michael fik architectural portfolio
MICHAEL FIK © 2011 - 2016 DEPARTMENT OF ARCHITECTURAL SCIENCE, RYERSON UNIVERSITY
contents ■■ ■■ ■■ ■■
ARCHITECTURAL PROJECTS CASE STUDIES GROUP PROJECTS OTHER PROJECTS
LOCATION: TORONTO, ONTARIO DATE COMPLETED: APRIL 2014 PARTNER: DEMITRI DELEAN
LIFT centre for the performing arts
STEEL TRUSS STRUCTURE
PHASE I
TRUCTURAL IDEA (BEFOREOF / AFTER) DEVELOPMENT THE STRUCTURAL
URAL IDEA (BEFORE / AFTER)
PHASE II
IDEA
PHASE III
architectural projects
LOAD BEARING CONCRETE CORES
architectural projects
architectural projects
architectural projects
architectural projects
architectural projects
architectural projects
FORMAL GEOMETRY
LOCATION: TORONTO, ONTARIO DATE COMPLETED: DECEMBER 2012
cedarvale ravine trappist chapel THE CEDARVALE RAVINE TRAPPIST CHAPEL IS LOCATED IN A HEAVILY FORESTED VALLEY IN THE FOREST HILL NEIGHBOURHOOD OF TORONTO. TRAPIST MONKS COME TO THE CHAPEL TO ENGAGE IN THE PRODUCTION AND SALE OF FAITH-INSPIRED PAINTINGS. THE ARTISTS STUDIO AND MONASTERY STORE ARE NATURALLY LIT. THE CHAPEL ITSELF IS GEOMETRICALLY TAPERED TOWARDS THE SANCTUARY IN EVERY DIRECTION. A SHALLOW POND PROVIDES AN AREA OF MEDITATION & PRAYER FOR THE MONKS AS WELL AS A PLACE TO REST FOR THE PUBLIC TRAVELLING THROUGH THE ADJACENT PARK. THE POND IS DIVIDED BY A SCREEN IN THE SHAPE OF CROSS AS THE OBJECT OF BOTH THE MONKS’ AND THE PUBLIC’S REFLECTION.
PROJECT MODEL
INTERIOR MODEL
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144
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149
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143
RAIL
INE T
GLENAYR RD
BELTL
144
145 146 147 148 149 150
DE UN
152
RG
153
RO
TH
ED
AR
VA
RA
VI
EL
NE
N UN
SITE PLAN
LE
YT
157
WA
NOR
C
UB DS
CONTEXT PLAN
156
UN
154 155
architectural projects
151
1 SANCTUARY 2 LAUDS/ CHOIR AREA 3 NAVE 4 STATIONS OF THE CROSS 5 NARTHEX 6 CHAPEL WASHROOM 7 CHAPEL STORAGE 8 SACRISTY 9 CLOSET 10 ACCESSIBILITY LIFT 11 LUNCH ROOM 12 KITCHENETTE 13 PAINTING STUDIO 14 WASHING STATION 15 STUDIO STORAGE
16 BARRIER-FREE WASHROOM 17 MONASTERY STORE 18 CASH REGISTER 19 MONASTERY STORE STORAGE 20 MECHANICAL & ELECTRICAL ROOM 21 GARBAGE & RECYCLING STORAGE 22 DELIVERY BAY 23 BICYCLE RACK 24 PUBLIC SEATING 25 FOUNTAIN 26 CANTILEVERED SEATING PLATFORM 27 SHALLOW POND 28 MEDITATION & PRAYER AREA 29 SCREEN 30 RETAINING WALL
1
roof construction 25mm composite wood roof deck 38mm perpendicular wood strapping 75mm extruded polystyrene insulation c/w 38 x 75mm wood strapping @ 600mm O.C. roof membrane - air barrier, vapour barrier 19mm exterior grade plywood sheathing 100 x 300mm glue laminated timber c/w 100mm bird's mouth cut @ intersecting beams 25mm wood finish
up
2
4
parapet constuction metal flashing c/w drip edge on both sides membrane to lap parapet air, vapour barrier 38 x 286mm wood studs @ 600mm O.C. c/w mineral wool batt insulation 3 - 38 x 286mm bottom plate
3
structure 200 x 600mm glue laminated beams c/w steel connecting plates at junction 600 to 1200mm tapered glue laminated column
4
wall constuction 12mm vertical wood siding 38mm horizontal wood strapping @ 600mm O.C. 75mm extruded polystyrene insulation wall membrane - air, vapour barrier 19mm exterior grade plywood sheathing 100 x 300mm glue laminated timber @ 600mm O.C. c/w 100mm bird's mouth cut @ intersecting columns 250mm void 19mm interior wood finish
slope to scupper
a
30
2
6
5 up
a
3
1
7
5 4
9
10
8 up
up
14
28
glazing aluminum flashing with drip edge, sealant & gasket 200mm aluminum mullion 38mm double pane glass
30
13 11
6
15
27
12
16
29
29 18 27
slab on grade 38mm wood floor 300mm poured concrete slab 150mm granular fill compacted soil
24 17
26 23 25
BUILDING PLAN
19 20
21
slope
22
WALL SECTION
EAST ELEVATION
SOUTH ELEVATION
WEST ELEVATION
architectural projects
NORTH ELEVATION
NORTH-WEST PERSPECTIVE
CHAPEL INTERIOR PERSPECTIVE
SOUTH-WEST PERSPECTIVE
CHAPEL SECTIONAL MODEL
architectural projects
SOUTH-EAST PERSPECTIVE
LOCATION: TORONTO, ONTARIO DATE COMPLETED: DECEMBER 2013
THRESHOLD
CONNECTION
ADAPTABILITY
wellington centre for the performing arts THE CEDARVALE RAVINE TRAPPIST CHAPEL IS LOCATED IN A HEAVILY FORESTED VALLEY IN THE FOREST HILL NEIGHBOURHOOD OF TORONTO. TRAPIST MONKS COME TO THE CHAPEL TO ENGAGE IN THE PRODUCTION AND SALE OF FAITH-INSPIRED PAINTINGS. THE ARTISTS STUDIO AND MONASTERY STORE ARE NATURALLY LIT. THE CHAPEL ITSELF IS GEOMETRICALLY TAPERED TOWARDS THE SANCTUARY IN EVERY DIRECTION. A SHALLOW POND PROVIDES AN AREA OF MEDITATION & PRAYER FOR THE MONKS AS WELL AS A PLACE TO REST FOR THE PUBLIC TRAVELLING THROUGH THE ADJACENT PARK. THE POND IS DIVIDED BY A SCREEN IN THE SHAPE OF CROSS AS THE OBJECT OF BOTH THE MONKS’ AND THE PUBLIC’S REFLECTION.
PROJECT MODEL
AMBIDEXTERITY
SITE PLAN
architectural projects
RTH
NO
SITE AXONOMETRIC
PROGRAMATIC AXONOMETRIC
NO NO
NO NO
RTH RTH
architectural projects
RTH RTH
NO
RTH
NO
RTH
architectural projects
300MM STRUCTURAL ROOF SLAB
300MM REINFORCED CONCRETE SHEAR WALLS
300MM X 300MM INTERIOR STEEL COLUMN
600MM X 300MM EXTERIOR STEEL COLUMN
600MM REINFORCED & INSULATED CONCRETE WALL PANEL WITH IRON-OXIDE PIGMENTATION
300MM STRUCTURAL FLOOR SLAB
600MM REINFORCED & INSULATED CONCRETE WALL PANEL
600MM REINFORCED CONCRETE FOUNDATION WALL
STRUCTURAL AXONOMETRIC
VERTICAL PLUMBING SHAFT
MECHANICAL ROOM ELECTRICAL ROOM
VERTICAL AIR SHAFT MECHANICAL ROOM ELECTRICAL ROOM
VERTICAL AIR SHAFT
MECHANICAL ROOM ELECTRICAL ROOM TRANSFORMER VAULT
MECHANICAL ROOM SPRINKLER ROOM
BOILER ROOM
ELECTRICAL ROOM
MECHANICAL ROOM
SWITCH ROOM
MECHANICAL AXONOMETRIC
architectural projects
ELECTRICAL ROOM
PERSPECTIVE FROM STREET
PERSPECTIVE FROM REAR
LOBBY PERSPECTIVE
architectural projects
INFORMAL THEATRE PERSPECTIVE
ULUQSIT - A SYLLABIC INUKTITUT WORD MEANING CHISEL FOR ROUGH WORK. THE PROJECT IS RESPONDING TO THE LACK OF CULTURALLY APPROPRIATE HOUSING SOLUTIONS IN THE TERRITORY OF NUNAVUT. THE PROPOSAL IS A HOUSING PROTOYPE THAT IMPLEMENTS THE MASS CUSTOMIZATION OF ROOM MODULES IN ORDER TO DELIVER CLIENT-SPECIFIC HOUSING SOLUTIONS. THE SCHEME INCORPORATES A TYPICAL SHARED SPACE AND GARAGE THROUGHOUT THE MULTITUDE OF POSSIBLE DESIGN CONFIGURATIONS. ANY COMBINATION OF BACHELOR SUITES, SMALL AND LARGE FAMILY UNITS ARE ADDED ONTO THE SHARED SPACE IN THE CENTRE TO ACCOMMODATE ESSENTIALLY ANY MULTI-FAMILY, SINGLE-PARENT, OR BACHELOR HOUSING DYNAMIC THROUGH CONGEGRATION.
uluqsit LOCATION: CAMBRIDGE BAY, NUNAVUT DATE COMPLETED: OCTOBER 2012
MODULE OPTIONS
SITE PLAN
FLOOR PLANS
COMPLEX D REAR PERSPECTIVE
architectural projects
COMPLEX D FRONT PERSPECTIVE
COMPLEX D SOUTHEAST ISOMETRIC
COMPLEX D SOUTHWEST ISOMETRIC COMPLEX D - ELEVATIONS
architectural projects
PHYSICAL MODEL
DATE COMPLETED: DECEMBER 2013
RIBS - Roof Integrated Building Systems © ROOF-INTEGRATED BUILDING SYSTEMS (RIBS) IS AN INNOVATIVE NEW ROOF PANEL SYSTEM, DESIGNED FOR SMALL TO MID-SCALE STRUCTURES THAT HAVE A DESIRED FLAT ROOF OR VAULTED CEILING AESTHETIC. THE RIBS ROOF PANEL SEPARATES ITSELF FROM EXISTING MARKET ROOF PANEL PRODUCTS BECAUSE IT IS CAPABLE OF CONCEALING BUILDING SYSTEMS. THE PANEL IS PRIMARILY COMPOSED OF WOOD PRODUCTS. THE RIBS ROOF PANEL UTILIZES STANDARD, READILY AVAILABLE WOOD MATERIALS AS WELL AS WOOD PRODUCTS CREATED BY A NEW PROCESS, RIBBED FIBREBOARD PRESSING PROCESS
(RFPP), THAT CREATES A RIBBED PROFILE IN THE SHEET BY UNIFORMLY POURING THE FIBRE MIX ONTO A CONVEYOR BELT AND PUSHING THE OVERSIZED LUMP THROUGH A PRE-PRESS FENCE TO THE DESIRED PROFILE. THE ROOF-INTEGRATED BUILDING SYSTEMS ALLOWS FOR AN EXCEPTIONALLY FAST ON-SITE INSTALLATION OF THE ROOF, CEILING AND RELATED SYSTEMS, WHICH TRANSLATES TO IMMENSE COST-SAVINGS ON LABOUR.
5
1
2
3
4'-0" (1219mm)
4
6
7
8
4'-0" (1219mm)
9
4'-0" (1219mm)
INTERLOCKING ROOF PANELS
10
4'-0" (1219mm)
LONGITUDINAL SECTION
2
3
4
10
5
6
7
8
9
8'-0" (2438mm)
LATERAL SECTION
VARIABLE ROOF FINISH ½” (12.5MM) EXTERIOR GRADE 4’-0” X 8’-0” (1219.2MM X 2438.4MM) PLYWOOD 1 ½” (38.1MM) BITUMEN-IMPREGNATED RIBBED FIBREBOARD (BIRF) AIR/ MOISTURE BARRIER COLD APPLIED TO U/S OF BIRF 2 X 6 (38MM X 140MM) TO 2 X 10 (38MM X 235MM) DIMENSIONAL LUMBER @ 24” (600MM) O.C. 5.5” (140MM) SPRAY-APPLIED CLOSED-CELL FOAM INSULATION 5MIL. POLYETHYLENE VAPOUR BARRIER COLD APPLIED TO T/O RFS 8” (203.2MM) TO 18” (457.2MM) RIBBED FIBREBOARD SLAB (RFS) VARIABLE INTERIOR FINISH VARIABLE BUILDING SERVICES A ELECTRICAL WIRING B CEILING LIGHTING FIXTURES C TELECOMMUNICATIONS WIRING D SPRINKLER PIPES E SPRINKLER HEADS F HVAC DUCTWORK G CEILING SUPPLY DIFFUSERS H CEILING RETURN GRILLES
TOTAL WIDTH MINIMUM LENGTH MAXIMUM LENGTH MINIMUM DEPTH MAXIMUM DEPTH
8’-0” (2438.4MM) 4’-0” (1219.2MM) 24’-0” (7315.2MM) 15 ½” (393.7MM) 29 ¼” (742.95MM)
EXPLODED ISOMETRIC
architectural projects
1 2 3 4 5 6 7 8 9 10
1
THE RYERSON DEPARTMENT OF ARCHITECTURAL SCIENCE BUILDING IS IN NEED OF A ENTRANCE REVITALIZATION. THE PROPOSED CANOPY AND THRESHOLD ACTS AS A SEGUE INTO THE ARCHITECTURAL DISPLAY GALLERY IN THE LOBBY. THE EXTERIOR CANOPIES ARE DERIVED GEOMETRICALLY FROM THE GOLDEN RATIO AND PROGRESSIVELY ELEVATE - AS A TRIBUTE TO HIGHER EDUCATION. THE GENTLY CONVOLUTED INTERIOR THRESHOLD CREATES A NEW FOCAL POINT IN THE BUILDING’S ATRIUM AND ACTS AS A SOLAR SHADE WHILE EMITTING DESIGN INSPIRATION TO THE STUDENTS.
LOCATION: TORONTO, ONTARIO DATE COMPLETED: DECEMBER 2011
PARTI DIAGRAM
BIRDS-EYE-VIEW PERSPECTIVE
Ryerson DAS entrance project PERSPECTIVE SKETCH
THRESHOLD PERSPECTIVE
ENTRANCE PERSPECTIVE
GALLERY PERSPECTIVE
architectural projects
PERSPECTIVE FROM CHURCH STREET
DRAWING D
1
450 VARIES
100
50
300
750 MIN.
200
200 100 175
300 MIN.
450
400
19MM PROTECTION BOARD TO EXTEND TO T/O CRUSHED STONE 300MM CRUSHED STONE
575
100
600
50 12.5 PARAPET WALL ASSEMBLY: INSULATED METAL PANEL 2-50MM EXTRUDED POLYSTYRENE INSULATION AIR, VAPOUR BARRIER 300MM PRECAST CONCRETE WALL AIR, VAPOUR BARRIER 50MM EXTRUDED POLYSTYRENE INSULATION ROOT-RESISTANT WATERPROOFING MEMBRANE STEEL FLASHING C/W DRIP EDGE SLOPED TO ECTERIOR, TO EXTEND TO T/O CRUSHED STONE
200 X 450MM PRECAST CONCRETE CURB
600
L-ANGLE STEEL CONNECTORS METAL SCREEN CONNECTION @ 1600 MM O.C.: 200 X 500 X 25MM T-ANGLE 75 X 85 X 200 U-PLATE 25 X 85MM PLASTIC BLOCKING
... 2-50MM EXTRUDED POLYSTYRENE INSULATION TO BE TAPERED & SEALED AT SEAMS CONTINUOUS POLYETHYLENE VAPOUR BARRIER 200MM POURED CONCRETE 38MM CORRUGATED STEEL ROOF DECK 400MM STEEL BEAM 600MM OWSJ @ 1200MM O.C.
W260 X 800 STEEL BEAM 20MM NEOPRENE SHIM
200 X 200 X 12MM STEEL ANGLE
CONTINUOUS VAPOUR BARRIER
300 X 300MM REINFORCED CONCRETE CURB
SEALANT & GASKET 8MM PLASTIC SHIM
400MM STEEL CHANNEL
detailing study
GREEN ROOF ASSEMBLY: INTENSIVE GREEN ROOF 300MM SOIL FILTER FABRIC 100MM CORRUGATED DRAINAGE MAT 19MM PROTECTION BOARD ROOT-RESISTANT WATERPROOFING MEMBRANE ... 9600 T/O THIRD FLOOR SLAB
ALONG THE GENTLE OVERH USERS THAT ARE BUILDING FROM FURTHERMORE, METAL SCREEN PASSIVELY REDU GAINS. THE SCREEN FRAME THAT IS T STRUCTURE WITH BROKEN U PLAT BLOCKING. THE GREEN SUPPORTED BY BEAMS AND OW THE EXTERIO COMPOSED OF PANEL.
SOFFIT ASSEMBLY: 140MM STEEL JOISTS @ 400MM O.C. C/W MINERAL WOOL INSULATION 19MM FIBRE CEMENT BOARD
200 X 200MM HSS METAL SCREEN: 12.5MM PERFORATED METAL SCREEN 50MM HORIZONTAL STEEL FRAMING MEMBERS @ 1000MM O.C. 100MM VERTICAL FRAMING MEMBERS @ 600MM O.C.
250 760
450
250 500
75
200
150
75
DOUBLE-PANE CURTAIN WALL GLAZING
300
500MM Ø HSS COLUMN BEYOND
EXTERIOR
DRAWING N
CURTA AT GRE OVER SCALE:
2013
DRAWING N
INTERIOR
DE
LAP 2-50MM EXTRUDED POLYSTYRENE INSULATION DRAWING DESCRIPTION:
PE
LO
°S
30
20
25 X 25MM STEEL ANGLE BOLTED TO CURB
200MM REINFORCED CONCRETE RETAINING WALL
FROST LINE 300
MIN. 150MM CRUSHED STONE 100MMØ PERFORATED WEEPING TILE 600 X 300MM REINFORCED CONCRETE FOOTING TO EXTEND BELOW FRONT LINE
30
°S
LO
PE
100 600
600
19 50 69
150
150
150
300 450
600 669
20MM NEOPRENE SHIM
FOUNDATION WALL ASSEMBLY: WATERPROOFING MEMBRANE 50MM EXTRUDED POLYSTYRENE INSULATION TO EXTEND 1200MM BELOW GRADE 19MM DIMPLED DRAINAGE MAT TO EXTEND TO T/O FOOTING DAMPPROOFING MEMBRANE TO LAP T/O FOUNDATION WALL AND EXTEND DOWN TO T/O FOOTING 600MM REINFORCED CONCRETE FOUNDATION WALL 600MM CRUSHED STONE 100MM CRUSHED STONE TO EXTEND TO T/O FOOTING
750 MIN.
300MM CRUSHED STONE
200
200 X 450MM PRECAST CONCRETE CURB
3% SLOPE
19MM PROTECTION BOARD TO EXTEND TO T/O CRUSHED STONE
12MM ASPHALT IMPREGNATED BOARD
FLOOR ASSEMBLY: 300 X 600 X 20MM NATURAL STONE (FINE FINISH) 20MM DRY-SET MORTAR BED 160 MM POURED CONCRETE 38MM CORRUGATED STEEL DECK 400MM STEEL BEAM
GREEN ROOF
300 MIN.
40 160 400
150
1200 MIN.
12MM ASPHALT IMPREGNATED BOARD
600MM ALUMINUM CATWALK
600
300
150
SIDEWALK ASSEMBLY: 100MM POURED CONCRETE SIDEWALK 75MM GRANULAR A
0000 T/O GROUND FLOOR SLAB
PARAPET ASSEMBLY: 300MM PRECAST CONCRETE WALL AIR, VAPOUR BARRIER 50MM EXTRUDED POLYSTYRENE INSULATION ROOT-RESISTANT WATERPROOFING MEMBRANE STEEL FLASHING C/W DRIP EDGE SLOPED TO ECTERIOR, TO EXTEND TO T/O CRUSHED STONE
50
300 X 300MM REINFORCED CONCRETE CURB VERTICAL FIN CONNECTION @ 1600 MM O.C.: 200 X 500 X 25MM T-ANGLE 75 X 85 X 200 U-PLATE 25 X 85MM PLASTIC BLOCKING
CURTAIN WALL AT GRADE SCALE:
1:15
DATE:
2013-04-03
DRAWING No.:
DE-1
200 X 100 X 12MM STEEL ANGLE WELDED TO T/O STEEL BEAM INSULATED SPANDREL PANEL: SPANDREL GLAZING 50MM EXTRUDED POLYSTYRENE INSULATION ALUMINUM BACK-PAN 50MM EXTRUDED POLYSTYRENE INSULATION AIR/VAPOUR BARRIER 19MM EXTERIOR GRADE SHEATHING DOUBLE-PANE CURTAIN WALL GLAZING 550 X 12MM PERFORATED VERTICAL METAL FINS
375 X 85 X 6MM L-ANGLE STEEL CONNECTORS DRAWING NAME:
GREEN ROOF ASSEMBLY: INTENSIVE GREEN ROOF 300MM SOIL FILTER FABRIC 100MM CORRUGATED DRAINAGE MAT 19MM PROTECTION BOARD ROOT-RESISTANT WATERPROOFING MEMBRANE ...
575
150 MIN.
5% SLOPE 75 100
STEEL FLASHING C/W DRIP EDGE SLOPED TO ECTERIOR, TO EXTEND TO T/O CRUSHED STONE
150
100 175
SEALANT & GASKET
160 X 160 X 12MM STEEL ANGLE BOLTED TO FOUNDATION WALL AND THROUGH FLANGE OF STEEL BEAM
150
200
8MM WOOD SHIM
150
600
275 X 600 X 20MM NATURAL STONE ON 20MM DRY-SET MORTAR BED
DOUBLE-PANE CURTAIN WALL GLAZING
500
EXTERIOR
400
INTERIOR
250
75
1150 650
INTERIOR 150 550
100
650
150
300 450
1100
150
550
295
THE VERTICA CONTINUE TO T BUILDING WHER ELEMENTS FROM DRAWING ARE THE USE OF CONCRETE CUR OF THE ROOF SL EFFECTIVE BASE THE PARAPET.
200
70
EXTERIOR
150
DRAWING D
3
100
340 150
AT THE GRADE CONDITION, WHERE THE FOUNDATION WALL MEETS THE SIDEWALK, A RETAINING WALL IS USED TO CREATE A DRAINAGE CAVITY TO PROTECT THE FOUNDATION WALL FROM WATER INFILTRATION. THE BASE OF THE CURTAIN WALL IS AT 150MM ABOVE FLOOR LEVEL, TO ACCOMMODATE FOR ANY POTENTIAL SNOW BUILDUP. IN THE EVENT OF A BUILDUP, THE PERIMETER GRATE WILL BEGIN TO DRAIN PRECIPITATION BELOW THE FOOTINGS OF THE BUILDING. THE GROUND FLOOR LOBBY IS FINISHED WITH CERAMIC TILES, WHERE AS THE BASEMENT LEFT UNFINISHED.
450
2
1
DATE:
19200 T/O ROOF SLAB ... 2-50MM EXTRUDED POLYSTYRENE INSULATION TO BE TAPERED & SEALED AT SEAMS CONTINUOUS POLYETHYLENE VAPOUR BARRIER 200MM POURED CONCRETE 38MM CORRUGATED STEEL ROOF DECK 400MM STEEL BEAM DRAWING N
12 GA. WIRE FASTENED TO U/S STEEL DECK SUSPENDED CEILING ASSEMBLY: 450MM MECHANICAL,ELECTRICAL, SPRINKLER & LIGHTING PLENUM 25MM STEEL T-BAR @ 600MM O.C. 12.5MM WOOD BACKER @ 300MM O.C. 63.5MM VERTICAL WOOD GRILLE PANEL
W260 X 400 STEEL BEAM ON 20MM NEOPRENE SHIM 210 X 140MM LIGHTING REVEAL 12.5MM WOOD FINISH 102MM STEEL STUDS @ 600MM O.C.
CURTA AT GRE PAR SCALE:
1
DATE:
2013
DRAWING N
DE
case studies
envelope & thermal bridge anaylsis
ARCHITECTS: SUSTAINABLE.TO LOCATION: TORONTO, ONTARIO DATE COMPLETED: DECEMBER 2012 SUSTAINABLE.TO’S RENDERING
willowdale passive solar house THE EXPLODED ISOMETRIC DRAWING OF THE WILLOWDALE PASSIVE HOUSE WAS MANUALLY DRAFTED ON BROWN CRAFT PAPER. WITH GUIDANCE FROM SUSTAINABLE.TO, THE BUILDING ASSEMBLIES WERE DETERMINED AND DRAWN TO SCALE IN ORDER TO RE-PRODUCE THE PROVIDED WORKING DRAWINGS USING MANUAL DRAFTING TECHNIQUES. THE WILLOWDALE PASSIVE HOUSE WAS RECOGNIZED FOR ITS SUSTAINABLE INNITIATIVES WITH THE RECEPTION OF THE 2012 CMHC HEALTHY HOUSING AWARD. 1 TYPICAL EXTERIOR WALL ASSEMBLY: HORIZONTAL FIBER CEMENT SIDING EXTERIOR CLADDING ON VERTICAL WOOD STRAPPING EXTRUDED POLYSTYRENE INSULATION WATER RESISTIVE BARRIER INSULATED CONCRETE FORM WITH PLASTER INTERIOR FINISH 2 DOUBLE GLAZED WINDOWS & DOORS WITH LOW EMISSIVITY COATING 3 RADIANT FLOOR HEATING IN CONCRETE SLAB 4 DIMPLE BOARD WATERPROOFING MEMBRANE ON INSULATED CONCRETE FORM FOUNDATION WALL WITH PLASTER INTERIOR FINISH 5 INTERIOR WOOD STUD WALL WITH PLASTER INTERIOR FINISH ON GYPSUM WALL BOARD 6 HARDWOOD FLOOR FINISH ON CONCRETE TOPPING WITH HYDRONIC HEAT COILS ON WOOD FLOOR JOISTS 7 CONCRETE DECK ON COMPOSITE FLOOR SYSTEM 8 INTERIOR STAIRS 9 EXTERIOR STAIRS 10 DOUBLE-SIDED FIRE PLACE 11 SINGLE-SIDED FIRE PLACE 12 CHIMNEY WITH HORIZONTAL FIBER CEMENT SIDING CLADDING 13 CORRUGATED METAL ROOF PANEL ON WOOD CEILING JOISTS 14 PHOTOVOLTAIC SOLAR PANELS 15 ELECTRIC VENTING DECK MOUNTED SKYLIGHTS
EXPLODED ISOMETRIC
ARHICTECTS: CANNON DESIGN
15
LOCATION: RICHMOND, BC
14
13
PHYSICAL MODEL
WoodWave roof panel THE PHYSICAL MODEL AND EXPLODED PERSPECTIVE DRAWING ARE REPRODUCTIONS OF CANNON DESIGN’S WOODWAVE PANEL. THE PANEL WAS AN ENTIRELY NEW PRODUCT WITH SIGNIFICANT TECHNOLOGICAL ADVANCEMENTS, STRUCTURALLY AND ACOUSTICALLY. EACH WOODWAVE PANEL CONTAINS THREE TRIANGULAR SECTIONS THAT ARE PREDOMINANTLY CONSTRUCTED OF DIMENSIONAL 2X4S (38 X 89 MM) AND PLYWOOD OF PINE BEETLE WOOD WHICH WAS FALSELY REGARDED AS A STRUCTURALLY INFERIOR WOOD. BY CURVING THE 2X4S, THE WOOD IS ACTING IN COMPRESSION, WHERE WOOD IS STRONGEST. THIS TRANSLATED TO A SIGNIFICANT STRUCTURAL SPAN, AS WELLS AS IMMENSE ECONOMICAL BENEFITS DURING THE CONSTRUCTION OF THE RICHMOND OLYMPIC OVAL. THE GAPS IN THE 2X4 STRANDS ARE ACOUSTICALLY ABSORPTIVE WHILE FURTHER REDUCING THE AMOUNT OF MATERIAL USED. THE WOODWAVE PANEL AS A ROOFING SOLUTION SOLVED THE STRUCTURAL, ACOUSTIC, AND ECONOMICAL PROBLEMS AT THE SAME TIME, WHILE GIVING THE ROOF AN ATTRACTIVE ARTICULATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
STEEL SHOE – 10X75X135MM STEEL L-ANGLE WITH A 10X100X114MM STEEL PLATE WELDED AT THE BOTTOM, WITH BOLTED CONNECTIONS. 5/8 IN. (16MM) Ø DYWIDAG TENSION ROD 2 X 4 (38 X 89MM) STRANDS SPF AND PINEBEETLE DIMENSIONAL LUMBER STRANDS NAILED TOGETHER. 1 1/4 IN. (30MM) STEEL ANGLE REINFORCING CLIPS SCREWED IN. 5/8 IN. (16MM) PLYWOOD GUSSETS OF SAW-TOOTH PROFILES. 43-63MM Ø VARYING PREFABRICATED PIPES 5/8 IN. (16MM) PLYWOOD GUSSET COVER FASTENED TO EACH SIDE. BLACK FABRIC LINER. MINERAL WOOL INSULATION. 5/8 IN. (16MM) EXTERIOR GRADE DOUGLAS FIR PLYWOOD. DOUBLE 2X8 (38X184 MM) SPF TRIMMER. SECOND LAYER OF 1/2 IN. (12.7MM) EXTERIOR GRADE DOUGLAS FIR PLYWOOD. 4 IN. (100MM) STEEL Z-GIRTS 2 LAYERS OF 50MM POLYSTYRENE INSULATION LIGHT-COLOURED PVC WATERPROOF MEMBRANE.
12 11
10
9
8
7 6 5 4
3
2
1
EXPLODED PERSPECTIVE
case studies
DATE COMPLETED: NOVEMBER 2013
LOI ARQUITECTOS’ PHOTO
COMPUTER MODEL
ARCHITECTS: LOI ARQUITECTOS LOCATION: TUNQUEN, CHILE DATE COMPLETED: APRIL 2011
The Rodriguez-Harvey House
FINAL RENDERING
THE RODRIGUEZ-HARVEY HOUSE IS AN ARCHITECTURAL COMPUTER VISUALIZATION REPRODUCTION USING AUTODESK AUTOCAD AND 3DMAX. THE ORIGINAL DESIGN OF THE RODRIGUEZ HARVEY HOUSE IS BY NICOLAS LOI: LOI ARQUITECTOS AND THE HOUSE IS IN TUNQUÉN, CHILE.
EXTERIOR PERSPECTIVE
KITCHEN PERSPECTIVE
case studies
PORCH PERSPECTIVE
LIVING ROOM PERSPECTIVE
BEDROOM PERSPECTIVE
ARCHITECTS: MOORES & DUNFORD; ZEIDLER ROBERTS LOCATION: TORONTO, ONTARIO DATE COMPLETED: DECEMBER 2012
Queens Quay Terminal THE STRUCTURAL ANALYSIS OF QUEENS QUAY TERMINAL IN TORONTO REVEALED THAT THE STRUCTURE WAS PREDOMINANTLY CONSTRUCTED USING REINFORCED CONCRETE IN THE TWO-WAY SLAB, BEAMS, DROP PANELS, CORBELS, AND COLUMNS.
EXPLODED ISOMETRIC
case studies STRUCTURAL DRAWINGS
DATE COMPLETED: SEPTEMBER 2016
TEAM MEMBERS: BRANDON BORTOLUZZI RÉMI CARREIRO AILSA CRAIGEN ARIEL COOKE MICHAEL FIK ARIS PECI
stratatone
group projects
TEAM MEMBERS: JAYDON CHUN RAMONVITO ESPINO MICHAEL FIK MARK MELNICHUK LOCATION: TORONTO, ONTARIO DATE COMPLETED: APRIL 2016
evolve
B
PENTHOUSE T/O PARAPET
23900
PENTHOUSE T/O FLOOR
23500
LEVEL 6 - ROOF T/O PARAPET
20400
3100
3500
400
A
ROOF
8
3.6
1.3
600
3900
2407
1.1
600 1384 293
491
7
3700
2316
EXTERIOR
TERRACE
600
1.3
2316
5
16100
LEVEL 4 U/S STRUCTURE
15609
LEVEL 4 U/S SOFFIT
15316
LEVEL 4 T/O PARAPET
13000
LEVEL 4 T/O FINISHED FLOOR
12400
11909
LEVEL 3 U/S SOFFIT
11616
LEVEL 3 T/O PARAPET
9300
LEVEL 3 T/O FINISHED FLOOR
8700
LEVEL 2 U/S STRUCTURE
8209
LEVEL 2 U/S SOFFIT
7916
LEVEL 2 T/O PARAPET
5600
LEVEL 2 T/O FINISHED FLOOR
5000
491
UNIT
TERRACE 3.4b
3.3b
3.1b
1.3
293
1047
600
LEVEL 3 U/S STRUCTURE
3.1
1.1
2316
1384 293
600
3.2
1940
16700
UNIT
A202
3660
LEVEL 5 T/O PARAPET LEVEL 5 T/O FINISHED FLOOR
UNIT
491
1384 293
23900 3700
19107
3.1
1.1
3700
LEVEL 5 U/S SOFFIT
A202 6
3.3
5000
19400
3.1
1.1
A202
4
2
A202
A202
COURTYARD
1 A202
LEVEL 1 U/S STRUCTURE
3953
LEVEL 1 U/S SOFFIT
3660
LEVEL 1 T/O SLAB
0000
GALLERY
X.X
X.X
PARKING
1
20000
LEVEL 5 U/S STRUCTURE
UNIT 3.2
A201
LEVEL 6 - ROOF T/O ROOF
WALL SECTION THROUGH CLT CONDO 1:50
group projects
1293 293
400
A202
LOCATION: THAMESFORD, ONTARIO DATE COMPLETED: JANUARY 2016
TEAM MEMBERS: IMANE BOURY MICHAEL FIK MICHELLE FRIESEN JEAN-PAUL GUAY MICHAEL HANKUS EVA HUANG JEONG-YEON HYUN
YULIYA IVANOVA KIERAN JACKSON RACHEL LUU NAZANIN MIRSHARIFI AMANDA NALLI SAMANTHA TURCHYN AGNES YUEN
The LotusPolkÜ is an interactive installation symbolizing the natural power of water over the interaction of mankind through a poetic balance. The site is located along the Thames River in Thamesford, Ontario – a small, tranquil town along the railroad. The design responds to the surrounding still water by integrating itself as a playful interaction between man and nature. The user is humbled by the intervention as it reminds them of the power that nature emits. Some of the floating docks tilt to a maximum angle of 5° and startle the user into thinking they are about to fall into the marsh. This sensation reminds them of the power of water and nature over humanity. Furthermore, the movement suggests the idea that man can be disruptive but in time, nature will revert back to its normal state. The design informs the visitors of the growing carbon footprint and threatened surrounding ecology, where the effect of the subtle splashing engages man to acknowledge the importance of balancing water. With consideration that Canadians are exposed to an abundance amount of fresh water in comparison to others, we are not consuming wisely as we should. The floating pads are composed of a chestnut timber structure that is found within the region. The framework permits multiple spaces for the placement of recycled plastic barrels and rubber tires which give the pads buoyancy. Safety and aesthetics are acknowledged with the installation of continuous LED lights around the circumference of the pads as a way to engage night time users. As the tide of the river changes, the pole system allows each platform to rise and fall with the water levels. The simplistic qualities of the design such as its form and fluidity allows for future expansion and contraction of the pads.
1
2
3
4
5
6
lotus polku
1. White LED Circular Light Strips
7
2. 2x4 Horizontal Balsa Wood Members with water-proofing finish 3. 2x4 Vertical Balsa Wood Members with water-proofing finish 4. 2x4 Balsa Wood Frame with water-proofing finish 5. Large 885 mm x 600 mm and Small 885 mm x 400 mm Recycled Plastic Air-filled Barrels 6. 300 mm Anchoring Steel Pole with Wave Allowance 7. Six Air-filled Rubber Tires
7. Six Air-filled Rubber Tires
Use: Circulation Movement: Static Area: 5m Max Load: 4 people
1.5m
Use: Circulation Movement: Static Area: 7.9m Max Load: 9 people
2.5m
3.0m
Use: Program Movement: Interactive Area: 9.5m Max Load: 11 people
3.5m
Use: Program Movement: Interactive Area: 11m Max Load: 13 people
Pad Size Diagram
Static vs. Interactive
Circulation
Moving Pad Stationary Pad
SECTION A-A
PAVILLION PLAN
PAVILLION BUILDING PLAN
PAVILLION ORTHOS
group projects
1:100
1
2
4 3
5
5 7
6
Flora and Fauna
1 Rosebreasted Grosbeak 2 Wood Frog 3 WhiteTrout Lily 4 Eastern Sand Darter 5 Mayyy 6 Bloodroot 7 Walleye
Interactive Pads
Longitudinal Section
SITE
EXPLORATION OF STRUCTURAL WOOD
EXPLORATION OF STRUCTURAL CONCRETE
EXPLORATION OF STRUCTURAL STEEL
canopy exploration - celebration square
THE EXISTING STAGE AND CANOPY AT CELEBRATION SQUARE IN MISSISSAUGA WAS REINVESTIGATED AND RECONSIDERED THROUGH THE USE OF THE THREE PRIMARY STRUCTURAL MATERIALS: WOOD, CONCRETE AND STEEL. A FINAL DESIGN WAS ACHIEVED BY USE A GLULAM AND STEEL HYBRID TO ACHIEVE AN EXPRESSIVE CANOPY.
TEAM MEMBERS: DEMITRI DELEAN MICHAEL FIK ARIS PECI
LOCATION: MISSISSAUGA, ONTARIO
EXTERIOR PERSPECTIVE
COMPRESSION TENSION
group projects
DATE COMPLETED: DECEMBER 2012
FINAL DESIGN - GLULAM & STEEL HYBRID
THE ISSUE OF UNDERUTILIZED SPACES ON RYERSON CAMPUS BECAME APPARENT VICTORIA STREET LANE IS CONSIDERED UNSAFE AND UNFAVOURED BY SO MANY FACULTY AND STUDENTS ALIKE. THIS LANE WAY PROPOSAL BRINGS FORTH NEW ACCESS POINTS BETWEEN SEVERAL MAIN CORRIDORS ON SCHOOL GROUNDS. A NEW THOROUGHFARE FOR PEDESTRIAN TRAFFIC HAS BEEN CREATED TO ASSURE A SUSTAINABLE AND EXCITING GROWTH FOR RYERSON. THIS NEW CORRIDOR AIDS IN LINKING SEVERAL UNIVERSITY SERVICES AND BUILDINGS THROUGH TO A CENTRAL NODE OF THE CAMPUS LOCATED ALONG VICTORIA STREET AND GOULD ST. THIS DEVELOPMENT IS THE FIRST PHASE OF A LARGER DEVELOPMENT TO ENHANCE OTHER VIABLE LANE WAYS ON THE RYERSON CAMPUS. IN THE FIRST PHASE, DUNDAS STREET IS CONNECTED TO GOULD STREET AS WELL AS VICTORIA STREET TO BOND STREET. THIS IS ACHIEVED THROUGH A CONSISTENT DARK PAVER AND A LIGHT CANOPY THAT FLOWS INTO THE NETWORK OF LANE WAYS. THE DESIGN ESSENTIALLY ESTABLISHES AN INVITING LANGUAGE WHICH CAN BE APPLIED TO THE FUTURE PHASES OF THE LANE WAY REVITALIZATIONS AND CAN BE EASILY RECOGNIZED AS A CIRCULATION NETWORK THROUGHOUT CAMPUS. VEGETATION IS INTEGRATED WITH THE DESIGN ON SEVERAL PLANES: SHRUBBERY AND GRASSES POPULATE THE GROUND PLANE AS POCKET GARDENS INTERTWINE WITH THE PERMEABLE PAVERS AT GRADE. GREEN WALLS ARE SUPERIMPOSED ONTO THE EXISTING BRICK WALLS FACING INTO VICTORIA STREET LANE. FINALLY, A SERIES OF LATTICED CANOPIES PROVIDE SHADING OVER THE LINK AS MORE VEGETATION IS INTEGRATED WITH THE LATTICE. THE RESULT IS AN UNABRIDGED THOROUGHFARE CONNECTING THE CAMPUS WITH ITS SURROUNDINGS
LOCATION: TORONTO, ONTARIO DATE COMPLETED: APRIL 2013 TEAM MEMBERS: REMI CARREIRO DEMITRI DELEAN MICHAEL FIK ARIS PECI
unabridged - victoria street lane
SECTION THROUGH VICTORY STREET LANE
SITE PERSPECTIVE
SITE PLAN
GOULD STREET PERSPECTIVE
GREEN WALL EXPLODED ISOMETRIC
CANOPY EXPLODED ISOMETRIC
VICTORIA STREET LANE PERSPECTIVE
group projects
VICTORIA STREET LANE PERSPECTIVE
BLOOR STREET W. PERSPECTIVE
civic intermission CIVILITY IN DESIGN MEANS REQUIRES THE RESOLUTION OF WHAT IS BEING OFFERED, TO WHOM IT IS BEING OFFERED, AND IN WHICH MANNER IT IS OFFERED. THIS DESIGN PROPOSAL CONSIDERS CIVILITY AS THE ANTITHESIS TO THE BARBARIC CONDITION OF HUMAN EXISTENCE. LN THIS SENSE WE SEEK TO REFINE AND MAKE EASIER THE CONDITION OF URBAN LIFE AS THE CITY REPRESENTS THE PINNACLE OF HUMAN ACHIEVEMENT AND CIVILITY. THE INTEGRATION OF SERVICES TO INCLUSIVELY SERVE MULTIPLE DEMOGRAPHICS ACTS TO INCREASE THE INDIVIDUAL’S RIGHT TO THE CITY. THROUGH THE INTRODUCTION OF A PAVILION AND INTEGRATED PARK THE PROPOSED INTERVENTION SERVES AS A PLACE OF REFUGE, PLACE OF SERVICE AND PLACE OF COMMUNICATION. THE PHYSICAL ARTICULATION CONSISTS OF MODULAR ELEMENTS THAT CAN BE ADJUSTED TO SERVE SPECIFIC DEMOGRAPHIC GROUPS AT VARYING SITES THROUGHOUT THE CITY. IN THE CASE OF BEDFORD & BLOOR THE INTERVENTION SERVES TOURISTS, STUDENTS, COMMUTERS, PROFESSIONALS AND THE DISENFRANCHISED. EACH GROUP HAS ACCESS TO FACILITIES TO EASE DAILY TASKS INCLUDING BIKE REPAIR, BIKE STORAGE, SHOWER S, WASHROOM FACILITIES, CHANGE ROOMS, EATING LOUNGES, CHARGING LOUNGES AND INTERACTIVE INFORMATION DISPLAYS. THE TRANSLUCENT INTERACTIVE DISPLAY PANEL WHICH MAKES UP THE FACADE OF THE PAVILION SERVES TO PROVIDE RELEVANT REAL TIME DATA TO USERS OF THE SITE AND PASSERSBY INCLUDING DATE, TIME, WEATHER, WALKING DISTANCE TO IMPORTANT SITES, TRANSIT TIMES, AND SITE ENERGY CONSUMPTION LEVELS. ARCHITECTURAL CIVILITY MEANS MORE THAN JUST FITTING IN. IT REQUIRES AN APPROPRIATE RELATIONSHIP BETWEEN WHAT A DESIGN CONTAINS AND WHAT IT LOOKS LIKE. THE TRANSLUCENT CHARACTER OF THE INTERVENTION REVEALS A LANGUAGE THAT SEEKS TO ENCOURAGE PUBLICLY-ORIENTED CULTURAL VALUES WITHOUT CALLING ATTENTION TO ITS SELF. IN SERVING AS A HUB OF SERVICES FOR THE MOST IMMEDIATE DEMOGRAPHIC GROUPS OUR INTERVENTION ENSURES INCLUSIVE CIVILITY IN FORM, CONTENT, INTENT AND MEANING.
group projects LOCATION: TORONTO, ONTARIO DATE COMPLETED: JANUARY 2013
TEAM MEMBERS: IVAN CULJAK MATTHEW FERGUSON RYAN FERNANDES DYLON FEYEN
MICHAEL FIK JACQUELINE FOOTE JAMES HEUSSER-KOWOLL DANQING HUANG
ILDA HYSA FAHMIDA JANNAT NICHOLAS JONES JEFREY SZETO
DATE COMPLETED: SEPTEMBER 2011
TEAM MEMBERS: SOROUSH ARABI MICHAEL FIK LILY JEON ARIS PECI JAMES PIERCE CHRISTOPHER ZHU
cardboard tower project
THE DESIGN CHALLENGE WAS TO CONSTRUCT A 2 1/2 STOREY TOWER. ONLY RECYCLABLE AND REUSABLE MATERIALS WERE PERMITTED. THE USE OF ADHESIVES AND GRAVITY-DEFYING DEVICES WERE PROHIBITED. THE TOWER HAD TO BE COLLAPSABLE INTO A 1M X 1M X 1M BOX AND HAD TO BE ERECTED IN LESS THAN 5 MINUTES. FINALLY THE TOWER HAD TO HAVE ARCHITECTURAL MERIT. THE TEAM’S TOWER CONSISTED OF A SERIES OF ROTATING TRIANGULAR MODULES THAT SLOTTED INTO ONE ANOTHER.
group projects
LOCATION: OAKVILLE, ONTARIO DATE COMPLETED: APRIL 2010
THE FOLLOWING RENDERS WERE PRODUCED FOR A FORMER EMPLOYER USING REVIT. THE RENDERS DISPLAY THE EXTERIOR PERSPECTIVES OF A LEED SILVER COMMUNITY RECYCLING CENTRE.
community recycling centre
LOCATION: TORONTO, ONTARIO
other projects
DATE COMPLETED: DECEMBER 2010
BRIAN LUEY
BRIAN LUEY
286 A Lakeshore Road East Oakville Ontario L6J 1J2
286 A Lakeshore Road East Oakville Ontario L6J 1J2
Tel:(905) 845-0382 Fax:(905) 845-9058
Tel:(905) 845-0382 Fax:(905) 845-9058
ARCHITECT
ARCHITECT
THE WALL SECTION AND SECTION DETAILS (LEFT) WERE PRODUCED FOR A FORMER EMPLOYER IN THE ADAPTIVE REUSE OF A MIXED-USE RESTAURANT AND RESIDENCE INTO A TWO-STOREY STARBUCKS. THE CAFE IS UNIQUE BECAUSE IT OFFERS A 2ND STOREY MEZZANINE AND EXTERIOR PATIO LOOKING ONTO THE STREET.
starbucks adaptive reuse
STREET ELEVATION
REAR ELEVATION
STREET PERSPECTIVE
PROCESS DIAGRAM
first gear FIRST GEAR IS A MIXED-USE URBAN INFIL HOUSING PROJECT IN KENSINGTON MARKET. THE COMMERCIAL RETAIL UNIT SITUATED ON THE GROUND FLOOR AND IN THE BASEMENT FACES INTO THE MARKET. THE SHOPKEEPER CAN THEN ACCESS HIS HOME IN THE REMAINING TWO FLOORS, WITH THE RESIDENTIAL ENTRANCE ON THE OPPOSITE SIDE AND ACCESSED FROM THE REAR LANE. BECAUSE THE SHOP SELLS BICYCLES, CIRCULATION THROUGHOUT THE SHOP AND HOUSE ARE DEFINED THROUGH THE MANIPULATION OF THE HORIZONTAL PLANE - A SERIES OF RAMPS, HALF PIPES AND LEVELS CREATES A DYNAMIC SHOPPING AND LIVING EXPERIENCE.
REAR PERSPECTIVE
INTERIOR PERSPECTIVE
LOCATION: TORONTO, ONTARIO
other projects
DATE COMPLETED: DECEMBER 2012
SECTION A-A
SECTION B-B
FLOOR PLANS
ARCHITECTS: MOORES & DUNFORD; ZEIDLER ROBERTS LOCATION: TORONTO, ONTARIO DATE COMPLETED: DECEMBER 2012
STREET ELEVATION
the good neighbour
other projects