STEPHANIE MATKALUK
Architecture Graduate, M.Arch | UBC, Vancouver, BC (2015) Interior Designer, B.A.I.D. | MRU, Calgary, AB (2011)
|SELECTED WORKS| (2012 - 2015)
PROJECTS THE WALL OF MEMORY: an Aboriginal residential school truth & reconciliation archive UBC Graduate Comprehensive Studio final project | Jan. - April 2014 RECONSTRUCTING THE SCHINDLER HOUSE UBC Graduate Revit course final project | June - August 2014 A NEW PROCESSION TO BEAVER LAKE UBC Graduate Vertical Studio 3 final project | Dec. 2014 SOMMELIER POD’S Michale Green DBR design-build course | Naramata, BC, July 2015 RED HAWK ACRES HOUSE Hemsworth Architecture | July 2015 EXPERIENTIAL INFRASTRUCTURE: exploring an experiential design methodology UBC Graduate Thesis project | Jan. - Dec. 2015
THE WALL OF MEMORY: AN ABORIGINAL RESIDENTIAL SCHOOL TRUTH & RECONCILIATION ARCHIVE UBC Graduate Comprehensive Studio final project, | Vancouver, BC, Jan. - April 2014 All work done with Lorrie Roche, displayed at SALA Project and the “Conceptualizing the Technical� AIBC exhibition, Summer 2014 How do you move on from loss? How do you come to a true and complete understanding in order to reconcile the past with the future, to place yourself within the present? How does one respect the atmosphere of pain while presenting a way to move forward with truth? By building a wall. The wall is an architectural construct; it provides shelter from harm, creates a feeling of physical and emotional security, contains and divides space, and it can be something to lean on. The wall, as a symbol, can both obstruct and open up views as well as spatial organization. For these reasons, the wall became the most important aspect of The Archive for the Truth and Reconciliation Centre for the Aboriginal Residential School system project. The archive is everywhere; it is every wall. Through transference, the archive has come to provide shelter and security, it divides space, radiates warmth and is the primary load bearing structural component. The result is simple, yet powerful; the roughened concrete walls are a field condition which become the symbol for the archive itself.
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AA 6 BB 3
Site plan
Site section CC S1_SITE SECTION 1:200
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1
7
CC 8
2
1 2 3 4 5 6 7 8
TRC Archive IK Barber Library Koerner Library Main Mall Millennium pavilion Clock tower Sunken garden Fountain
1:500 Site model, millboard & mylar
Section AA SECTION X 1:100
Section BB SECTION X 1:100
RT1
WT1 Typical load bearing concrete wall assembly, roughened: 3-3/4” reinforced concrete, roughened surface 1/2” copper wire for radiant wall heating system 1” plywood backing continuous moisture barrier, water barrier & air barrier system 2-1/2” EXPS rigid thermal insulation 4-3/4” reinforced load bearing concrete, roughened surface
GT1
ST1 Typical slab on grade foundation: 1-1/2” concrete flooring 1’-0” raised access floor, with metal supports every 2’-0” on center 2” EXPS rigid thermal insulation continuous moisture barrier, water barrier & air barrier system 4” concrete slab on grade with plastic underlay as required
WT1
FT1 Typical floor assembly: 1/2” floating hardwood flooring with 1/4” underlay and acoustic barrier 3/4” cementitious composite tile, 2’’0” x 2’-0” 1’-0” raised access floor, with metal supports every 2’-0” on center 1” plywood, painted on under side as ceiling finish suspended wooden ceiling system with 2-1/2“ x 9-1/2” LVL end joist
GT3 FT1
BT1
FT2 Typical archive floor assembly: 3” metal grill flooring RT1 Typical roof assembly: 1-1/2” pavers, slip resistant finish 2” EXPS rigid thermal insulation continuous moisture barrier, water barrier & air barrier system 9” reinforced concrete 1” plywood, painted on under side as ceiling finish suspended wooden ceiling system with 2-1/2“ x 9-1/2” LVL end joist GT1 Typical skylight assembly: 1 3/4“ triple glazing: 1/2” exterior tempered glass, complete with non-slip finish, 1/4” fritted glass, 1” structural glass. recessed 6” metal frame system
FT2 JT1
GT3 Typical railing assembly: 3/4” triple ply toughened glass on 3” metal stainless steel standoffs, recessed into top of beam below BT1 Typical interior beam support: 2x 3” wooden beams held away from concrete wall by 1/2” internal 18” x 24” metal HSS, built into load bearing concrete wall bolts attach HSS to both beams
ST1
JT1 Typical end joist system: 2-1/2” x 9-1/2” LVL end joist fluorescent up lighting, attached to wooden blocking blocking bottom finished with 1/4” copper metal
Systems Axonometric Section
beam span between primary walls
bracket anchored into primary wall, beam attached from sides and offset from wall
LVL engineered wood stringer
joist bays secondary stringers
ceiling joists
structural beams primary load bearing concrete walls
Beam to wall detail (expressed) primary wall
bracket anchored into primary wall, beam attached from sides flush with wall
Structural diagram
LVL engineered wood stringer
Beam to wall detail (hidden)
RECONSTRUCTING THE SCHINDLER HOUSE UBC Graduate Revit course final project | Vancouver, BC, June - August 2014 Rudolph Schindler designed his house and studio in California in 1921. Today it is considered one of the earliest modern homes. This introduction to Revit course examined the fundamental conceptual underpinnings of the program, and explored various 3D modeling and representational techniques in order to produce a set of design drawings consisting of plans, sections, elevations, details and project renderings.
AA
ENTRY
GARAGE
CHASE STUDIO
KITCHEN CHASE COURTYARD
GUEST ROOM
SCHINDLER COURTYARD
SCHINDLER STUDIO
Main floor plan
BB
ENTRY
North elevation
West elevation
South elevation
East elevation
Section AA
Section BB
Mullion detail
Corner axonometric
Exterior perspective
Interior perspective
A NEW PROCESSION TO BEAVER LAKE UBC Graduate Vertical Studio 3 final project | Vancouver, BC, Dec. 2014 Displayed at SALA Projects, Summer 2015 This project sought to insert an Outdoor School along Beaver Creek, which flows out of Beaver Lake in Stanley park, in order to give a new procession from the forest to the lake. An iterative process of physical model building allowed each component of the project to be assessed for its architectural effect. The program was broken up in order to allow students and the public to interact with the creek in various ways; to hover above it, get down into the water, and cross over it. Each component was carefully placed along the creek to act as a sound enhancer for rushing sounds of water, resulting in each pavilions shape, size and material.
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1
4 5 1 Outdoor School 2 Wet Lab 3 Bridge 4 Lower path 5 Upper path 6 Beaver Creek 7 Beaver Lake, beaver baffle 8 Pipeline Road
2
3
6
7 Site sound map
1:100 Outdoor school, Wet Lab & Bridge models
Iterative process sketch models
A
V2
AA
UP
V1
Outdoor school top floor plan, Section AA & Vignette V1
BB
V3
BB
Wet lab plan, Section BB & Vignette V3
V4
CC
CC
Bridge plan, Section CC & Vignette V4
SOMMELIER POD’S Michael Green DBR Design-Build course | installed in Naramata, BC, July 2015 All work done in collaboration with Dalvir Nanara, Owen Mcswiney, Mike Majeski & Teena Aujla This 8 week design-build course was an intensive study of the Naramata region in order to build sleeping pods for Sommelier’s, promoting local ecology and creating a unique experience for visitors. The site for the pods was within an orchard owned by entrepreneur Scott Hawthorne. Key to the project was cohesion between 3 groups to come up with a family of structures that sought to identify the key characteristics of the region while fitting in with other architectural projects on the site and considering future growth. Wood construction allowed for prefabrication at the shop in Vancouver prior to installing on the orchard for four intense days. The result is a group of simple, clean, and honest wooden pavilions perched along the hillside.
Concept sketch
Floor Plan
roof: 2x6 joists at 12” o.c. c/w bug screen. built up roof members above sloping downhill. parapet: 2x6 joists at 24” o.c finished with cedar siding to match below.
cladding: horizontal 6” tongue and grove cedar siding service wall: millwork including sink, closet and storage.
ladder walls: 2x6 studs at 24” o.c. with horizontal blocking at 24” o.c.
doors: (2) 4’-0” pivot doors with recessed wheel in base deck top: 2x6’s nailed together on site deck structure: (4) 2x6’s nailed together, screwed to foundations foundation: 12” diam. sono tubes, sunk down 3’ beneath grade Exploded axonometric construction diagram
Construction process, from shop to site
Detailed views, final construction
RED HAWK ACRES HOUSE Hemsworth Architecture | Vancouver BC, July 2015 Situated in the Interior of B.C. on an acreage, this new house was previously developed by John Hemsworth, but needed to be modified to include the addition of a covered carpark under a tight timeline. The extension meant that the complex double slanting roofline needed to be modified on all of the drawings in order to maintain its geometry. Changes to the foundations and structure due to budget were also of concern. This included changes to the digital model, which then informed subsequent critical dimensions in order to contribute to the working drawing set, sent to the contractor for review.
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1
2
3
4
5
6
7
8
90'-4 1/2" 20'-0"
15'-7"
8'-0"
7'-5"
17'-3 1/2"
3'-11"
14'-2"
7'-5 1/2"
16'-9 1/2"
1'-2"
8'-8"
11'-1 1/2"
11'-4 1/2"
2
OUTLINE OF ROOF ABOVE
3
NORTH DECK 0"
DN
DN
W1 COL
3'-0 1/2"
M/E
CLERESTORIES ABOVE
FIRE PLACE
TOILET
ABOVE
SHELVES COL
6'
9.00°
4'-1"
15.00° COL
ABOVE
3'-10"
SOUTH DECK 0"
OUTLINE
H
J
6'
OF ROO
F ABOVE
scale 1/4"=1'0" scale 1/4"=1'0"
1 REV
-/-/Y
M
DRAWN BY
jh
Design Review D
ISSUE CHECKED BY
PROJECT ID
1102
CAD FILE NAME
A200 Red Hawk House Floor Plans.vwx
15.00°
SOUTH DECK 0" COL
J
3'-10"
3'-6" COL
10.00°
15'-6 1/2"
6'-8"R.O .
COL
H
RED HAWK ACRES
"
D-07
6.7°
15'-6 1/2"
SHELF
P2
9.00°
3'-8" 4'-1"
ERS
LAWIKA, SECWEPEMCULECW
OF ROOF
MASTER BDRM
DRAW
G
G
K MAIN HOUSE AND ANCILLARY BUILDINGS
OUTLINE
3'-6" COL
DN
PLAN
47" DOUBLE SINK
SINK
D-07
DN
DN
2 2
MAIN FLOOR MAIN FLOOR PLAN
WALK-IN CLOSET TER +
COL
3
DESK
SHOE RACK + CLOTHES RACK
COUN
RED HAWK ACRES
SOUTH DECK 0"
COL
LVES
MASTER BDRM
COL
WERS
TUB
BOOK SHE
F
COL
DN
11
1
COOKTOP
DOUBLE OVENS DISHWASHER
4'-8"
15'-3 1/4"
SHELF
P2
SINK
D-03
D
D-06
P2
REFRIGERATOR
SHELF
SOUTH DECK 0"
VES
DN
MASTER BATHROOM
DESK
WALK-IN CLOSET
K
BOOK SHEL
SHOE RACK + CLOTHES RACK
R + DRA
COL
SHOWER
10.00°
SOUTH DECK 0"
GROUND AT GRADE
KITCHEN ISLAN
3'-4"R.O.
COL
3
TUB
COL
7'-8"
D-06
MASTER BATHROOM
1'-1 1/2"
4'-3"
DISPLAY
COUNTE
COL
DN
ART TABLE
47" DOUBLE SINK
DOUBLE OVENS
COOKTOP
KITCHEN ISLAND
SHOWER
10.00°
AT GRADE
TOILET
DISHWASHER
2'-10"
SOUTH DECK 0"
7"
6.4°
6'-6 3/4" COL
COL
2'-0" 5'-4 1/2"
7"
3'-4"R.O.
4'-8"
10.00°
DINING RM COL
COL
E GROUND
SHELVES
COL
REAR ENTRY
2'-9"
SHELVES
KITCHEN
COL
D
COL
MAIN HALLWAY
.9°
2'-10"
6'-6 3/4"
6.4°
(ABOVE)
5'-1 1/2"
1.4°
CABINETS
COL
RIDGE LINE OF ROOF
STORY ABOVE
DINING RM 4'-8"
SHOWER
CENTRELINE OF FLOOR BEAM (BELOW)
OF CLERE
85
9'-4 3/4"
WC 2
OUTLINE
C7ISTKTEN REAR ENTRY
D-06 COL
E
5'-5"
REAR HALLWAY
2'-2 1/2"
COL
D
TOILET
D-06
STUDIO MAIN FLOOR 0"
FIRE PLACE
CAR PORT
F 6.7°
D-06
NEATH
CAR PORT FLOOR AT GRADE
4'-8"
3'-8"
7'-8"
DISPLAY
15'-3 1/4
D-06
ART TABLE
1
SHELF
TOILET
16'-3 1/2"
KITCHEN
6'-8"R.O .
P2
BDRM 1
WC 1 SINK
DN
COL
4'-3"
TOILET
P2
COL
5'-1"
DESK
A/V MEDIA CENTRE
ART WALL
LOW WALL
BENCH WOOD STACK UNDER
5'-4 1/2"
SHELVES
BDRM 2
MAIN FLOOR 0"
2'-0"
REFRIGERATO R
CLERESTORIES ABOVE
1'-1 1/2"
BATH TUB
D-03
2'-9"
WC 2
FRONT ENTRY
BOOKSHELF
5'-1"
DESK
P2 COL
COL
MAIN HALLWAY DESK
COUNTER
COL
BOOK SHELVES
D-06
SINK
9'-4 3/4"
4'-5"
14'-9"
ESTORY
C7ISTKTEN
D-06
29'-0 1/2"
M/E P2
COL
11'-3"
OF CLER
.9° 85
11'-3"
5'-5"
2'-0" (ABOVE)
D-06
RIDGE LINE OF ROOF COL
C
D-06
DN OUTLINE
COL
D-06
TRAP DOOR TO CRAWL SPACE
COL
SHOWER
LAUNDRY SINK
CENTRELINE OF FLOOR BEAM (BELOW)
L
PANTRY D-06
LNDRY
5'-1 1/2"
D-06 CABINETS
OUTLINE OF UPPER CABINETS
CABINETS / DESK
GUEST BDRM
1.4°
1
COL
REAR HALLWAY
WASHER DRYER
DESK
MAIN FLOOR 0" 2'-2 1/2"
3'-0 1/2"
29'-0 1/2"
C
STUDIO
CAR PORT FLOOR AT GRADE
COL
LOW WAL
BDRM 1
WC 1 SINK
D-06
CAR PORT
COL
A
ELF
BENCH
NORTH DECK WOOD STACK UNDERN EATH 0"
W1
B
BOOKSH
TOILET
BDRM 2
16'-3 1/2"
2 P2
DN
8 11'-1 1/2"
MAIN FLOOR 11'-4 1/2" 0"
DN
3
7
16'-9 1/2"
t.778.838.2845
D-06
D-06
4'-5"
TRAP DOOR TO CRAWL SPACE
1'-2"
8'-8"
FRONT ENTRY
6
COL
DESK
COUNTER
14'-2"
7'-5 1/2"
SINK
14'-9"
3'-11"
OUTLINE OF ROOF ABOVE
5
17'-3 1/2"
A/V MEDIA CENTRE
90'-4 1/2"
7'-5"
2930 west 30th avenue vancouver bc
BOOK SHELVES
4
D-06 8'-0"
BATH TUB
ART WALL
3
15'-7"
PANTRY
D-06
2
OUTLINE OF UPPER CABINETS
1 20'-0"
LNDRY
LAUNDRY SINK
GUEST BDRM
CABINETS / DESK
1 0
DESK
WASHER DRYER
B
COL
2'-0"
COL
A
5 5
ROOF PEAK ROOF PEAK
5 5
3 3
1 1
2 2
5 5
ROOF ROOF PEAK PEAK 4' x 6'8" 4' x 6'8"
4' x 6'8" 4' x 6'8"
7'0" x 3'0" 7'0" x 3'0"
WL WL
HEAVY TIMBER STRUCTURE HEAVY TIMBER STRUCTURE
3 3
WOOD SIDING (VERTICAL) WOOD SIDING (VERTICAL)
18'-9" 18'-9"
2 2
5 5
CEMENTITIOUS BOARD 1 1 CEMENTITIOUS BOARD SEALED DOUBLE GLAZING IN WOOD FRAME w/ALUMINUM FINISH SEALED DOUBLE GLAZING IN WOOD FRAME w/ALUMINUM FINISH
6 6
SOLID WOOD DOOR SOLID WOOD DOOR
7 7
BREAK ALUMINUM PANEL BREAK ALUMINUM PANEL
7 7
8 8
2 2
5 5
5 5
6 6
5 5
4 4
5 5
2 2
INSULATED ALUMINUM PANEL O/HCLERESTORY DOOR INSULATED ALUMINUM PANEL O/HCLERESTORY DOOR
2 2
CLERESTORY CLERESTORY
9 EVACUATED TUBE DHW ARRAY TUBE DHW ARRAY 9 4 OPEN CAR PORT 4 EVACUATED OPEN CAR PORT
1'3" x 3'4" 1'3" x 3'4"
2 2 WOOD DECK AND STAIRS OPEN CAR PORT
4' x 3'6"
4' x 3'6"
4' x 6'8"
4' x 6'8"
4' x 3'6"
4' x 3'6"
4' x 6'8"
4' x 10'0" 4' x 10'0"
2x 3'0-6'10
SKEWED ELEVATION
2x 3'2-6'10
2x 3'0-6'10
2x 3'0-6'10
SKEWED ELEVATION
2x 3'2-6'10
PAINTED GALVANIZED RWL
PAINTED GALVANIZED RWL
PAINTED GALVANIZED RWL
PAINTED GALVANIZED RWL
6 6
LINE OF FOUNDATIONS LINE OF FOUNDATIONS
1 1
2 2
3 3
5 5
4 4
1 1
SOUTH ELEVATION Scale 1/8"=1'0" SOUTH ELEVATION
CLERESTORIES CLERESTORIES
Scale 1/8"=1'0"
4 4 4' x 6'8" 4' x 6'8"
4' x 6'8" 4' x 6'8"
7'0" x 3'0" 7'0" x 3'0"
4 4
1
OPEN CAR PORT OPEN CAR PORT
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL 4'-5 1/2" HIGH CRAWL SPACE 4'-5 1/2" HIGH CRAWL SPACE
NORTH NORTH ELEVATION ELEVATION
3
Scale Scale 1/8"=1'0" 1/8"=1'0"
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
WOOD DECK AND STAIRS WOOD DECK AND STAIRS
7'0" x 2'7" 7'0" x 2'7"
CRAWL CRAWL SPACE SPACE -5' 6" -5' 6"
LINE OF FOUNDATIONS LINE OF FOUNDATIONS
4' x 3'6" 4' x 3'6"
WOOD DECK AND STAIRS WOOD DECK AND STAIRS
MAIN MAIN FLOOR FLOOR 0" 0" GRADE GRADE -2' -2' 4" 4"
WOOD DECK AND STAIRS BEYOND WOOD DECK AND STAIRS BEYOND
CRAWL CRAWL SPACE SPACE -5' 6" -5' 6"
LINE OF FOUNDATIONS LINE OF FOUNDATIONS
EAST EAST ELEVATION ELEVATION Scale Scale 1/8"=1'0" 1/8"=1'0"
5 5
5 5
4 4
5 5
9 9
5 5
5 5
3 3
6 6 ROOF PEAK ROOF PEAK
ROOF ROOF PEAK PEAK
1 1
5 2 5 2
3 3
4 4
5 5 4 4
5 5
5 5
1 1
5 5
5 5
ROOF PEAK ROOF PEAK
3 3
1 1
ROOF OVERHANG ABOVE CLERESTORY WINDOWS BEYOND ROOF OVERHANG ABOVE CLERESTORY WINDOWS BEYOND
5 5
4 4
8 8
2 2
CLERESTORIES PAINTED GALVANIZED RWL CLERESTORIES
1 1 2 2 3 3
MAIN FLOOR 2 WOOD 2 DECK AND STAIRS MAIN FLOOR 0" WOOD DECK AND STAIRS STANDING0" SEAM ROOF GRADE WOOD DECK AND STAIRS STANDING SEAM METAL METAL ROOF OPEN CAR PORT OPEN CAR PORT GRADE -2' 4" -2' 4" STRUCTURE HEAVY TIMBER TIMBER HEAVY CRAWLSTRUCTURE SPACE CRAWL -5' 6" SPACE -5' 6" (VERTICAL) WOOD (VERTICAL) WOOD SIDING SIDING
4' x 3'6" 4' x 3'6"
4' x 3'6"
5 5
1'3" x 3'4" 1'3" x 3'4"
4 4
5 5
PAINTED GALVANIZED RWL 4' x 6'8" 4' x 6'8"
1 1
4' x 3'6" 4' x 3'6"
4' x 3'6" 4' x 3'6"
4' x 6'8" 4' x 6'8"
WOOD DECK AND STAIRS 2x 3'0-6'10 2x 3'0-6'10
7'0" x 2'7"
2x 3'0-6'10 2x 3'0-6'10
SKEWED ELEVATION SKEWED ELEVATION
WOOD DECK AND STAIRS
4'-5 1/2" HIGH CRAWL SPACE 4'-5 1/2" HIGH CRAWL SPACE
2 2
LINE OF FOUNDATIONS LINE OF FOUNDATIONS LINE OF FOUNDATIONS
2 2
SOUTH SOUTH ELEVATION ELEVATION Scale Scale 1/8"=1'0" 1/8"=1'0"
5 5
CEMENTITIOUS BOARD CEMENTITIOUS BOARD EAST ELEVATION
3 Scale EAST1/8"=1'0" ELEVATION 3DOUBLE Scale 1/8"=1'0" SEALED GLAZING SEALED DOUBLE GLAZING IN IN WOOD WOOD FRAME FRAME
MAIN MAIN FLOOR FLOOR 0" 0" GRADE GRADE -2' -2' 4" 4"
w/ALUMINUM w/ALUMINUM FINISH FINISH
6 6
SOLID SOLID WOOD WOOD DOOR DOOR
7 7
BREAK BREAK ALUMINUM ALUMINUM PANEL PANEL
8 8
INSULATED INSULATED ALUMINUM ALUMINUM PANEL PANEL O/H O/H DOOR DOOR
9 9
EVACUATED EVACUATED TUBE TUBE DHW DHW ARRAY ARRAY
5 5
5 5
4 4
2
ROOF ROOF PEAK PEAK
2 2 OPEN CAR PORT OPEN CAR PORT
5
9 9
5 5
5 5
3 3
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
Scale Scale 1/8"=1'0" 1/8"=1'0"
4 4
8 8
2 2
4' x 3'6" 4' x 3'6" WOOD DECK AND STAIRS BEYOND 7'0" x 9'4"
WOOD DECK AND STAIRS
WOOD DECK AND STAIRS BEYOND 7'0" x 9'4" OPEN CAR PORT IN FRONT OPEN CAR PORT IN FRONT
1'3" x 3'4" 1'3" x 3'4"
LINE OF FOUNDATIONS LINE OF FOUNDATIONS
4' x 3'6" 4' x 3'6"
4 4
3 3 3 3 4 4
4' x 6'8" 4' x 6'8"
2x 3'0-6'10 2x 3'0-6'10
WEST ELEVATION
2x 3'0-6'10 2x 3'0-6'10
Scale 1/8"=1'0" WEST ELEVATION Scale 1/8"=1'0" 4'-5 1/2" HIGH CRAWL SPACE 4'-5 1/2" HIGH CRAWL SPACE
LINE OF FOUNDATIONS LINE OF FOUNDATIONS
SOUTH SOUTH ELEVATION ELEVATION
5 5
2x 3'0-6'10 2x 3'0-6'10
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
ROOF OVERHANG ABOVE ROOF WINDOWS OVERHANGBEYOND ABOVE CLERESTORY CLERESTORY WINDOWS BEYOND
1 1
4' x 3'6" 4' x 3'6"
WOOD DECK AND STAIRS WOOD DECK AND STAIRS
CRAWL CRAWL SPACE SPACE 5 -5' 6" 6" -5'
5 5
WOOD DECK AND STAIRS
MAIN FLOOR MAIN FLOOR 0" GRADE 0" GRADE -2' 4" -2' 4" CRAWL SPACE CRAWL -5' 6" SPACE -5' 6"
4 4
2x 3'2-6'10 2x 3'2-6'10
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
LINE OF FOUNDATIONS
5 5
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
WOOD DECK AND STAIRS BEYOND WOOD DECK AND STAIRS BEYOND PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
4' x 6'8" 4' x 6'8"
4 4
5 5
PAINTED GALVANIZED RWL
7'0" x 2'7" 2x 3'0-6'10 2x 3'0-6'10
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
18'-9" 18'-9"
MAIN MAIN FLOOR FLOOR 0" 0" GRADE GRADE -2' -2' 4" 4" CRAWL SPACE SPACE CRAWL -5' 6" 6" -5'
4' x 3'6" 4' x 3'6" 4' x 3'6"
4' x 3'6" 4' x 3'6"
SKEWED ELEVATION SKEWED ELEVATION
4' x 3'6" 4' x 3'6"
2x 3'2-6'10 2x 3'2-6'10
4' x 6'8" 4' x 6'8"
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
4 4 WOOD DECK AND STAIRS BEYOND WOOD DECK AND STAIRS BEYOND
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
LAWIKA, LAWIKA,SECWEPEMCULECW SECWEPEMCULECW
4' x 6'8" 4' x 6'8"
MAIN MAINHOUSE HOUSEAND ANDANCILLARY ANCILLARYBUILDINGS BUILDINGS
4' x 6'8"
RED RED HAWK HAWK ACRES ACRES
4' x 6'8"
18'-9" 18'-9"
ROOF ROOF PEAK PEAK
4 4
4' x 2'-0" 4' x 2'-0"
2 2
WOOD DECK AND STAIRS
5'10" x5'10" 2'0" x 2'0"
18'-9" 18'-9"
18'-9" 18'-9"
PAINTED GALVANIZED RWL
EXTERIOR MATERIALS LIST
4' x 6'8"
4'-5 1/2" HIGH CRAWL SPACE
3 3 ROOF ROOF PEAK PEAK
4' x 6'8" 4' x 6'8"
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
4' x 6'8"
4' x 3'6"
4'-5 1/2" HIGH CRAWL SPACE
5 5
WOOD DECK AND STAIRS WOOD DECK AND STAIRS
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL
4' x 3'6"
PAINTED GALVANIZED RWL
2 2 MAIN MAIN FLOOR FLOOR 0" 0" GRADE GRADE -2' -2' 4" 4"
4' x 3'6"
2x 3'0-6'10
2x 3'0-6'10
2 2 4' x 6'8" 4' x 6'8"
4' x 3'6"
2x 3'0-6'10
PAINTED GALVANIZED RWL
WOOD DECK AND STAIRS
OPEN CAR PORT
2 2 4' x 3'6" 4' x 3'6"
3 3
4' x 6'8"
LINE OF FOUNDATIONS LINE OF FOUNDATIONS 4' x 6'8" 4' x 6'8"
5 5
2 2
MAIN FLOOR MAIN FLOOR 0" GRADE 0" GRADE -2' 4" -2' 4" CRAWL SPACE CRAWL -5' 6" SPACE -5' 6"
WOOD DECK AND STAIRS BEYOND WOOD DECK AND STAIRS BEYOND
4' x 3'6" 4' x 3'6"
5 5
Scale Scale 1/8"=1'0" 1/8"=1'0"
t.778.838.2845 t.778.838.2845
PAINTED GALVANIZED RWL PAINTED GALVANIZED RWL 4'-5 1/2" HIGH CRAWL SPACE 4'-5 1/2" HIGH CRAWL SPACE
5 5 30th aveune west west 30th aveune vancouver vancouver bc bc
SOUTH SOUTH ELEVATION ELEVATION
STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF
4 4
CLERESTORY CLERESTORY
4 4
5 5
2
4'4'x 2'-0" x 2'-0"
5 5
EVACUATED EVACUATED TUBE TUBE DHW DHW ARRAY ARRAY
5'10" 5'10"x 2'0" x 2'0"
4 4
INSULATED INSULATED ALUMINUM ALUMINUM PANEL PANEL O/H O/H DOOR DOOR
9 9
18'-9" 18'-9"
5 5
18'-9" 18'-9"
6 6
BREAK BREAK ALUMINUM ALUMINUM PANEL PANEL
8 8
1 1
EXTERIOR MATERIALS LIST EXTERIOR MATERIALS LIST 1 1
7 7
0
1
4
5
6
7
8
FORESHORTENED (VIEW)
FIREPLACE EXHAUST EXPOSED D. FIR ROOF STRUCTURE (see struct dwg's) W2 2'-3"
U/S UPPER BEAM T/O LOWER BEAM 0
4
END FLASHING TO MATCH METAL ROOF w/ CLEAT
t.778.838.2845
CLERESTORIES
2 1/2" CONT. VENTILATION SPACE
1
EXPOSED WOOD DECKING AND D. FIR STRUCTURE
R1 west 30th aveune vancouver bc
5
R2
6
7
8
FORESHORTENED (VIEW)
CAR PORT
FLASHING TO MATCH ROOF
STUDIO
2 1/2" CONT. VENTILATION SPACE
CLERESTORIES BDRM
MECH. RM
C7ISTKTEN
4' x 6'8"
5'-8"
W1
WOOD FRAME SEALED UNIT w/ ALUM EXT. GALV. HEAD/SILL/JAMB FLASHING (TYPICAL)
C7ISTKTEN
LIVING RM
ENTRY
4' x 10'0" HRV w/ PREHEAT
CORRIDOR
WOOD FRAME SEALED UNIT w/ ALUM EXT. GALV. HEAD/SILL/JAMB FLASHING (TYPICAL)
3
AIR SUPPLY / RETURN
ASK
WOOD FP
CRAWL SPACE
F1
W3
FIREPLACE OUTDOOR SUPPLY
FINISHED GRADE
AIR SUPPLY / RETURN CRAWL SPACE
W3 HRV PREHEAT GEOTHERMAL LINES PERIMETER DRAIN TILE
HRV PREHEAT GEOTHERMAL LINES PERIMETER DRAIN TILE
FINISHED GRADE
4'-4" CLEAR
FINISHED GRADE
-5' 6"
CONCRETE FOOTING (see struct dwg's)
HRV PREHEAT GEOTHERMAL LINES PERIMETER DRAIN TILE
HRV PREHEAT GEOTHERMAL LINES PERIMETER DRAIN TILE
CONCRETE FOOTING (see struct dwg's)
PERIMETER DRAIN TILE HRV PREHEAT GEOTHERMAL LINES
2" CONC TOPPING or 4" IN WORKING AREAS
PERIMETER DRAIN TILE HRV PREHEAT GEOTHERMAL LINES
2" CONC TOPPING or 4" IN WORKING AREAS
BUILDING CROSS-SECTION
BUILDING CROSS-SECTION
Scale: 1/4" = 1'-0"
C
A
D
29'-0" 1/2"
F
K
9'-4 3/4"
B
CHIMNEY (BEYOND)
CHIMNEY (BEYOND) 2x6 (on flat) SUPPORTS FOR SOFFIT CANTILEVER
2'-3"
WOOD FRAME SEALED UNIT w/ ALUM EXT. GALV. HEAD/SILL/JAMB FLASHING (TYPICAL) STANDING SEAM METAL ROOF VENT CHIMNEY (BEYOND) w/ CONT. GALV FLASHING 5" 'EURO-GUTTER' ZINC FINISH w/ RWL R2
2'-3"
T/O D. FIR LOWER BEAM
ALUM EXT. GALV. HEAD/SILL/JAMB FLASHING (TYPICAL)
C7ISTKTEN
R1
3
ASK
ASK WOOD FP
at grid line 4 F1
T/O MAIN FLOOR REAR DECK
END FLASHING TO
CONT. VENT w/ INSECT SCREEN
ENTRY
3
END FLASHING TO MATCH METAL ROOF w/ CLEAT
12
2
END FLASHING TO MATCH METAL ROOF w/ CLEAT
R1
R2
END FLASHING TO MATCH METAL ROOF w/ CLEAT FACIA GLULAM AFFIXED TO STRUCT 1" RIGID INSULATION S/A MEMBRANE 3 WOOD FRAME SEALED UNIT w/ ALUM EXT. ASK GALV. HEAD/SILL/JAMB FLASHING (TYPICAL) STANDING SEAM METAL ROOF VENT w/ CONT. GALV FLASHING 5" 'EURO-GUTTER' ZINC FINISH w/ RWL R2
WOOD SOFFIT TO MATCH EXT. WALL SIDING CONT. GALV. FLASHING
F1 FRONT DECK
D 9'-4 3/4"
CHIMNEY (BEYOND) 2x6 (on flat) SUPPORTS FOR SOFFIT CANTILEVER
T/O WALL
DINING RM
WOODline FRAME at grid 4 SEALED UNIT w/
ROOF RIDGE
12
W1
W1 13'-10" 11'-7"
U/S D. FIR UPPER BEAM
VARIES SEE ASK-02
2
C 29'-0" 1/2"
RIDGE VENT w/ 1" min CLEAR OPENING TO TJI ROOF STRUCTURE (NORTH)
RIDGE BEAM SUPPORTED MID SPAN BY WALL W1
R1
END FLASHING TO MATCH METAL ROOF w/ CLEAT
EXPOSED WOOD SOFFIT DECKING STUDIO
5" 'EURO-GUTTER' ZINC FINISH w/ RWL
EXPOSED D. FIR ROOF STRUCTURE
ROOF RIDGE 3
ASK
1
W1
at grid line 4
12'-9"
T/O D. FIR LOWER BEAM
A 5" 'EURO-GUTTER' ZINC FINISH w/ RWL
8'-0"
at grid line 4
T/O MAIN FLOOR 0"
FRONT DECK
"
U/S D. FIR UPPER BEAM
RIDGE VENT w/ 1" min CLEAR OPENING TO TJI ROOF STRUCTURE (NORTH)
FORESHORTENED (VIEW)
END FLASHING TO MATCH METAL ROOF w/ CLEAT FACIA GLULAM AFFIXED TO STRUCT 1" RIGID INSULATION S/A MEMBRANE
REV
-/-/Y
M
DRAWN BY
F1 REAR DECK
12
2
R2
jh
Design Review D
ISSUE CHECKED BY
PROJECT ID
1102
CAD FILE NAME
A200 Red Hawk House Floor Plans.vwx
R1
END FLASHING TO MATCH METAL ROOF w/ CLEAT
RED HAWK ACRES
B
FORESHORTENED (VIEW)
LAWIKA, SECWEPEMCULECW
F
K
MAIN HOUSE AND ANCILLARY BUILDINGS
Scale: 1/4" = 1'-0"
RED HAWK ACRES
1
MECH. RM
FINISHED GRADE
CRAWL SPACE -5' 6"
1
BDRM 4' x 6'8"
CONT. GALV. FLASHING
SPACE
3 ASK
EXPOSED WOOD SOFFIT
D. FIR BEAM SLOPED TO MEET NORTH SHED ROOF (see struct dwg's)
WOOD FP
F1 STUDIO
CONT. GALV.4'FLASHING x 6'8"
3 ASK
5'-8"
0" GRADE CRAWL -2' 4"
HRV w/ PREHEAT
FIREPLACE OUTDOOR SUPPLY
CAR PORT
FLASHING TO MATCH ROOF
CORRIDOR
4' x 10'0"
4' x 6'8"
W1
EXPOSED WOOD SOFFIT
11'-7"
T/O MAIN FLOOR 0" GRADE -2'MAIN 4" FLOOR T/O
LIVING RM
ENTRY
R2
3 ASK
4'-4" CLEAR
2'-3"
W2
W1
EXPOSED WOOD SOFFIT
11'-7"
U/S UPPER BEAM T/O LOWER BEAM
END FLASHING TO MATCH METAL ROOF w/ CLEAT
EXPOSED WOOD DECKING AND D. FIR STRUCTURE
R1
W1
EXPOSED D. FIR ROOF STRUCTURE (see struct dwg's)
EXPOSED WOOD SOFFIT
D. FIR BEAM SLOPED TO MEET NORTH SHED ROOF (see struct dwg's)
FIREPLACE EXHAUST
EXPERIENTIAL INFRASTRUCTURE: exploring an experiential design methodology UBC Graduate Thesis project | Vancouver, BC, Jan. - Dec. 2015 Committee: Christopher Macdonald (ch), Sherry McKay, Blair Satterfield, & John Hemsworth This project explores an experiential design approach. If experience is the totality of what we perceive, feel and think, how can a more thoughtful approach to providing a framework for human experience offer opportunities for architecture that can be both considerate and investigative? This question is tested on a site of local infrastructure through the design of a community space which seeks to make better connections between the city and adjacent park, provide the park with amenity, and celebrate surrounding industry. Approaching the design as a basic physical structure which supports the operation of a society, it becomes an extension of the existing infrastructure and an important flexible place for gathering amidst impending development pressures in the surrounding area.
Bagsvaerd Church Unfolded Section BAGSVAERD UNFOLDED SECTION
personal experience as driven by mediation of natural lighting
TOPOPHILIA | TAKE CUES FROM SURROUNDINGS | ESTABLISHING BOUNDARIES | DESIGN COHERENCE | MEDIATION OF NATURAL LIGHTING | CONSIDERED MATERIAL CONTRASTS | ATTENTION TO ATMOSPHERE | TECTONIC CLARITY | SYNTHESIS OF FORM & FUNCTION
Boa Nova Teahouse Unfolded Section
BOA NOVA TEAHOUSE UNFOLDED SECTION personal experience as driven by spatial procession
S1
S2
CENTERM TERMINAL
(PORT OF METRO VANCOUVER)
S1
S2
+5 years
VANCOUVER HARBOUR S1
S1
S2
S2
S1
S2
+10 years
AY ST. RAILW
WATERFRONT RD.
S1
. DER ST
S2
ALEXAN
POWELL ST.
CORDOVA ST.
S2
+15 years
Master Plan Phasing diagrams & Context Plan HASTINGS ST.
GORE AVE.
MAIN ST.
COLUMBIA ST.
CARRALL ST.
S1
CTRICAL OOM
750
2920
CL
2920
3550
CL
MAIN STREET VIADUCT SECTION AA | 1:250
7208
7180 TRAIN CLEARANCE
CL
MAIN STREET VIADUCT SECTION BB | 1:250
Unique aspects of the viaduct
CPR CLEARANCE WATERFRONT ROAD
TO ALEXANDER
ST.
Scheme A: additive
Scheme B: subtractive
Scheme C: changes over time
1:75 Building model (54” x 25”). MDF, Douglas Fir, millboard, acrylic & cardboard.
S6
VANCOUVER HARBOUR
DECK
S5
S3
S4
S2
DN
DN
PORCH
HALL
STAGE
DN
DN
LOBBY
S7
View from Waterfront Rd. KITCHENETTE
COURT
STORAGE & MECH.
BACKSTAGE
W/C
W/C
S1
DN
DN
WALKWAY
MAIN ST. VIADUCT
DN
View from the North Shore Seabus
Main Floor Plan
S3 Cross Section S6
VANCOUVER HARBOUR
S5
S4
S3
TO DOCK
S2
SEAWALL
S4 Cross Section
KAYAK STORAGE
S7
W / C, CHANGE ROOMS & SHOWERS
S1
UP
S5 Cross Section Lower Floor Plan
Unfolded Section
The Entry
The Lobby
The Hall
The Court
The Porch
The Deck
The Undercroft
The Lookout
s.matkaluk@gmail.com | 778-870-6517 http://cargocollective.com/sjmatkaluk