Stephanie Matkaluk Design Portfolio

Page 1

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.


5

AA 6 BB 3

Site plan

Site section CC S1_SITE SECTION 1:200

4

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.


8

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.


0

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


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