Melanie Viger // Set Design Portfolio 2020 by Melanie Jacqueline Viger

MELANIE VIGER // SET DESIGNER PORTFOLIO 2020

MELANIE VIGER

(647) 528-8436 ahnnyounghaseyo@gmail.com issuu.com/melanieviger

ABOUT

EXPERIENCE

I have been a full member of IATSE 891 since November 2018 and have been a set designer on several television productions in the Vancouver area. My 3D modeling skills are extremely useful for designing unusual and complex pieces for sets, and I am comfortable working closely with 3D vendors and construction departments to produce a polished final object. I take pride in my attention to detail and ability to quickly produce drawings that are clearly legible even to those without a drafting background. My academic backgound is in architecture and I have studied structural engineering, building science, institutional design and urban planning.

SUPERGIRL SEASONS 4 & 5

MASTERS OF ARCHITECTURE, 2018

Daniels Faculty of Architecture, Landscape and Design University of Toronto

HON. B.A. IN ARCHITECTURAL DESIGN & ENVIRONMENTAL STUDIES, 2016

Daniels Faculty of Architecture, Landscape and Design, University of Toronto

PROGRAMS

March 2020

Set Designer Production Designer: Tyler Harron tharron@gmail.com, 604.831.3645 Art Director: Douglas Scott douglas.james.scott@gmail.com, 778.898.0332

THE FLASH SEASON 5

Feb 2019

Set Designer Production Designer: Jenny Wilson goforjenny@gmail.com, 604.880.1007 Art Director: Raquel Roper racquel.roper@gmail.com, 604.442.4506

THE 100 SEASON 6

May 2018 - Feb 2019

Set Designer Art Director: Nancy Ford n.ford@telus.net, 604.816.1591 Art Director: Alyssa King a.laurenkate@gmail.com, 604.220.9718

Rhino, Grasshopper, V-ray, AutoCAD, InDesign, Illustrator, Photoshop GRIT LAB EXTRA CURRICULARS

Mycology, mycoremediation and mushroom hunting; textile and fibre arts; mental health and the effects of psilocybin on neuroplasticity; ecology; early human history

Research Assistant Vidya Anderson 647-502-6294 vidya.anderson@ontario.ca

PHILIP BEESLEY CURRENT TOP BOOKS

On Aggression by Konrad Lorenz Sapiens by Yuval Noah Harari Lives of Girls and Women by Alice Munro

Summer 2017

ARCHITECT

Installation manufacture Gabriella Bevilacqua gbevilacqua@pbarch.ca

February 2017

TABLE OF CONTENTS

SET DESIGN SUPERGIRL SEASON 5 THE WATCHTOWER

LEX'S MOUNTAIN LAIR

"IMAGINE" LETTERS

OBSIDIAN PANTHER

VIRTUAL REALTIY MACHINE

ARCHITECTURE PROPOSAL FOR THE CITY OF TORONTO // MUNICIPAL PHOTO ARCHIVE

PARAMETRIC URBAN DESIGN

15'-0" 1'-0"

13'-0"

1'-0"

R6'-6"

18'-0"

14'-5"

+36"

28'-0" 5'-10" CC

7'-2 1/2" CC

5'-10" CC

4'-6 1/2"

7'-

PA AL RTIA LO L F W L MA AT CH TO IN P IV ER O YE TT NT O RY

3'-7"

4'-6 1/2"

1" CC (TY P .) 4'9" CC 6'-

66'-6"

P .) (TY

THESE POSTS SHIFT ACCOMMODATE TRI SPACING IS NOT TY

51 /2 " CC

1'1'-

5'-3"

6'-7 1/2"

48'-6"

THESES POSTS S ACCOMMODATE T SPACING IS NOT T

19'-1 1/4"

7'-8 1/2"

OMIT LOWER LEVEL POST TO ACCOMMODATE MAN DOOR

SEE 01.2

20'-2 3/4"

OMIT LOWER LEVEL POST TO ACCOMMODATE DOUBLE MAN DOOR

25'-0" 28'-0" 54'-1"

02 01 01

PLAN

SCALE: 1/4" = 1'-0"

ISSUED SEPTEMBER 10, 2019

REVISED V. 01 09-12

- CORNER TRIMMED TO ACCOMMODATE EXISTING COLUMN SOME POSTS SHIFTED AS A RESULT, SEE PLAN DIMENSIO

03 25'-0" 20'-2 3/4" 3'-6 1/2" CC

4'-9" CC

3'-6 1/2" CC

3'-6 1/2"

2'-4 1/2" 2'-4 1/2"

3'-6 1/2"

9'-8" 8'-0"

TED TO IMMED CORNER. YPICAL

4'-6 1/2"

7'-1"

4'-9"

7'-1"

4'-6 1/2"

28'-0" 56'-0"

TYPICAL ELEVATION

02 01

SCALE: 1/4" = 1'-0"

° 75.0

6'-9" 165 .0°

2'-7"

4'-2"

8'-

165.0°

.0 75

SHIFTED TO TRIMMED CORNER. TYPICAL

TYP. ANGLES DETAIL

03.2 01

10'-0

4'-2"

165.0°

25'-11"

165 .0°

SCALE: 1" = 1'-0"

25'-0"

7'-4"

3'-6 1/2" CC

04 01

AXO NTS

60.0°

90 .0 °

2'-7"

2-2019

N ON STAGE. ONS.

THESE POSTS SHIFTED TO ACCOMMODATE DOOR. SEE PLAN DIMENSIONS.

8'-0"

6'-9"

.0 20

THESE POSTS SHIFTED TO ACCOMMODATE TRIMMED CORNER. SPACING IS NOT TYPICAL. SEE PLAN DIMENSIONS.

1'-0" 3'-0" 4"

01.2 01

03 01

SECTION

SCALE: 1/4" = 1'-0"

- ALL STRUCTURAL MEMBERS ARE 12"X4" - X24 FULL-HEIGHT POSTS (4 PER FLAT) - NOTE THAT POSTS FOR BALCONY FLAT MUST ACCOMMODATE DOUBLE DOORS, SEE PLAN DIMENSIONS - SOME POSTS WILL BE OMITTED TO ACCOMMODATE MAN DOORS FOR CREW ACCESS. SEE PLAN NOTES.

4'-5 1/2"

PLAN DETAIL SCALE: 1/2" = 1'-0"

TAWNIA MCKIERNAN WATCHTOWER DRAWING TITLE: STRUCTURAL DETAIL DIRECTOR:

PRODUCTION DESIGNER:

SET NAME:

DATE:

LOCATION:

2019-09-10

REVISED:

2019-09-12

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

EP #:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

001

+36"

FLOOR FINISHED AS STONE

THIS COLUMN TO BE PAINTED AS OXIDIZED COPPER

FLOOR FINISHED AS SKY BLUE

+36" FINISH EXTERIOR TO CENTRE OF FLAT ONLY

FINISH EXTERIOR T CENTRE OF FLAT O

+6'-0"

AT OR

+14'-5"

OMIT POST TO ACCOMMODATE MAN DOOR

OMIT POST TO ACCOMMODATE DOUBLE MAN DOORS. NO WINDOWS ON THIS ENTIRE WAL

ISSUE SEPTEMBER

PAINT EXISITNG COLUMN AS OXIDIZED COPPER TO MATCH EXTERIOR CLADDING. INSTALL AMERICAN FLAG.

A B

25'-0"

8'-2"

8'-0"

TO ONLY

28'-0" 02 03

GLASS ON ALL LOWER WINDOWS TO BE DIRTY AND AGED

AS OXIDIZED COPPER

ELEVATION // EXTENT OF EXTERIOR FINISH SCALE: 1/4" = 1'-0"

AS LIMESTONE BRICK

B B

8'-0"

25'-0"

AS OXIDIZED COPPER

8'-2"

8 1/2"

1'-6"

1'-0"

3'-10"

2'-10"

AS LIMESTONE BRICK

ED R 10, 2019

4'-8 1/2"

2'-10"

1'-1"

2'-10"

5'-1"

2'-10"

14'-0"

1'-1"

2'-10"

- SEE DWG 510_021_004 FOR WINDOW DETAILS WINDOWS "A" AND "B" ARE DIFFERENT WIDTHS - GLASS ON ALL LOWER WINDOWS TO BE DIRTY AND AGED - ALL CURB PIECES ARE WILDABLE AND REMOVED AS REQ'D

4'-8 1/2"

14'-0" 28'-0"

02 03

ELEVATION // PARTIALLY FINISHED FLAT ONLY SCALE: 1/4" = 1'-0"

REVISED V. 01 09-11-2019 - "FLAGPOLE" REMOVED

DIRECTOR: SET NAME:

TAWNIA MCKIERNAN WATCHTOWER

DRAWING TITLE: LOCATION:

EXTERIOR FINISH

PRODUCTION DESIGNER: DATE:

2019-09-10

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC EP #:

DRAWN BY:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

003

NUCASA ACM5300 PANEL MOULDING OR SIMILAR

WINDOW "B"

LEFT: UNFINISHED EXTERIOR (MAKE X8) RIGHT: FINISHED EXTERIOR (MAKE X2)

B 7'-9" 6'-4"

6'-0" 6" 2"

4'-8" 14"

14"

8" 2"

4'-8"

2" 8"

14"

8'-2"

6'-0"

4" 19"

7'-0"

6'-8"

8'-0"

19"

6 1/2"

2'-0 3/4"

14"

2" 6"

02 1'-0"

19"

SCA

03.2 04

6'-4" 6'-10"

01 04

ELEVATION

SCALE: 1/2" = 1'-0"

3'-0"

2'-9"

28'-0" 6"

5'-0"

5'-10"

5'-0"

5'-1"

2'-6"

3" 8"

5'-0"

8" 3" 1 1/2" 1 1/2"

3'-0"

2'-6"

1'-5"

5'-1"

6'-10" 02 04

PLAN

SCALE: 1/2" = 1'-0"

01 03

02.2 04

PLAN DETAIL: TYP SCALE: 3" = 1'-0"

3 1/4"

FOR DECORATIVE HEADER COMPONENT SEE DWG 510_021_04.3

1'-0"

2'-7"

1 1/2"

3/8" PLEXI 1/2" CROWN

R1/4"

7'-0"

3 3/8"

NUCASA 425B CROWN 5/8" X 3 1/2" OR SIMILAR SEE DWG 510_021_04.5 FOR EXTERIOR SILL COMPONENT

FINISH INTERIOR SILL AS OXIDIZED COPPER

ECTION: TYPICAL

ALE: 3" = 1'-0"

1'-0"

1'-5"

FINISH INT. AS OXIDIZED COPPER 1 1/2"

SEE DWG 510_021_04.4 03 04

1'-5"

3 3/8"

8'-2"

3'-0"

SECTION: TYPICAL SCALE: 1/2" = 1'-0"

1/2" CROWN 3/8" CLEAR PLEXI FINISH EXT. AS OXIDIZED COPPER

NUCASA ACM5300 PANEL MOULDING, 1"X2", OR SIMILAR NUCASA 425B, 5/8"X3 1/2", OR SIMILAR 1/2" CROWN FOR MULLIONS AS PER CONST.

PICAL

1'-0"

- BOTH FINISHED AND UNFINSIHED VERSIONS OF WINDOW "B" ARE IDENTICAL, EXCEPT FOR EXTERIOR DECORATIVE FINISHES. SEE DWG 510_021_04.2 FOR WINDOW "A" SEE DWG 510_021_04.3_FOR DECORATIVE HEADER COMPONENT SEE DWG 510_021_04.4 FOR BOTTOM WINDOWS AND DRAIN DETAIL

ISSUED SEPTEMBER 23, 2019 DIRECTOR: SET NAME:

TAWNIA MCKIERNAN WATCHTOWER

EXTERIOR CLADDING

DRAWING TITLE:

10"

STRUCTURAL PLATE

LOCATION:

NUCASA ACM 5300 PANEL MOULDING, 1"X2" OR SIMILAR

DRAWN BY:

Window "B" Detail

PRODUCTION DESIGNER: DATE:

2019-09-10

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC EP #:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

004

18'-0" 3'-7"

14'-5"

R6'-6"

R4'-10 1/2"

WILD

R6'-4 1/2"

2 1/

CENTRE "SPINE" FOR ALL CNC SWEEPS R5'-7 1/2"

WILD

STAIR ACCESS AS PER CONST.

01 06.3

PLAN

SCALE: 1/2" = 1'-0"

18'-0" 1'-6"

3'-0"

2'-5"

TERMINATE DRAIN SPOUT AND BRICK TEXTURE BEHIND BOX

3'-6"

12'-10 1/2"

3'-7"

02 06.3

SECTION

SCALE: 1/2" = 1'-0"

03 06.3

SECTION

SCALE: 1/2" = 1'-0"

13'-0"

12'-9"

9'-9"

11'-3"

+36"

18" 2"

3 1/2"

10"

1" 1" 2 3/4"

ULTRALITE MDF SEE DWG 510_021_06.7

1/2"

3" 3"

1/2"

R1/2"

1 1/2"

CNC'D FOAM COMPONENT "C"

TERMINATE DRAIN SPOUT AND BRICK FINISH BEHIND SQUARE CAP

26"

29"

FOR SQUARE CAP SEE DWG 510_021_06.5

1/2" SOLID STEEL ROD WITH 1/4" PLATES CNC'D FOAM BALUSTRADE SEE DWG 510_021_06.4

CNC'D FOAM COMPONENT "B" ULTRA LITE MDF 1 1/2"

CNC'D FOAM COMPONENT "A"

1/4" SKIN

03.2 06.3

10 1/2"

DETAIL

SCALE: 3" = 1'-0"

1 1/2"

14'-10" 3'-7"

3'-7" 9'-9"

1'-6"

3'-6"

1'-6"

3'-0"

14'-10"

CNC'D FOAM COMPONENT "D"

2'-0" 10 1/2"

5'-7 1/2" (CENTRE "SPINE")

5'-7 1/2" (CENTRE "SPINE") 13'-0"

10 1/2"

ISSUED SEPTEMBER 30, 2019 TAWNIA MCKIERNAN WATCHTOWER DRAWING TITLE: EXT BALCONY

DIRECTOR:

PRODUCTION DESIGNER:

SET NAME:

DATE:

LOCATION:

2019-09-26

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC EP #:

DRAWN BY:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

06.3

BALUSTRADE

MAKE X44 HALVES 6'-3 1/4" TWO HALVES CREATE ONE UNIT

CENTRE "SPINE" R5'-7 1/2" WILD

26"

20 3

/8" C C

8 9/16"

3 /8

"C C

WILD

20" CC

21 3/8" CC

9 3/8"

Ã&#x2DC;5/8" 9 3/8"

01 06.4

20" CC

C 8"

PLAN

8 9/16"

14 1/8"

/8" 21 3

SCALE: 1/2" = 1'-0"

BALUSTRADE PLACEMENT IS MIRRORED. BOTH SIDES OF BALCONY ARE IDENTICAL. SEE DWG 510_021_06.3 FOR FULL PLAN

02 06.4

AXO // ELEVATION // PLAN SCALE: 1/2" = 1'-0"

MATERIAL: FOAM FINISH AS STONE

FABRICATE BALUSTRADES AND CHAMFERED PLEASE MAKE X22 WHOLE UNITS.

SEE DWG 510-021-60.3 FOR FULL BALCONY D

Ø5/8"

CHAMFERED BOX MAKE X44 HALVES

TWO HALVES CREATE ONE UNIT

29"

Ø1/2" SOLID STEEL ROD 29" LONG

1/2"

1 1/2"

1/2"

1/4" STEEL PLATES

10"

Ø5/8"

03 06.4

AXO // ASSEMBLY NTS

D BOXES AS HALVES.

DETAIL.

ISSUED OCTOBER 03, 2019 TAWNIA MCKIERNAN WATCHTOWER DRAWING TITLE: EXT BALCONY

DIRECTOR:

PRODUCTION DESIGNER:

SET NAME:

DATE:

LOCATION:

2019-10-01

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

SET #:

EP #:

MJV

510

021

TYLER HARRON DRAWING #:

06.4

02 6'-1 1/4" 4'-8"

1'-10 1/2"

3'-0"

Ø5'-0"

5'-8 1/4"

Ø3'-0"

01 08.2

ELEVATION SCALE: 1" = 1'-0"

02 08.2

OCTO

5'-8 1/4"

1'-10 1/2"

6 3/4"

3'-0"

1'-0"

8 1/2"

SECTION

03 08.2

AXO NTS

MAKE X1 MATERIAL: FOAM FINISH: AS OXIDIZED COPPER

SCALE: 1" = 1'-0"

ISSUED OBER 24, 2019

DIRECTOR: SET NAME:

TAWNIA MCKIERNAN WATCHTOWER

DRAWING TITLE: LOCATION:

ROUND WINDOW EXTERIOR

PRODUCTION DESIGNER: DATE:

2019-10-24

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC EP #:

DRAWN BY:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

08.2

4'-0"

2'-0"

OR AT EV EL

13'-2"

2'-0"

4'-0"

SEE DWG 510_021_05 FOR 15FT DECK

10'-0"

+36"

THIS LADDER CONNECTS 6FT DECK AND 15FT DECK

Â°

6'-6"

THIS LADDER CONNECTS STUDIO FLOOR AND 6FT DECK

04 10

PLAN

AXO // TWO LADDERS NTS

SCALE: 1/8" = 1'-0"

10X12

3'-0"

WOOD PLANK FLOORING

15'-4"

01 10

+6'-0"

3'-6"

6" 6'-0" 4'-6"

4'-6"

6'-0"

8'-2"

10" 2"

6X6 BEAM

6X6 POSTS

8'-0"

6X6 POSTS

9'-0" 02 10

SECTION

SCALE: 1/2 = 1'-0"

03 10

ELEVATION

SCALE: 1/2 = 1'-0"

STAIRS TYPICAL

3'-

" -7

135

135 °

° 135 ' 10

15 0°

9'-0"

-1

3'6'-

9 0°

1'-

106°

0°

2'-

3'-2"

PLAN AT 7'-0" SCALE: 1/2" = 1'-0"

1'-11" 5'-1"

2'-6 1/2"

9'-6 1/2"

2'-0 1/4"

6'-1"

23'-3"

1'-0 1/2"

26'-3 1/2"

2'-0"

3'-0"

FOR 15FT DECK SEE DWG 510_021_05

4'-0"

01.2 10

26'-3 1/2" FOR BALCONY WITH IRON BALUSTRADE SEE DWG 510_021_11 LADDERS AS PER CONST.

ISSUED OCTOBER 07, 2019

TAWNIA MCKIERNAN WATCHTOWER DRAWING TITLE: 6FT DECK

DIRECTOR:

PRODUCTION DESIGNER:

SET NAME:

DATE:

LOCATION:

2019-10-07

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

EP #:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

STAGE TRUSS OVERHEAD "WALKWAY"

1'-3"

3" 3'-2"

2'-8" 3"

SEE DWG 510_021_10.3 FOR DECORATIVE HEADER COMPONENT

1'-0"

17'-3"

2'-8"

1'-0"

17'-3"

3'-2"

25'-0"

GIRDERS SU STAGE TRUS

2'-0" 3" 7'-0" 11 1/2"

02 10

2'-0" 3"

2'-0"

2'-0" 3"

2'-0"

7'-0"

2'-0"

COLLAPSIBLE DOOR AS PER SET DEC

ELEVATION

1'-5 1/2"

SCALE: 1/2" = 1'-0"

10"

2'-0"

2'-0" 4'-0"

11 1/2"

3" 03 10

1'-5 1/2"

6'-11"

ELEVATION

SCALE: 1/2" = 1'-0"

10"

3'-10"

4'-4" 7'-5"

10"

4'-4"

7'-5"

5'-6"

2 1/2"

10"

2 1/2"

1'-5"

1/2"

FINISH INT. ELEVATOR AS METAL WITH RIVETS

9" 10"

COLLAPSIBLE DOOR AS PER SET DEC

1'-5 1/2"

PLAN

SCALE: 1/2" = 1'-0"

10"

4'-0" 6'-11" 8'-7"

6 1/2"

TOPMOST STRUCTURAL PLATE

01 10

3 1/2"

SEE DWG 510_021_10.3 FOR WOOD DOORS

OVERHEAD "WALKWAY" 1'-5 1/2" 10"

01.2 10

3" 11" 3 10"

DETAIL

SCALE: 3" = 1'-0"

1'-5"

2" 1" 1"

GIRDER

10"

USPENDED FROM SS AS PER SPFX

1" 1"

FINSH INT, ELEVATOR AS METAL WITH RIVETS

RIVETS FINIH AS METAL WATERCUT PATTERN FOR GIRDER BEGINS HERE EXPANDED METAL MESH

1/2" 2 1/2"

GEAR MECHANISM AS PER SPFX

3'-2"

DETAIL

10"

1/2"

SCALE: 3" = 1'-0"

7'-6"

2'-0" 3"

2'-0"

7'-0"

8'-2"

8'-0"

2'-0"

04.2 10

1/2"

1'-0"

17'-3"

FINISH AS METAL WITH RIVETS

2'-8"

EXPANDED METAL MESH

04 10

1'-1 1/2"

SECTION

SCALE: 1/2" = 1'-0"

10"

4'-0"

1'-1 1/2"

6'-3"

6'-11"

10"

8'-7" 1'-1 1/2"

"HIDDEN" DOOR FOR ACTOR ACCESS

2" GAP FOR SPFX / LIGHT GAG

FINISH AS METAL WITH RIVETS

10"

GIRDER

ISSUED OCTOBER 09, 2019 DIRECTOR: SET NAME:

TAWNIA MCKIERNAN WATCHTOWER

DRAWING TITLE: LOCATION:

11 1/2"

10"

ELEVATOR

PRODUCTION DESIGNER: DATE:

2019-10-07

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

EP #:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

3'-0"

3'-4"

SEE DWG 510_021_09 FOR 6FT DECK

ELEVATION

02 11

3'-8"

8'-4"

3'-8"

4" 03 11

17'-0"

SCALE: 1/2" = 1'-0"

SECT

SCALE

1'-6"

WOOD PLANK FLOORING FINISH TO MATCH STRUCTURAL FRAMING SWEEP ENDS 2" STRAIGHT BEGINS

3'-8"

(ULTRALITE MDF WITH OGEE EDGE) R3'-7" (1/4" STEEL PLATE) R3'-8 1/2"

9'-6"

(2X2 STEEL SECTION HANDRAIL) R3'-9" (CENTRE "SPINE" OF HANDRAIL) R3'-10"

3'-6"

(EDGE OF BALCONY) R4'-2"

3'-8"

8'-4"

4'-0"

17'-0" 01 11

PLAN AT 7'-0"

03 EDGE OF BALCONY: R4'-2"

SCALE: 1/2" = 1'-0"

2x2 STEEL SECTION HANDRAIL AS PER SPFX

WROUGHT IRON BALUSTERS AS PER SPFX 2"

1/4" METAL PLATE AS PER SPFX 3"

3'-2"

ROMAN OGEE ROUTERED EDGE AS PER CONST.

ULTRALITE MDF PAINTED TO MATCH WROUGHT IRON

6'-4"

WOOD PLANK FLOORING

3'-0"

1/4" SKIN

3/4" PLY CNC'D FRAMING

02.2 11

7'-1 1/2"

TION

8'-0"

E: 1/2" = 1'-0"

DETAIL

SCALE: 3" = 1'-0"

1'-6" 9'-6"

1'-0"

6" 3" 4"

10"

1'-0"

SEE DWG 510_021_11.2 FINISH AS WOOD TO MATCH STRUCTURAL FRAMING 3X12 TREAD 1" BLIND DADO 01.2 11

PLAN DETAIL SCALE: 3" = 1'-0"

4X12 STRINGER 04 11

AXO NTS

ISSUED OCTOBER 04, 2019

DIRECTOR: SET NAME:

TAWNIA MCKIERNAN WATCHTOWER

DRAWING TITLE:

SMALL BALCONY WITH WROUGHT IRON BALUSTRADE

LOCATION:

PRODUCTION DESIGNER: DATE:

2019-10-03

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

EP #:

MJV

SET #:

510

021

TYLER HARRON DRAWING #:

15'-6"

9'-6"

15'-6"

2'-10"

15'-0"

12'-0"

12'-2"

4'-0"

1'-9"

STAGE WALL 9'-6"

9'-6"

6'-0"

9'-6"

5'-0"

RE-USE BLAST DOORS FROM FOUNDRY GRATED METAL PLATFORMS FROM LOCKWOOD FOUNDRY SET

FIRE LANE 8'-0"

02 01

ELEVATION

SCALE: 1/4" = 1'-0"

02 03 AS ROCK

6'-0" ±1'-6"

±17'-6"

20'-0"

1'-0"

5'-0"

8'-0"

12'-0"

6'-0"

30'-4"

2'-0"

8'-0"

20'-0"

±19'-8"

03 01

FOAM ROCKS ARE WILD

SECTION

SCALE: 1/4" = 1'-0"

20'-0"

01 01

PARTIAL PLAN // STAGE B SCALE: 1/8" = 1'-0"

ISSUED SEPTEMBER 17, 2019

05 01

AXO // INT. MOUNTAIN BASE NTS

AS ROCK

AS CONCRETE

7'-0"

STAGE WALL

FIRE LANE 12'-0"

5'-0"

'-0"

30'-4"

12'-0" 8'-0"

8'-0"

2'-0"

6'-0"

1'-6"

7'-0"

20'-0"

AS ROCK

1'-6"

5'-0"

4'-4"

7'-0"

5'-0"

12'-0"

3'-0"

4'-0"

2'-0"

5'-10"

ROCK WALL SLOPES BACK

5'-0"

5'-10"

20'-0"

6'-0"

ELEVATION

04 01

SCALE: 1/4" = 1'-0"

SEE DWG 508_1014_001 FOR DETAIL SEE DWG 508_1014_002 FOR HATCH DETAIL AS CONCRETE AS ROCK ROCK WALL SLOPES BACK HERO CONTROL BOX

12'-0"

FOAM ROCKS ARE WILD

06 01

FINISH AS CONCRETE

AXO // EXT. MOUNTAIN BASE NTS

DIRECTOR: SET NAME:

MARCUS STOKES LEX'S MOUNTAIN LAIR

DRAWING TITLE: LOCATION:

PLAN AND ELEVATIONS

PRODUCTION DESIGNER: DATE:

2019-09-12

REVISED:

STAGE B, 9790 198 B ST, LANGLEY, BC

DRAWN BY:

SET #:

EP #:

MJV

508

1010

TYLER HARRON DRAWING #:

001

10'-10"

3'-0"

3'-3"

3'-0"

3'-11"

7'-4"

15°

34°

3'-5 1/2"

9'-8"

3'-6"

28° 9'-8"

2'-6"

2'-4"

3'-11"

B B

3'-8"

3'-9"

2'-1 1/2"

8 10

72 °

2'-5"

1'-11"

2'-2"

1'-11"

2'-5"

3'-0"

4'-6"

THIS LETTER "A" MUST BE FIRE RETARDANT

ELEVATION

01 01

3'-0"

10'-6"

10'-10"

SCALE: 1/2" = 1'-0"

10'-6" 3'-11"

3'-0"

3'-11"

3'-7 1/2"

3'-3"

3'-7 1/2"

4'-0"

3'-0"

PLAN

02 01

SCALE: 1/2" = 1'-0"

4'-0"

PLA WE

A 8'-0"

B C

SCA CON

03 01

CNC LAYOUT FOR "G" SCALE: 1/2" = 1'-0"

FINI SIDE 3/4"

MATERIAL: 3/4" PLY

04 01

AXO NTS

9'-10"

3'-0"

9'-3" 2'-10"

8'-0"

3'-7"

2'-10"

3'-0"

1'-8"

4'-4"

2'-2"

A A

34°

2'-7 1/2"

9'-8"

2'-0"

4'-7 1/2"

4'-4"

5'-4"

1'-8"

34°

2'-2"

C C 3'-5"

GREEN OUT EXPOSED SCAFFOLDING

9'-10" 4'-7 1/2"

9'-3"

2'-7 3/4"

3'-0"

2'-10"

3'-7"

3'-0"

0 3/4"

PLATFORM MUST SUPPORT WEIGHT OF ACTORS

3/4" PLY FINISH GLOSS WHITE

ATFORMS MUST SUPPORT EIGHT OF ACTORS

SCAFFOLDING AS PER CONSTRUCTION

THE LETTER "A" MUST BE FIRE RETARDANT

AFFOLDING AS PER NSTRUCTION

ISH FRONT AND ES AS GLOSS WHITE PLY

8'-0" 2'-10"

02.2 01

DETAIL

SCALE: 3" = 1'-0"

FINISH FRONT AND SIDES OF ALL LETTERS AS GLOSS WHITE ALL LETTERS 4'-0" DEEP AND 9'-8" TALL

ISSUED AUGUST 08, 2019

SCAFFOLDING AS PER CONSTRUCTION AS PER EXT. BEAUTIFUL FIELD DRAWING TITLE: "IMAGINE" LETTERS DIRECTOR:

PRODUCTION DESIGNER:

SET NAME:

DATE:

LOCATION:

2019-08-08

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

EP #:

MJV

SET #:

505

959

TYLER HARRON DRAWING #:

001

57" 30"

7'-3"

16'-0" 01 001

26 26

04 001

ELEVATION

SCALE: 1/2" = 1'-0"

PERSPECTIVES NTS

ELEVATION, HEAD

03 001

02 001

1" = 1'-0"

ELEVATION 1/2" = 1'-0"

PRELIMINARY DIRECTOR: SET NAME:

PRODUCTION DESIGNER:

CAT CO

DRAWING TITLE: LOCATION:

DATE:

PANTHER SCULPTURE

2019-06-07

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

EP #:

MJV

SET #:

500

002-30

TYLER HARRON DRAWING #:

OC 3'-7" 3'-3 1/4"

3'-8" 7 3/4"

3'-8"

2'-6 3/4"

54"

54 7/8"

1 1/2"

R13"

3'-7"

PLAN

SCALE: 1" = 1'-0"

02 04

4'-6 3/4"

ELEVATION

03 04

SCALE: 1" = 1'-0"

ELEVATION SCALE: 1" = 1'-0"

9 3/8"

01 04

1'-4 3/4"

1 15 /8" 1 1/2"

18 3/8"

39 3/8"

+2"

R13"

+4"

26"

R11 1/2"

9 3/8"

5Â° 13

9 1/2"

18 3/8"

9 1/2"

26"

9 5/8"

1 1/2"

06 04 3'-3 1/4"

05 04

COMPONENT A SCALE: 3" = 1'-0"

COMPONENT B SCALE: 3" = 1'-0"

ISS JUNE 1

27 7/8" 13 7/8"

13 7/8"

1'-6

14 5/8"

15 1/2"

21 1/4"

1/4"

135°

5°

/4" 83

7 7/8"

16 5/8"

COMPONENT E

09 04

AXO NTS

5 7/8"

14 1/2

CONNECTION TO COMPONENT B AS PER SPFX

SECTIONAL AXO

09.2 04

SCALE: 3" = 1'-0"

PLANT-ON 1/4" THICKNESS SEE DWG 500.020.005 FOR ASSEMBLY WITH COMPONENT A

1 1/2"

2" 1/2"

3/4"

4 3/4" R4 1/4"

2 1/2"

2 3/8"

7 3/4"

135 °

R3 1/2"

° 79

42 7/8"

° 77

07.2 04

AXO

8 3/8"

NTS

4 3/4"

35 1/4"

43 /8"

3 7/8"

3/4" x 2" ROLLED ALUMINUM MAKE x2 PER MACHINE

6°

LIGHT STRIPS?

SUED 14, 2019

4 5/8"

08 04

COMPONENT D MAKE x2 SCALE: 3" = 1'-0"

COMPONENT D

MAKE x7 VIRTUAL REALITY MACHINES 3/4" 90 °

04 04

SCALE: 3" = 1'-0"

PRODUCTION DESIGNER:

DIRECTOR: SET NAME:

OBSIDIAN TECHNOLOGIES

DRAWING TITLE: LOCATION:

07 04

COMPONENT C MAKE x2 SCALE: 3" = 1'-0"

VIRTUAL REALITY MACHINE

DATE:

2019-06-13

REVISED:

STAGE A2, 20146 100A AVE, LANGLEY BC

DRAWN BY:

SET #:

EP #:

MJV

500

020

TYLER HARRON DRAWING #:

004

PROPOSAL FOR THE CITY OF TORONTO // MUNICIPAL PHOTO ARCHIVE

Comprehensive Studio // M. Arch II Instructor: Maria Denegri Studio Partner: Mario Arnone For our comprehensive studio we designed a satellite branch of the Toronto Photo Archive that would behave as part public exhibition and part archival storage, enabling the institution to embrace the public realm. In addition to space dedicated to the preservation and storage of delicate film materials, we designed a large public auditorium that opened onto the patio, a two-storey gallery and exhibition space, a café, and a courtyard with greenspace and seating. The archive itself is an assembly of two primary volumes which separate the public and private programming: the concrete bar along Front Street houses the gallery, auditorium and café, while the perforated metal cube rising above the intersection of Front and Spadina is home to the protected archives, labs and offices.

The neighborhood is fairly dense, consisting of several high-rise developments to the south as well as a proposed multitower development just to the west (hatched building blocks). Our design acknowledges the expansive rail deck park to the south west and embraces the dichotomy between residential density and recreational space.

 

 

   

  



 

   











surrounded towers (surrounded byby towers) Spadina and and Front streets, atatwith Spadina Front, a heritage building at its Northwest corner with a haritage building in the northwest corner

the public (the publicblock block of maintains the building) an maintains an opaque & agressive opaque street elevation, opening up street elevation, opening itself up only to the interior court to the interior court





the archive pivots corner to (the archive pivotsat at the the corner) to allow light into, and views out of the allowheritage lightbuilding. into and views out of this orientation offers viewsthe of theheritage future raildeck park from within building.

signifies the elevated importance of (sitting above the rest of the building) signifying elevated importance of the program within program within



thearchive archive building (the volumeweighs weighs thethe building down) by one storey implying thethe gravity of program down, implying gravity of within. the resultant Spadina elevation is lower andwithin. more pedestrian program the friendly resulting Spadina elevation is lower and more pedestrian friendly.



contains a large aperature, taking (sits between the towers to the south) and containing a large aperture, taking advantage of the sunlight reaching advantage of the small amount of sunlight thereaching site. intersection the the site. intersectionwith with the restrest of the building implies integrated program. of the building implies integrated program



                               

                               

                     

                    

      

      

 

25 26

07 09

31 32

04 03

14 13

12 11

23 22

21 20

06 05

29 30

B feature stair A public space

C private space

LATERAL LOAD RESISTING SYSTEM A SHEAR WALLS FLANKING THE AUDITORIUM B ELEVATOR/FIRE STAIR CORE

Auditorium Volume Detail sections

The fins are tied to the W section that braces the metal cube. A thermal break is acheived through a fibreglass Schรถck connectio

A Z-girt connects the belly metal panel to the fins. Since this passes thorugh insulation, a thermal break is acheived through a fibreglass Z-girt

Transom windows allow for passive ventilation

The concrete ledge and floor slab are connecte with rebar

1 2

The OWSJs support corrugated metal deck topped with OSB Vapour barrier 100mm slag insulation Roofing membrane zinc cladding

To acheive adequate stiffness for the 6m accordion doors, the top of the frame is braced with an HSS steel section with structural silicone bead

The vertical mullions are structural steel

Ball bearing detail for accordion doors

Roofing assembly:

7 6



Archive Volume, East side Detail sections 1:50

 flashing 

white stone ballast rooft membrane 2x90mm rigid insulation air/vapour barriers wood sheathing metal deck w-section beam

W-section beam

steel stud framing 13mm gypsum ceiling 13mm gypsum wallboard 250mm steel stud wall w/ batt insulation steel column behind 19mm sheathing air/vapour barriers 90mm rigid insulation thermally broken z-girt 25mm airspace 3mm steel cladding outriggers to z-girt 3mm perforated screen

 HSS column behind triple glazed curtain wall steel fastened to vertical mullions structural frame + 3mm perforated screen



structural mullion to HSS column flashing 13mm gypsum wallboard steel stud wall w/ batt insulation 19mm sheathing air/vapour barriers 90mm rigid insulation roof membrane

metal deck on OWSJ 19mm sheathing air/vapour barrier 90mm rigid insulation roof membrane filter fabric growing medium



a sketch model illustrating contrasting material palette the façade along Front Street is clad in pre-cast panels 12 meters tall, textured with the bark of tree species native to southern Ontario. perforations of the cube’s zinc panels are dictated by a Grasshopper script. The volume is angled towards the future Rail Deck Park and allows for views out of 49 Spadina’s south face.

a view of the south facade, where the auditorium juts over the street. And a cafe! the accordion doors of the auditorium open onto the courtyard patio.

PARAMETRIC URBAN DESIGN Computing // M. Arch II Instructor: Ultan Byrne This Grasshopper exercise explored how a few simple rules can influence the propagation and density of buildings within city blocks, the form of the landscape, and the texture of the buildings themselves. By working with several city blocks at a time we can see how a few simple rules can have dramatic effects on the urban environment and the shape of neighbourhoods. The results of this exercise illustrate the disconnect between broad strokes zoning policies and the human element of neighbourhood-building.

PARAMETER: NUMBER OF BUILDINGS PER SITE /16 buildings within this site boundary PARAMETER: PROPORTION OF BUILDINGS ASSIGNED BY TYPE /.5 residential /.25 office /.25 commercial

PARAMETER: NUMBER OF HILLS PER SITE PARAMETER: HEIGHT OF HILLS PARAMETER: DISTANCE OF HILLS FROM BUILDING

PARAMETER: DISTANCE OF HILLS FROM SITE BOUNDARY PARAMETER: HEIGHT INCREASES TOWARDS CENTRE OF SITE

PARAMETER: TEXTURE DENSITY PARAMETER: HEIGHTS RANDOMIZED left: pixelation size decreases as proximity to site boundary -or- building footprint increases right: pixelation is homogeneous when no boundary is near

MELANIE VIGER AHNNYOUNGHASEYO@ GMAIL.COM