SEBASTien
helie
ARCHITECTURE PORTFOLIO
contact information
sebastien helie architectural technologist - toronto, on p - 819•328•3840 e - sebastien.helie@videotron.ca l - linkedin.com/in/sebastienhelie
Architectural Technologist with 7+ years of related work experience. Owner of a previous diploma from an architectural design program in Québec. Worked on both smaller high-end residential projects as well as large-scale commercial buildings for various firms and construction groups. Have gained distinguished knowledge, experience and work ethic while working under architects, designers and engineers.
3
INDEX of contents
revit projects Helice estates (2020) — 06 p4 building — 12 bike polar concept building (2019) — 16 warehouse (2020) — 20
autocad projects mixed-use building (2019) — 24
models balsa wood model (2020) — 22
5
Helice estates
3d / perspective render
6
01
Helice Estates ARCHITECTURAL TECHNOLOGY & STUDIO REVIT 2020 - semester 5
set on toronto’s waterfront, this project focused on integrating strong sustainable features and design as a part of the city’s commitment to lowering its carbon footprint while increasing environmentally beneficial construction solutions. this seven storey mixed-use condo project features materials, components and attributes that collaborate together to form a self sufficient building capable of harvesting energy and water necessary for its daily functions as well as added elements to increase ifs efficiency. against various loads and conditions.
7
Helice estates
exterior and interior renders
8
Helice estates
site plan, luxury suite floor plan, 3d exploded views
9
Helice estates
the seventh floor features a GREEN ROOF terrace with an infinity pool and a roof with VOIDs to allow GREATER sunlight PENETRATION. Photovoltaic panels have been installed on the roof to reduce the burden on the municipal’s electrical system.
N e
SOLAR path bUILDING ORIENTED TO PROVIDE MAXIMUM SOLAR ENERGY HARVESTING AND DESIRED HEAT GAIN. ILLUSTRATED ARE THE DAILY AND SEASONAL SOLAR PATHS. summer
w
winter
rendered perspective section with sustainable features
10
s
sample SOLAR study #1 (summer) July 6th, 2020. 3:30 pm overhang prevents EXCESSIVE SOLAR HEAT FROM penetratING THE UNITS.
summer angle
sample SOLAR study #2 (winter) January 7th, 2020. 3:30 pm oversized windowS allow FOR maximum sunlight.
winter angle
Photovoltaic solar panels
Helice estates
wind tunnel In order to counteract the wind loads and pressures associated with our waterfront site, a corridor between the 2nd and 3rd floor was designed in order to reduce the wind pressures created by vortices formed from wind blowing against the building. The opening created through the latitudinal section of the building provides a break between the winds hitting against the building’s outer walls and greatly reduces the leeward and windward pressures.
amenity floor terrace
photovoltaic solar panels
rooftop deck with infinity pool
15% covered storage
Min. 50% green roof
split level garden on ground level
alternative fuel
water efficient fixtures
greywater collection
renewable energy
near commuter rail
minimum parking requirements
variable power luminaires
11
p4 building
3d / perspective render
12
02
P4 Building REVIT Studio 2020 - semester 5
the requirement of this project was to design a mixed-use condo building while following certain structural restrictions and constraints as well as implementing rebar systems in the buildings footings and foundations. in addition to this we were asked to design various outdoor areas for residents and visitors on the existing topography while taking into account excavation properties such as cut and fill volumes and cost. once the main building and outdoor areas were completed, the remainder of the project was to fine tune our revit rendering skills in various settings such as night and day renders, section box renders, exploded view renders, etc.
13
p4 building
Structural render, elevation and landscape sections
14
p4 building
p4 building renders
15
BIKE POLAR CONCEPT BUILDING
3d / perspective render
16
03
BIKE POLAR CONCEPT BUILDING ARCHITECTURAL TECHNOLOGY & STUDIO AUTOCAD / REVIT / PHOTOSHOP 2019 - semester 3
THE OBJECTIVE OF THIS PROJECT WAS TO DESIGN A FULLY SELF-SUSTAINing unit completely INDEPENDENT from THE CITY GRID. LOCATED ON AN EXISTING DOWNTOWN LOT, WATER COLLECTION, FILTERING AND REUSE AS WELL AS ENERGY production and storage WERE all to be produced and processed on site. THE LARGE PROJECTING ROOF WAS A DESIGN CHOICE BASED ON BOTH THOSE FACTORS. DOUBLING AS A WATER COLLECTING UNIT supplying water to VARIOUS parts of the building AS WELL AS A SURFACE FOR A SOLAR PANEL FARM FOR ELECTRICITY PRODUCTION, THE FINAL DESIGN PROVED TO BE CAPABLE OF A FULLY INDEPENDENT CONSTRUCTION.
17
BIKE POLAR CONCEPT BUILDING
solar pavers much of the newly added bike path was covered by solar pavers to provide an added source of electricity for the building. the pavers radiated heat as well to keep the path dry during wet or slippery conditions and lit up to improve visibility at night.
site plan - ground floor plan - second floor plan
18
BIKE POLAR CONCEPT BUILDING
ENERGY PRODUCTION THE LARGE LOW SLOPED ROOF SITUATED ABOVE A LARGE PORTION OF THE EXISTING TERRAIN WAS THE OPTIMAL LOCATION FOR AN ABOVE GROUND SOLAR FARM. ANGLED UPWARDS AND TOWARDS THE SOUTH, THE ROOF PROVIDES THE OPTIMAL ANGLE FOR THE SOLAR PANELS TO CAPTURE THE MAXIMUM AMOUNT OF SUNLIGHT DURING THE SUNS COURSE ALONG ITS PATH OF TRAVEL.
WATER COLLECTION a self irrigating system for the two green roofs on both sides of the mezzanine level were designed to be fed by the rainwater collection system. a series of grooves on the reclaimed steel roof served as scuppers to direct rainwater into collection tanks. one of the tanks filtered the water in order to be used as potable water while the other was used for graywater applications.
roof plan - 3d / perspective render
19
warehouse
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04
warehouse ARCHITECTURAL TECHNOLOGY & STUDIO revit 2020 - semester 4
the focus of this project was to develop a manufacturing warehouse design in an industrial neighborhood. using the ontario building code standards and regulations for such facilities, we were to design a building that would house a manufacturing plant, offices and a loading dock area. a site plan analysis, structural steel layout and a mixed curtain wall design were a few of the elements required of us to propose.
21
warehouse
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main office plan detail
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wall sections
23
mixed-use building
15 13105
12
10
11
9
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7
T.O. STAIRWELL PARAPET 2640
13
PRODUCED BY AN AUTODESK STUDENT VERS T.O. PARAPET T.O. ROOF SHEATHING
405
10465
3200
10060
2
3
15
13105
T.O. THIRD FLOOR SUBFLOOR
3200
6860
13
14
T.O. SECOND FLOOR SUBFLOOR
3660
3660
1
OPEN
19
1
1
OPEN
18
T.O. GROUND FLOOR SLAB
3453
2740
0
T.O. PARKING 1 SLAB U.S. FOOTING
15
12
10
11
9
8
7
8
2640 405
10465
T.O. PARAPET T.O. ROOF SHEATHING
8
UNIT 208
UNIT 207
6
3200
13105
UNIT 208
3
T.O. THIRD FLOOR SUBFLOOR
ELEVATION .2 SCALE: 1:125 T.O. SECOND FLOOR SUBFLOOR
3660
8 11
3200
10060
6860
13
14
T.O. STAIRWELL PARAPET
UNIT 106
UNIT 107
3
UNIT 206
UNIT 205
UNIT 204
6
6
UNIT 105
6
UNIT 104
UNIT 103
UNIT 102
6
11
6
3660
13 19
11
SWEET SWEETS CAFE
OPEN
UTILITY ROOM
2740
9
PARKING
19
OPEN
SHIPPING & RECEIVING
OPEN
11
18
T.O. GROUND FLOOR SLAB
0
3455
PRODUCED BY AN AUTODESK STUDENT VERSION
13105
18
UTILITY ROOM
20
20
20
20
17
T.O. PARKING 1 SLAB
17
U.S. FOOTING 10
12
east elevation - longitudinal building section
24 LONGITUDINAL BUILDING SECTION 1
12
12
12
12
12
12
5
6
3
4
2
1
13
SION
LEGEND: 45 MINS FIRE SEPARATION
2
2
15
1 HOUR FIRE SEPARATION 2 HOUR FIRE SEPARATION
4
05 8 19
OPEN
19
OPEN
MIXED-USE BUILDING
18
ARCHITECTURAL TECHNOLOGY & STUDIO AUTOCAD 2019 - semester 3
TORONTO
5
6
3
4
2
1
ONTARIO
CLIENT:
GEORGE BROWN COLLEGE - ARCH2004 P. FERRARI
8
ARCHITECT:
PRODUCED BY AN AUTODESK STUDENT VERSION
ST ARCHITECTS
SITE:
8
HURST AND DUPONT
8 TITLE:
TASKED WITH THE DESIGN AND STRUCTURAL LAYOUT OF A three STOREY MIXED USE BUILDING, 01 THIS PROJECT tested our knowledge of the ontario building code as well as our .2on how to APPLy it when various strategies REQUIREMENTS come into play. with mercantile and small business occupancies on the ground floor level and residential occupancies above, spacial and structural restrictions were challenging components of the design. the final products are very technical and detail oriented layouts and details.
ELEVATION
LAUNDRY/ STORAGE
UNIT 202
UNIT 203
UNIT 201
11
4 DRAWN BY:
6
PROJECT NO.
S.H., T.G., L.B. & J.L.
6 CHECKED BY:
11
B. J.
11
LAUNDRY/ STORAGE
UNIT 101
UNIT 101
11
4 DATE:
6
SHEET NO.
11/07/2019
6 SCALE:
13
1:125
13
REUSE & RECYCLE
RESIDENTIAL LOBBY
19
OPEN
18
BICYCLE STORAGE
20
PARKING
9
17
12
12
12
12
12
10
TORONTO
ONTARIO
CLIENT:
GEORGE BROWN COLLEGE - ARCH2004 P. FERRARI ARCHITECT:
ST ARCHITECTS
SITE:
DUPONT & BATHURST TITLE:
LONGITUDINAL BUILDING SECTION 1
25
mixed-use building 6
7
UTILITY / STORAGE ROOM
2405
C
PRODUCED BY AN AUTODESK STUDENT VERSION 3020
1780
1355
℄ 1335
℄ 725
℄
1065
ELEVATOR LOBBY #1
2630
3255
3155
Cx 535
3 540
℄
910
2
1605
2
950
1105
305
405
1455
185
D
TORONTO
A
CLIENT:
GEORGE BROWN COLLEGE - ARCH2004 P. FERRARI ARCHITECT:
ST ARCHITECTS
SITE:
DUPONT & BATHURST TITLE:
13mm (1/2") PLYWOOD EXT. TYPE SHEATHING
R24 BATT INSULATION
PLAN DETAIL 2 .0 SCALE: 1:30
PLAN DETAIL 1 & 2
DRAWN BY:
PROJECT NO.
IEN HELIE
38x140 (2"x6") STUDS @ 400mm (16") O.C.
22x180x0.76mm (7/8"x7"x0.03") GALV. METAL TIES @ 400mm (16") O.C. HORIZONTAL 600mm (24") O.C. VERTICAL
01
CHECKED BY:
B. J. DATE:
25mm (1") STYROFOAM RIGID INSULATION BOARD (R5) 13mm (1/2") TYPE X GYPSUM BOARD
SHEET NO.
11/08/2019
.
SCALE:
1:30
90mm (4") FACE BRICK
PRODUCED BY AN AUTODESK STUDENT VERSION
AT 6MIL. POLYETHYLENE VAPOUR BARRIER
APPROVED SHEATHING PAPER
OVERLAY
TION RSI 3.52 (R20) 38x140 (2"x6") SILL PLATE PROVIDE WEEP HOLES @ 800mm (32") O.C. BOTTOM SILL GASKET BETWEEN PLATE AND TOP OF FDN WALL
ED STEEL DECK RS SPECIFICATIONS
GALVANIZED METAL FLASHING WITH DRIP EDGE MIN. 150mm BEHIND BUILDING PAPER
EXPANSION JOINT 13mm (1/2") DIA. ANCHOR BOLT EMBEDDED MIN. 100mm (4") INTO CONC. @ 2400mm (7'-10") O.C.
205mm (8") 32 MPa REINFORCED CONCRETE SLAB GRADE
F JOIST @ 305mm (12") O.C. RAWING
SLOPE GRADE AWAY FROM BUILDING FACE
100mm (4") MIN. TO 150mm (6") MAX. BEARING FOR CONCRETE SLAB BITUMINOUS DAMPPROOFING
405mm (16") 32 MPa POURED CONCRETE FOUNDATION WALL
SUM BOARD
DRAINAGE LAYER REQUIRED. BRACE FOUNDATION WALL PRIOR TO BACKFILLING
APOUR BARRIER
plan detail - section detail
26 TORONTO CLIENT:
mixed-use building PRODUCED BY AN AUTODESK STUDENT VERSION
E
· · · · ·
2 A-6.5
PREFINISHED METAL COPING W/ FR40 FLEXIBLE MEMBRANE UNDERLAYMENT ON 19mm PLYWOOD BACKING
· · · ·
MIN. 2% SLOPE
GRAVEL AND FLOAT COAT 4 PLY ROOFING FELT 13mm (1/2") FIBERBOARD OVERLAY 100mm (4") RIGID INSULATION RSI 3.52 (R20) APPROVED CORRUGATED STEEL DECK AS PER MANUFACTURERS SPECIFICATIONS 240mm (9 1/2") NI-60 ROOF JOIST @ 305mm (12") O.C. R24 BATT INSULATION 6MIL. POLYETHYLENE VAPOUR BARRIER 13mm (1/2") INT. DRYWALL FINISH
405
F
NEW E.I.F.S. CORNICE
· ·
GALVANIZED METAL FLASHING WITH DRIP EDGE
· · · · ·
STUCCO VENEER APPLIED WITH 3mm (1/8") FINISH COAT, 10mm (3/8") BROWN COAT, 10mm (3/8") SCRATCH COAT ON METAL LATH 25mm (1") STYROFOAM RIGID INSULATION BOARD (R5) DUREX FLEXCRETE ADHESIVE ON DUREX GREEN GUARD BARRIER 13mm (1/2") PLYWOOD SHEATHING 38x140 (2"x6") STUDS @ 400mm (16") O.C. R24 BATT INSULATION 6MIL. POLYETHYLENE VAPOUR BARRIER 13mm (1/2") TYPE X GYPSUM BOARD
3200
· BUILT-UP WOOD LINTEL AS PER STRUCTURAL SPECIFICATIONS
PREFINISHED METAL COPING W/ FR40 FLEXIBLE MEMBRANE UNDERLAYMENT ON 19mm PLYWOOD BACKING MIN. 2% SLOPE
MIN. 2% SLOPE
NEW E.I.F.S. CORNICE
GALVANIZED METAL FLASHING WITH DRIP EDGE
· · · · · · ·
STUCCO VENEER APPLIED WITH 3mm (1/8") FINISH COAT, 10mm (3/8") BROWN COAT, 10mm (3/8") SCRATCH COAT ON METAL LATH 25mm (1") STYROFOAM RIGID INSULATION BOARD (R5) DUREX FLEXCRETE ADHESIVE ON DUREX GREEN GUARD BARRIER 13mm (1/2") PLYWOOD SHEATHING 38x140 (2"x6") STUDS @ 400mm (16") O.C. R24 BATT INSULATION 6MIL. POLYETHYLENE VAPOUR BARRIER 13mm (1/2") TYPE X GYPSUM BOARD
· · · ·
20mm (3/4") GLUE-NAILED OSB SUBFLOOR 290mm (11 3/8") NI-70 JOISTS @ 405mm (16") O.C. R30 BATT INSULATION 13mm (1/2") TYPE X GYPSUM BOARD 3200
· BUILT-UP WOOD LINTEL AS PER STRUCTURAL SPECIFICATIONS
GALVANIZED METAL FLASHING WITH DRIP EDGE
STEEL I-BEAM AS PER ENGINEERS SPECIFICATIONS
· · · · · · · ·
20mm (3/4") GLUE-NAILED OSB SUBFLOOR 405mm (16") NI-60 JOISTS @ 610mm (24") O.C. 38mm (1 1/2") RIGID INSULATION (R5) R30 BATT INSULATION 38mm (1 1/2") RIGID INSULATION (R5) 6MIL. POLYETHYLENE VAPOUR BARRIER 16mm (5/8") PLYWOOD SHEET METAL SOFFIT
3660
HEADER WRAP AIR BARRIER AROUND CONTINUOUS HEADER JOIST W/ BATT INSULATION
205mm (8") 32 MPa REINFORCED POURED CONCRETE SLAB EXPANSION JOINT
GRADE
· · ·
FOOTINGS 1220mm(48") x 1220mm(48") x 406mm(16") REINFORCED CONCRETE STRIP FOOTING. ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL, WITH MAX BEARING CAPACITY OF 32MPa
DRAINAGE LAYER REQUIRED. BRACE FOUNDATION WALL PRIOR TO BACKFILLING. BITUMINOUS DAMPPROOFING 405mm (16") 32 MPa POURED CONCRETE FOUNDATION WALL
· EXPANSION JOINT
· ·
2740
SLOPE GRADE AWAY FROM BUILDING FACE
205mm (8") 32 MPa REINFORCED CONCRETE SLAB, 5-8% AIR ENTRAINMENT 150mm (6") MIN. COARSE GRANULAR FILL UNDISTURBED SOIL
100mm DIA. WEEPING TILE W/ MINIMUM 150mm CRUSHED STONE COVER
wall section
27
PRODUCED BY AN AUTODESK STUDENT VERSION
balsa wood model
wall section Wood model (1:20)
28
LEGEND:
PEDESTRIA
LOADING D
P
DRIVE IN LO
PEDESTRIA
LANDSCAPE 150 CIBCRE AS SHOW C
T/O Parapet 8325 Top plate
RESERVED PAINTED L COLOUR AS
7925
LIGHT DUTY CAR PARKI
HEAVY DUT FIRE ROUT
WALL TYPE
DOOR TYPE
RD
ROOF DRAI
SC
SCUPPER
06
balsa wood model
Mezzanine
materials and methods studio 2020 - semester 4
3655
TORONTO
constructed mainly of balsa wood and lightweight Styrofoam board, this model is a physical replica of a wall section of our warehouse project (page 20). the model is built to scale and represents a cut through the exterior curtain panel wall of our warehouse in the main office area, Illustrated here to the left. CLIENT:
ACME
ARCHITECT:
Ground Floor Slab 0 T/O Trench Wall -460
A4L A
SITE:
CITY O
TITLE:
DRAWN BY:
U/S Trench Wall -1680
CHECKED BY:
TRACEY LOST DATE:
02/22/2020 SCALE:
warehouse wall section
29
sebastien helie p - 819•328•3840 e - sebastien.helie@videotron.ca l - linkedin.com/in/sebastienhelie