performance of the most relevant elements of the pavilion. Other issues like transportation and extreme scenarios also informed the design, dimensioning and overall material properties.
32 | JJML
Overall shape (circle based)
5 UNITY TOWERS FAÇADE
Frames
Structural logic Frames
Overall shape (circle based) Radials
Structural logic
Overall shape (circle based) Frames Overall shape (circle based) Slopes
Frames Overall shape (circle based)
Slopes
Slopes Foundation
Slopes
Frames
Buttress
Frames
Slopes
Structural logic
Overall shape (circle based)
Foundation
Buttress
Buttress Structural logic
Buttress
Structural logic
Foundation Foundation
Context (cliff )
Slopes Buttress
Structural logic
Concepts Context (cliff )
PRODUCED BY AN AUTODESK STUDENT VERSION
MAIN OBSERVATORY
Context (cliff ) SUMMER COURTYARD
HALLWAYS
MAIN ENTRANCE
PRODUCED BY AN AUTODESK STUDENT VERSION
Structural logic
PRODUCED BY AN AUTODESK STUDENT VERSION
Buttress
Architectural plan | Section on cliff
33 | JJML
PORTFOLIO
ROOF 4 + 8 cavity + 2 x 10 + 10 cavity + 4 STRUCTURAL BEAMS 3 X 15 mm glass
FRAME SYSTEM FOR OUTER ROOF EDGE 2 mm
STRUCTURAL FINS 3 X 15 mm glass
PLASTIC PACKER 2 mm thick
ADJUSTABLE COUNTERSUNK FIXED BOLT, SS 30 mm diameter
STRUCTURAL SILICONE
CURVED WALL 4 + 8 cavity + 2 x 8 + 10 cavity + 4
BEAM UNDER FLOOR 5 X 15 mm glass
FLOORING PLATES 4 + 8 cavity + 2 x 10 + 10 cavity + 4
STEEL PLATE 800 mm wide
FRAME SYSTEM SUPPORTING OUTER WALL
FOUNDATION REINFORCED CONCRETE
PRODUCED BY AN AUTODESK STUDENT VERSION
100
Isometric of typical module 42
1
4
8
8
8
10
4
2
100
15
45
5
15
15
5
3
10
46
10
8
4
1. Wall enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 8 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass
8
8
8
10
4
15
5
42
4 8 10 46 10 10 4
3. Dow Corning® 995 Silicone Structural Adhesive, connecting elements
48
4
6
23
5
10
5
11
62
4 5
5
2. Structural fin: 3 x 15 mm laminated heat strengthened glass
4
5
47
8,59
3
15
21
15
15
45
4. Frame system for outer roof edge: 52 mm height / 5 mm thick, steel RHS 5. Roof enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 10 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass
45 15
15
5
15
35
5
PRODUCED BY AN AUTODESK STUDENT VERSION
7
7. Stainless steel adjustable countersunk fixed bolt, 30 mm diameter
7
8. Floor enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 10 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass
45
2
15
15
15
15
15
9. Frame system for outer wall edge: 200 mm height / 5 mm thick, steel plate 10. Frame system for supporting outer wall: 100 mm height / 5 mm thick, steel S-shape
45
11. Frame system for supporting outer wall: 140 mm height / 5 mm thick, rectangular hollow steel shape
7
15
35
5
30
5
2
12. Structural connections for outer framing system and steel plates, 10 mm diameter 13. Structural beam under floor: 5 x 15 mm laminated heat strengthened glass, 1-meter height 14. Structural L-shape, 200 mm wide x 50 mm thick, supporting glass beam under floor 15. Structural connections for joining L-Shapes, 10 mm diameter
5
23 4
42 8
10
19,85
6
17. Icelandic basalt filling
5
4
42,93
15
21
15
15
45
4
8
4
8
10
5 4
10
5
46
8 5
10
1 2 3
16. Structural plate, 200 mm wide / 50 mm thick, connection between L-shape and concrete foundation
8
46
10
8
18. Concrete anchors for foundation, 150 mm long / 10 mm diameter
10
10
9
5
4
10
200,49
5
11
42,12
5
5
5
19. Steel contention plate, 5 mm thick. Variable height 20. Concrete foundation. Reinforced concrete f'c= 450 kg/m3
14
45
21. Structural beam: 3 x 15 mm laminated heat strengthened glass
161,78
5
140
5
15
22. Metallic connection system, steel mullions to support curved laminated glass sheets, structural silicone applied in edges, gravity-based system
12
5
13
23. Stainless steel bolt fastening glass covers, connecting to intermediate layer of beam, 70 mm long / 5 mm diameter
10 10
17
18
19
20
46
10 10
25
98 4
200,49
12
65
8
4
5
22 16
5
3
Overview of developed details
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
21
6. Plastic packers 2 mm giving slope to roof enclosure, 40 mm length, variable height
500
20
2
3
30
1
1. Wall enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 8 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass 2. Structural fin: 3 x 15 mm laminated heat strengthened glass 3. Dow Corning® 995 Silicone Structural Adhesive, connecting elements 4. Frame system for outer roof edge: 52 mm height / 5 mm thick, steel RHS 5. Roof enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 10 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass 6. Plastic packers 2 mm giving slope to roof enclosure, 40 mm length, variable height 7. Stainless steel adjustable countersunk fixed bolt, 30 mm diameter 8. Floor enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 10 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass 9. Frame system for outer wall edge: 200 mm height / 5 mm thick, steel plate 10. Frame system for supporting outer wall: 100 mm height / 5 mm thick, steel S-shape 11. Frame system for supporting outer wall: 140 mm height / 5 mm thick, rectan-
34 | JJML
gular hollow steel shape 12. Structural connections for outer framing system and steel plates, 10 mm diameter 13. Structural beam under floor: 5 x 15 mm laminated heat strengthened glass, 1-meter height 14. Structural L-shape, 200 mm wide x 50 mm thick, supporting glass beam under floor 15. Structural connections for joining L-Shapes, 10 mm diameter 16. Structural plate, 200 mm wide / 50 mm thick, connection between L-shape and concrete foundation 17. Icelandic basalt filling 18. Concrete anchors for foundation, 150 mm long / 10 mm diameter 19. Steel contention plate, 5 mm thick. Variable height 20. Concrete foundation. Reinforced concrete f’c= 450 kg/m3 21. Structural beam: 3 x 15 mm laminated heat strengthened glass 22. Metallic connection system, steel mullions to support curved laminated glass sheets, structural silicone applied in edges, gravity-based system 23. Stainless steel bolt fastening glass covers, connecting to intermediate layer of beam, 70 mm long / 5 mm diameter
6 THE RIBBON
1. Wall enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 8 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass
1. Wall en strength laminat heat str cavity +
2. Structural fin: 3 x 15 mm laminated heat strengthened glass
2. Structu heat str
10
3. Dow CorningÂŽ 995 Silicone Structural Adhesive, connecting elements
3. Dow Co Adhesiv
10
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT V
4. Frame system for outer roof edge: 52 mm height / 5 mm thick, steel RHS
12
5
13
Wall & floor system
19,85
100
12. Structural connections for outer framing system and steel plates, 10 mm diameter
Str 11. 2. Frame wall:he 14 rectang
3. Do
3
8
4
15
5
13. Structural beam under floor: 5 x 15 22 mm laminated heat strengthened glass, 1-meter height 14. Structural L-shape, 200 mm wide x 50 mm thick, supporting glass beam under floor
10. Frame he wall: 10 ca steel S-
10
16. Structural plate, 200 mm wide / 50 mm thick, connection between L-shape and concrete foundation 17. Icelandic basalt filling 18. Concrete anchors for foundation, 150 mm long / 10 mm diameter
46
10
10
15. Structural connections for joining L-Shapes, 10 mm diameter
3
5
Wall & fin
14. Struct str 50 mm lam under fl
he
15. Struct ca L-Shap
17. Icelan
7. Sta 18. Concr 150 co mm dia 19. Steel
Variabl
8. Flo
5
20. Concr str concret
20. Concrete foundation. Reinforced concrete f'c= 450 kg/m3
lam
21. Struct he laminat
5
ca
22. Metall mullion 9. Fra glass sh 20 applied pla system
22. Metallic connection system, steel mullions to support curved laminated glass sheets, structural silicone applied in edges, gravity-based system
3
4. Fra
13. Struct mm mm lam glass, 5. Ro1
va
19. Steel contention plate, 5 mm thick. Variable height
21. Structural beam: 3 x 15 mm laminated heat strengthened glass
12. Struct Ad framing mm dia
Pla 16. 6. Struct mm roo thic L-shape
100
5
161,78
42,12
5
AN AUTODESK STUDENT VERSION
5
140
5
5
4
4
8 10
4
5 6,50 5
11
2
11. Frame system for supporting outer wall: 140 mm height / 5 mm thick, rectangular hollow steel shape
5
10
4
12
10
10
9
10
25
5
8
65
5
8
4
4
8
8
10
4
10
8 42
1
10. Frame system for supporting outer wall: 100 mm height / 5 mm thick, steel S-shape
1. Was 9. Frame 200 str mm platelam
23.10. Stainl F covers, wa layer of ste diamete
46
8
9. Frame system for outer wall edge: 200 mm height / 5 mm thick, 42 steel plate
10
8
PRODUCED BY SlabAN + slabAUTODESK & beam
11. F wa rec
10
4
8. Floor en strength laminat heat str cavity +
4
5
45
8. Floor enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 10 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass
5
5
7. Stainles counter diamete
15
5
8
15
98
PRODUCED BY AN AUTODESK STUDENT VERSION 46
1 2 3
21
6. Plastic roof enc variable
PRODUCED BY AN AUTODESK STUDENT VERSION
Slab & wall
15
10
11
5
6
7. Stainless steel adjustable countersunk fixed bolt, 30 mm diameter
42,93
45
4
6. Plastic packers 2 mm giving slope to roof enclosure, 40 mm length, variable height
5
15
8 10 46
47 5
48
4
4
10
5. Roof en strength laminat heat str cavity +
10
8 42
6
Details of specific intersections
12. S fra mm
PRODUCED BY AN AUTODESK STUDENT VERSION D BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
5. Roof enclosure: 4 mm heat strengthened glass + 8 mm cavity + laminated safety glass of 2 x 10 mm heat strengthened glass + 10 mm cavity + 4 mm laminated safety glass
10
8
4. Frame s mm hei
10
8
8
4
4
4
46
62
5
23
5
15
4
5
21
15
15
45
15
35 | JJML
13. S mm gla
14. S 50
PORTFOLIO
M THE HIGH LINE
OUGH GARDENS
Green house
with fragarant plants
Vertical farm grains
Vertical farm
fruits and vegetables
Vertical farm
chickens and bees
Labs
take care of crops
Water tank
serving the whole building
Art gallery
exhibition of local art
Mezzanine Public promenade
NYC SKY CONDO
ARCHITECTURAL COMPETITION
The competition asked to imagine a new sky condo next to the High Line in New York, where a vertical farm were to be included. Having food production has become a growing necessity in big cities, as land for agriculture is getting scarce. The design marries the housing programme and the farm, located at the centre of each floor, as well as individual green containers per apartment.
36 | JJML
7 NYC SKY CONDO Portfolio Portfolio
Portfolio
11 11
10 10
9
9
12 Glazed skin and 12 Glazed skin and
structural frames structural frames
11 Circulation 11 Circulation 8
10 Level 10 Level
8
1 lab 1 lab 7 apartments 7 apartments
9 Level 9 Level 1 lab 1 lab 7 apartments 7 apartments
7
8 Level 8 Level
7
2 lab 2 lab 8 apartments 8 apartments
7 Level 7 Level 1 lab 1 lab 9 apartments 9 apartments
6
6 Level 6 Level
6
1 lab 1 lab 10 apartments 10 apartments
5 Level 5 Level 5
2 labs 2 labs 9 apartments 9 apartments
5
4 Level 4 Level
Extrusion Extrusion
OffsetOffset
Grid Grid
FarmFarm spacespace
Fan Fan
Frames Frames
Lighten Lighten
2 labs 2 labs 9 apartments 9 apartments
3 Level 3 Level 4
2 labs 2 labs 9 apartments 9 apartments
4
2 Level 2 Level Art galleries Art galleries Classrooms Classrooms
3
1 Level 1 Level
3
Local market green market Local green
0 Level 0 Level
51
2
HL connection HL connection
Public Public space space Art park Art park
2
1
1
0
0
GreenGreen househouse Vertical Vertical farm farm Community garden Community garden Apartments Apartments Personal garden Personal garden Labs Labs WaterWater tank tank Art gallery Art gallery Commercial Commercial
36 m236 m2
18 m218 m2
Services Services Circulation Circulation 36 m236 m2
Program
Concept design | Units
24 m224 m2
47 47
37 | JJML
PORTFOLIO Portfolio
1 2
3
3
6
5
4
1. Apartments
2. Community garden
4
3. Circulation
4. Labs
5. Vertical farm
6. core
Some harvests
Life cycle of the building
JJML 1. The water, coming from the Hudson river, is treated and collected in a tank.
4. The waste of the animals on the fifth floor also serves as fertilizer.
7. The users take care of the farm and community garden.
2. The water is distributed to the fish tank and irrigates the plants through a piping system.
5. The animals and fishes are used as products in the local market.
8. The garden produces fresh air for the whole complex.
6. The plants produce food for the neighborhs and market.
9. The waste form the apartements is used as biowaste to produce energy.
3. The fishes in the tank produce waste that acts as fertilizer for the plants.
10. The whole building is supported by the activity of tourism and life coming from the High Line.
Top floor/ greenhouse with fragrant plants
The central nucleus becomes the vertical Thepromenade central nucleus is the main attraction through of the building: visitors will go up following the steps next to thevisitors core that distributes which can the elements that give life to the whole building. Theythe will bebuilding’s able to see how it witness functions. operation. Farm & community gardens merge
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7 NYC SKY CONDO
01 CARTELAS 02 METALLIC COLUMNS 03 SLABS 04 ASSEMBLY
01
02
03
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 2.1Steel grating (80 cm wide) 30 x2.2 30Corten steel plant pot/ 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
04
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
Exploded isometric
FIG.10-11AUTHOR: JJML
Facade detail
FIG. 11 FACADE DETAIL
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