tt
Thomas Tencer
Architectural Designer
Toronto, Ontario, Canada
(905) 510-2119
tommytencer@gmail.com
t: (905) 510-2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada
Study Models
3 44- 47 Work Samples Table of Contents 32- 39 26- 31 18- 25 4-17 Burrow Ecdysis Rampart Datum 40- 43
Datum: Tommy Thompson Park Outpost
4B Design Studio • Independent Project
•
Supervised By: Andrew Levitt
• 2020 • 4 Months
Datum is an embedded infrastructure which aims to both preserve and enhance the essential character of Toronto’s Tommy Thompson park lighthouse, as a way-finder throughout the site and as a celebratory monument at the conclusion of the journey through the Leslie Street Spit.
The project acts on three converging axes to exploit the site’s rich environment and all of the buildings are embedded to take advantage of the earth’s geothermal properties, to counter any uplift forces created by concentrating wind and to reduce the project’s visual impact on the site.
Its East-West axis exploits the sites predominantly westward prevailing winds for ventilation. This East-West axis occurs at the same level as the main path and houses the project’s public programs including a cafe which faces the city and a collection of saunas + swim deck which extends out into the lake.
The North-South axis exploits the site’s shoreline breezes for ventilation, it acts as an extension of the peninsula and is raised to cantilever above the public realm. It’s entrance sits in a sunken courtyard which allows Northern light into the studio, shared programs are focused toward this Northern end and the private residences recede into the earth and out onto the cantilever to allow morning light into the bedrooms.
Mechanical equipment is all centralized beneath the lighthouse to hijack the vertical monument’s capabilities as a chimney. Heat producing programs like the sauna and cafe are located below grade and water is stored above grade, at the base of the lighthouse. This organization allows for water to be distributed naturally using gravity and rising heat must pass through additional enclosures or earth before escaping.
The project includes a super structure with a lifespan exceeding 100 years, within which smaller, easy to manipulate and lightweight constructions would be built. The tunnel infrastructure would far outlive the buildings designed within it, leaving an infrastructure for future projects, or a well designed landscape feature which harnesses the site to create a comfortable and engaging micro-climate.
Cafe Approach
Daytime Tunnel
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Wind
N Up Dn Stack Effect PrevailingWinds E S W ShorelineBreezes Sky Earth Buildings
Sun
Earth
5 Program Views Adjacencies Mechanical Private Park Studio Residences Lake Public City Lighthouse Water Courtyard Heat Cafe Sauna Nighttime Tunnel Tunnel Entrance
Sunken
Winter
Solar
Winter Wind Rose
Stack Effect Ventilation
Summer Solstice
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Winds
Adjacencies
7 Winter
Solar
Summer Winds
Chimney
Winds
Prevailing Winds Prevailing
Shoreline Breezes
Shoreline Breezes
Wind Rose
Summer Wind Rose Summer
Wind Rose Summer: 1. Morning 2. Afternoon 3. Evening 4. Diffused Light Winter: 6. Morning 7. Afternoon 8. Evening 9. Diffused Light 1 8
Winter Solstice Courtyard
7 Summer Foliage Local Currents Winter Foliage Flood Levels Historical Record High Historical Average High Direction of Circulation Historical Average Summer Solstice Summer Solstice Winter Solstice Winter Solstice Winter Foliage Winter Foliage Tunnel Exit
First Floor Plan
Deck Looking South
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Bike Storage
1.
Cafe
2.
Storage
Refuse
Kitchen
Staff Room
Staff Office
Mechanical
Sunken Courtyard
Locker Room
Saunas
Locker Room
Information
Outdoor Showers
Swim Deck
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Deck Looking North
9 1 3 5 4 8 7 11 12 6 2
1. Bike Storage
2. Refuse
3. Studio
4. Mechanical
5. Storage
6. Utility Room
7. Inner Terrace
8. Kitchen/Living/Dining
9. Archive
10. Laundry
11. Residences
9 10
12. Outer Terrace
Second Floor Plan
t: (905) 510-2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada A A B B I I J H H D D E E G G F F C C Site Plan A B C
Upper Courtyard Daytime
Upper Courtyard Evening
11
t: (905) 510-2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada D E F G H I J
13 Studio
Kitchen/Living/Dining
Eastern Elevation
Northern Elevation
Inner Terrace
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Western Elevation
Southern Elevation
Outer Terrace
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Isogrid Soffit Detail
Plantings
Earth
Permeable Geotextile Barrier
Residence Entrance
Tapered Insulation
Drain
CLT Deck
Upper Insulation
Isogrid Superstructure
Lower Insulation
Steel Clip
Sheathing
Gasket Plate
Gasket Seal
Interior Cladding
Typical Superstructure Details
Glulam Webbing
Steel Connection
Glulam Column
Steel Column Base
Shallow
Footing
Rammed
Aggregate Pier
Glulam Webbing Steel Connection
Glulam Column Notched Gabions
Steel Column Base
Shallow Footing
Rammed Aggregate Pier
Glulam Webbing
Steel Connection
Glulam Beam
Glulam Column
Steel Column Base Shallow Footing
Rammed
Aggregate Pier
Glulam Webbing
Steel Connection
Glulam Column
Notched
Gabions
Steel Column Base
CLT Deck
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Typical Substructure Details
Operable Trellis Details
Glulam Webbing
Steel Webbing Connections
Glulam Beams
Steel Beam Connections
Rotating Steel Connections
Steel Rod
Glulam Columns
Operable Mechanism
Steel Column Base
Shallow Footings
Rammed Aggregate Piers
17 Bedside View
Typical Lightweight Wood Frame Construction Interior Raised Floor 1
3 Typical Steel Face Mount Joist Hanger Typical Steel Angle Typical Steel Corner Bracket Exterior Raised Floor 1 2 3
2
Rampart: Celio Tourist Fortification
4A Design Studio • Independent Project
• Supervised By: Lorenzo Pignatti
• Study Abroad Term at The University of Waterloo Rome Campus
• 2019 • 2 Months
Rampart is primarily structured by three radial grids which originate from the three most prominent monuments within the extended site context of Rome’s Celio district; The Palatine Hill, The Arch of Constantine & The Colosseum. Inspired by the 1909 plan of Rome, the project aims to create a series of circulation paths and resulting views which highlight each of these urban artifacts and establish them as primary elements within the design. The project proposes that the tram line be relocated to the center of the adjacent street, a more familiar morphology of the Roman street-scape and where this perimeter circulation intersects with the aforementioned radial grids, cross walks are created to allow for seamless circulation between the site and surrounding monuments.
Adjacent to The Palatine Hill is a series of buildings built into and at the scale of the landscape and adjacent to The Arch of Constantine and The Colosseum is a fortification which acts as a means of filtering the crowds of tourists that visit these sites every day. This fortification is formed by the radial grids and their intersection with a series of stepped terraces that allow for circulation of the site at four levels. The cracks in the site allow for dramatic descents toward the surrounding monuments and create powerful framed views in multiple directions.
At the street level the buildings adjust to allow for a generous piazza with adjacent public amenities like cafes, shops and restaurants. The piazza dips on axis with The Palatine Hill toward the building’s main entrance and the first floor includes a lecture hall and a sunken courtyard to house the Forma Urbis. Around this scale model of Rome is a ramp which connects all the levels of the site and ascends radially around the model’s perimeter. The second floor houses the Torlonia Collection and the third floor houses the theoretical anastylosis space in which fragments of recovered statues would be stitched together; one part performance and one part reconstruction. Finally at the top level of the site there is a small projection which extends both in toward the courtyard and out toward The Palatine Hill, signaling to all who pass by that the site contains more than what can be perceived at it’s surface.
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Radial Grids
Radial Grids Site Axonometric
Monuments
Palatine Arch Colosseum
19
Circulation
Terraces
Terraces
Circulation Paths
Retaining Walls
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Entrance 2 3 4 5 6 7 1
Main
2. Washrooms
3. Auditorium 4. Lobby 5. Coat Check 6. Main Office 7. Shops & Offices
1. Forma Urbis
First Floor Plan
21
1 2
Torliona Collection
1. Washrooms
2. Restoration Workshop
3. Lobby & Offices
4. Archive
3 4 5
5. Torliona Collection
Second Floor Plan
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Stitched
Colossus Stitched Anastylosis Concept
1. Artifact Intake & Storage
2. Anastylosis Laboratories
3. Lobby & Offices
1 2 3 4
4. Anastylosis Displays
Third Floor Plan
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1 2
Anastylosis Display
1. Upper Lobby 2. Palatine Lookout
Fourth Floor Plan
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A B C B B A A C C Site Plan
Site Boundary
25
Ecdysis: New Skin For An Old Problem
3B Design Studio • Independent Project
•
Supervised By: Andrew Levitt
• 2019 • 2
Months
Over the next 15 to 25 years many of the glass facades of condominiums that compose Toronto’s skyline will begin to fail. Insulation failures in the curtain wall will result in water leaks and skyrocketing energy costs, and these failures will likely be so detrimental that their repair will cost more than entirely re-skinning the buildings. Furthermore, simply repairing the flawed curtain wall would indefinitely leave us with the same issue another 15 to 25 years down the line. Ecdysis proposes a re-skinning of these towers with a more ethical and efficient solution, which begs the question: what will be done with all the wasted curtain wall that has been removed?
Ecdysis proposes the re-use of this skin as greenhouse appendages to the existing towers, using the circular Parade at Cityplace tower, by Concord Adex, as a pilot example. This “failed” material could be reused to build these greenhouse pods, because as appendages to the re-clad tower, they would not need to be heat controlled or entirely waterproof. This material deemed unfit to house humans is still very much suitable to house plants. Furthermore, the greenhouses would add life to the sterile and monotonous condos in the area and they could help in part to balance the cost of re-skinning the buildings by adding value to each unit and providing residents with a secondary income.
Secondary to failures in the curtain walls, many of these condos have structurally insufficient balconies which crack, weather and fail far sooner then expected. Ecdysis strategically reinforces these balconies using vertical columns to support the greenhouses and pin the balconies at their cantilevered edge. The greenhouse structures are pleated, incorporating the inherent rigidity of triangles to increase their stiffness and interior shelves hold plants while also bracing the structures laterally.
In areas where the curtain wall is being removed lightweight insulated walls would replace it. These walls would be punctured by large and efficient windows which would allow in plenty of light, while insulating far more efficiently than the curtain wall system. In areas where the green houses are added there would be no need to re-clad the walls and doors, as the greenhouse would insulate the semi-exterior space naturally. So, much of the existing curtain wall could remain within the second layer of glass with the large air gap providing increased insulation.
Gradually, as the condo corporation gathered sufficient funding, the condo’s would be re-skinned and a small percentage of the building’s smallest units would be converted into communal “garden sheds”. This communal space would include an actual shed, a canning and cooking room, a large fridge and a plant nursery. As the amount of greenhouses increased a subsequent farmers market would extend out into the Canoe Landing park which sits at the base of the Parade at Cityplace tower. The farmers market canopy is pierced by pleated skylights, made up of all the excess curtain wall leftover from the transition. Once complete, Ecdysis would serve as a positive solution to The Condo Conundrum in Toronto and soon the surrounding towers would begin to shed their skins too.
2. Thermal expansion damages the which are imperative to containing insulative gases
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Gas Seals
1. Insulating Gas is Sealed Between Glass Panes
Existing Curtain Wall Failure Phase 1 Thermal
Expansion
Escaping Gas
expansion seals imperative the gases
3. Seals fail and the insulative gases escape, thus drastically lowering the curtain wall system’s insulative capabilities
4. Failed windows are drastically less capable of controlling moisture and temperature, resulting in skyrocketing energy costs and moisture damage
27
Phase 2 Final
t: (905) 510-2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada Typical Existing Floor Axonometric Curtain Wall Members Typical Existing Floor Plan Unit 6 Unit 7 Unit 1 Unit 12 Unit 5 Unit 8 Unit 2 Unit 11 Unit 4 Unit 9 Unit 3 B1 A1 Unit 10 Typical Existing Elevation 4 x 96 x 96 x 96 x 4 x 4 x 4 x 4 x 4 x 350 x 350mm Glazing 350 x 700mm Glazing 1200 x 700mm Glazing 1600 x 700mm Glazing 1200 x 1000mm Glazing 1600 x 1000mm Glazing 350 x 1000mm Glazing 1200 x 350mm Glazing 1600 x 350mm Glazing 78 x 158 x 24 x 24 x 6 x 6 x 6 x 40 x 40 x 22 x 22 x 32 x 24 x 350 x 350mm Spandrel 350 x 700mm Spandrel 1200 x 700mm Spandrel 1600 x 700mm Spandrel 1200 x 1000mm Spandrel 1600 x 1000mm Spandrel 350 x 1000mm Spandrel 1200 x 350mm Spandrel 1600 x 350mm Spandrel 2200 x 1000mm Door Panel 350 x 700mm Door Panel 1500 x 1050mm Railing Panel 1200 x 350mm Railing Panel
Proposed Floor Plan
Proposed Garden Shed Unit
Greenhouse Details
29
Unit 6 Unit 7 Unit 1 Unit 12 Unit 5 Unit 8 Unit 2 Unit 11 Unit 4 Unit 9 1 1 2 3 4 5 2 3 4 5 B2 A2 Unit 10
1. Canning & Cooking Room 2. Communal Greenhouse 3. Communal Shed 4. Communal Fridge 5. Plant Nursery Horizontal Force Vertical Force Steel Hangers for Perforated Shelves Perforated Steel Shelves Aluminum Window Frame Steel Columns Spandrel Panel Glazing Panel Structural Base Plate A1 A2 B1 B2 Summer Solstice Summer Solstice Winter Solstice Winter Solstice R - Value Approx: R3-8 Equinox Equinox R - Value Approx: R3-8 R - Value Approx: R5-15 + R25 - 30 R - Value Approx: R6-16+
t: (905) 510-2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada Proposed Floor Axonometric 1 1 2 2 2 2 3 3 3 3 3 3
Garden Shed
31 1. 7.5 Fold Greenhouse 2 x 2 x 4 x 16 x 12 x 2 x 12 x 2 x 12 x 2. 5.5 Fold Greenhouse 2 x 2 x 4 x 12 x 8 x 2 x 8 x 2 x 8 x 3. 4 Fold Greenhouse 10 x 6 x 2 x 6 x 2 x 6 x Re-purposed Units: 512/766 (67%) Untouched Units: 110/766 (13%) Steel Hangers Perforated Steel Shelves Steel Columns Aluminum Window Frames Spandrel Panels Glazing Panels Structural Base Plate Unused Units: 114/766 (20%) Material
1 2 3 Greenhouse
Breakdown
Burrow: Chomutov Adrenaline Park
3A Design Studio • Independent Project
• Supervised By:
Vladimír Sitta
• Study Abroad Term at The Czech Technical University in Prague
• 2018
• 4 Months
Chomutov is a small Czech city with a population of around 50 000. Though the city is surrounded by the production of energy, it certainly could not be described as energetic. It lacks vitality and to it’s visitors it almost appears to be asleep.
Upon closer inspection, clues can be found alluding to a hidden and untapped energy within the community. Piles of dust and ashes, displaced chairs and graffiti scattered around the town’s more hidden areas, these are all tell tale signs of adolescent activity.
A vitality exists within the town’s youth, one that is desperately needed to bring life back to Chomutov. But, for now it remains hidden, because there exists no suitable environment for these adolescents within the community.
The Chomutov Adrenaline Park sits on an unused plot of land, adjacent to one of the town’s elementary schools. It would serve as a means of embedding this micro-community of adolescents into the larger community of Chomutov. It’s design and program caters to preferences common in youth, while at the same time providing the area with essential public amenities for all the town’s residents.
Fort
Topography Changes
Topography Changes
Massing
Topography Changes
Building Mass
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Gradient & Horizontal Breaks Connection of Horizontal Breaks Buildings as Landscape
Site
Tree Conditions
Building Mass
Existing Trees
New Trees Removed Trees
Tree Species
Building Forms
Beech Trees
Willow Trees
Birch Trees
Pine Trees
Small Growth
33
t: (905) 510-2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada
2 3 4
Site Plan
1. Tennis Court Clubhouse
2. Basketball Court
3. Fort
A B C D D E E A B C 1
4. Skate/BMX Park
Tennis Courts
35 A
Clubhouse Floor Plan
Clubhouse Roof Plan
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B
Basketball Court
Basketball Court Floor Plan
Basketball Court Roof Plan
37 BMX Park
BMX Park Roof Plan Fort Roof Plan
Fort
0.0m 0.5m 1.0m 1.5m
Skate Park Floor Plan
Floor Plan
Tree Configurations
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C D E
Structural Axonometric
Reinforced Concrete Roof
Engineered Wood Roof
39
Concrete Base
Study Models
University of Toronto, 2023
Second Year Graduate Studies, Comprehensive Studio, In Progress
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41
Study Models
University of Toronto, 2023
Second Year Graduate Studies, Comprehensive Studio, In Progress
t: (905) 510 2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada
43
Professional Work
GLUCK+, 2019
Building Application (Approved): Design Assistant, Project Modeling & Renderings
Project Principal: Stacie Wong • Project Manager: Steve Preston • 2019
t: (905) 510 2119 e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada
Approach
Interior Courtyard
Refectory
Classroom
Gallery
Chapel
Oratory
Schematic Design: Project Modeling
Project Principal: Charlie Kaplan • Project Manager: Marc Pittsley • 2019
Post Completion: Project Visualization
Project Principal: Marc Gee • 2019
45
Chapel Study Models
Squash Facility Models
Mini Models For Donors
Base Associates, 2017
Building Application (Approved): Multi-Family Development
Project Principal: Aseem Sheik
Design Assistant, Courtyard Design & Project Renderings
Project Manager: Shameer Kahn
2017
Design & Design Development
t: (905)
e: tommytencer@gmail.com a: 15 Dundonald Street, Toronto, Canada
510-2119
•
•
•
• 1 Month
View 1
Canopy Section B
Entrance
Canopy Section A
View 2
View 3
Courtyard Plans
Planning Application (Approved): Conversion of Youth Center Into Multi-Family
Project Principal: Aseem Sheik
Project Manager: Tom Stroud
Schedule 47
Unit
• Lead Designer
•
•
• 2 Month Design Development Cross Section AA
Elevation Cross Section BB
Elevation
2017
North
South
Second Floor Plan First Floor Plan Rendered West Elevation
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