Deanna Josephine Vespa Portfolio 2024

DEANNA JOSEPHINE VESPA PORTFOLIO

2024

CONTENTS THE THIRD TEACHER

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04

CLEAVER RESIDENCE

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08

THE HIVE

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12

SMALL HABITAT

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14

MCMASTER ADDITION

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16

COMMUNITY CENTER

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18

VANCOUVER LANEWAY HOME

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20

THE THIRD TEACHER OCAD UNIVERSITY, B.DES ED THESIS, YEAR 4 INDIVIDUAL PROJECT PROFESSORS DR. ERIC NAY, DR. JAMES MILLER 2019 2 Semesters Toronto, ON, Canada Continental Climate Revit, Photoshop, InDesign, Hand Drawing, Model Making

Building Form Study

Mental development must be connected to movement and be dependent on it. “There is an almost mathematical relationship between the surroundings, the activity, and the development of the child” in the words of Maria Montessori. Environments rich in sensory experience help students retain knowledge.

A study of shapes and movement to inform the building design.

Interweaving community, landscape and education, creates a whimsical and earthy oasis for children to grow within a harsh, vertical, urban community. The 200 meter radius around canoe landing park is home to roughly 1,000 children. I have designed an experiential learning center to accommodate the growing population of children in Toronto’s downtown core. By building onto the Montessori method, I have created a stimulating environment to nurture and educate children in their early life, when it is critical to establish a foundation for good mental health, while simultaneously socially binding these vertical communities together.

DEANNA VESPA

3

Movement

Site Model

Education

Landscape

Classroom Ages 3-6

Classroom Ages 9-12

Site Section THE THIRD TEACHER

4

KINESTHETIC LEARNING Education with a connection to landscape and physical activity will improve a child’s mental development and learning outcomes.

Exploded Building Model

DEANNA VESPA

6

Second Floor Plan

First Floor Plan

EW Building Section THE THIRD TEACHER

7

3 1/4"

TRACK

OUTLINE OF WEIGHTBAR

6 5/8"

5" 1 5/8"

TONGUE AND GROOVE CONNECTION AT ALL SLATS

10

2X6 THERMORY ASH WOOD SLATS CUT TO 5" WIDTH

VFA ARCHITECTURE + DESIGN INC. JUNIOR ARCHITECTURAL DESIGNER, LEAD INTERIOR DESIGNER CANADIAN HOUSE & HOME MAGAZINE, MAY 2023 ISSUE LIT LIGHTING DESIGN AWARDS, 2023

4 5/8"

1 5/8" 3 1/4" 5"

1 5/8"

5" 8"

03 SK-07

16'-7" 2'

11 1/4"

6 5/8"

CLEAVER RESIDENCE

CL OF TRACK/SCREEN

TRACK 2X4 THERMORY ASH WOOD SLATS CUT TO 3" WIDTH

5/8" 6 65/8"

2'

5/8" 6 65/8" 8 1/4"

8 1/4"

6 5/8"

5" 1 5/8"

4 5/8"

CL OF STEEL COLUMN

STEEL COLUMN

CL OF STEEL COLUMN

1 5/8"

5"

6 5/8"

1 5/8"

3/4"

1X6 THERMORY ASH WOOD CUT TO 5" WIDTH

02 SK-07 3/4"

5"

3"

4"

22'-6 1/2"

A European Beech tree pushes its way into the boundaries of the residence creating a relief in the limestone façade. The interior kitchen transitions seamlessly into an outdoor kitchen beneath a large overhang, blurring the lines between indoor and outdoor space. Slatted walls create interest while providing privacy and program separation.

4 1/8"

6 5/8"

5"5" 1 5/8"

STEEL COLUMN

This Oakville home celebrates a marriage of interior and exterior living through transparencies, reflections and visual cues.

CL OF STEEL COLUMN

4 1/8"

1 5/8" 1 5/8" 1 5/8" 1 5/8"

6 5/8"

5"

3/4" 8"

1 5/8"

2021 2 years Oakville, ON, Canada Continental Climate AutoCAD, SketchUp, Sketches

5"

5"5"

STEEL COLUMN

8 1/4"

3"

4 1/8"

5"

4 1/8"

1 5/8" 1 5/8"

5"5"

6 65/8" 5/8"

OUTLINE OF WEIGHTBAR CL OF TRACK/SCREEN

4" 8" OUTLINE OF WEIGHTBAR CL OF TRACK/SCREEN CL OF STEEL COLUMN

TONGUE AND GROOVE CONNECTION AT ALL SLATS

02 SK-07

OUTLINE OF WEIGHTBAR 2X4 THERMORY ASH WOOD SLATS CUT TO 3" WIDTH SCREEN

2X6 THERMORY ASH WOOD SLATS CUT TO 5" WIDTH

At the front façade, the limestone exterior creates a clean backdrop for the landscaping to demand focus. In turn, the dark infinity pool at the rear reflects the contemporary home, emphasizing its clean lines.

2 1/4"

4 3/4"

TRACK FOR ROLL SCREEN

7 3/4" 5"

ALIGN BRICK WITH BRICK ON ANOTHER SIDE OF POCKET DOOR

3"

3 1/2"

LINE OF BUILDING ABOVE

TONGUE AND GROOVE CONNECTION AT ALL SLATS

OUTDOOR KITCHEN

6 5/8" CAULK

6 5/8"

5"

1 5/8"

3"

8 1/4"

4 5"5/8"

5"

3"

5"

4"

1 5/8"

22'-6 1/2"

3 3/4"

CL OF STEEL COLUMN

6 5/8"

3/4"

STEEL COLUMN

1X6 THERMORY ASH WOOD CUT TO 5" WIDTH

3 3/4"

1 1/4"

1 5/8" 1 5/8" CAULK

1 5/8" FLASHING

2X4 THERMORY ASH WOOD SLATS CUT TO 3" WIDTH

6 5/8"

1/2"

5"

1'-10 3/4"

1 5/8"

5"

3 1/2" 1" 2X6 THERMORY ASH WOOD SLATS CUT TO 5" WIDTH

EXTERIOR

STEEL COLUMN - REFER TO STRUCTURAL

8 3/4" FLASHING

BRICK

4" 8"

LINE OF TRIM ABOVE

9 1/2"

OUTLINE OF WEIGHTBAR

1

PLAN DETAIL @ BUG SCREEN SCALE

8 1/4"

STEEL COLUMN

CL OF STEEL COLUMN

1X6 THERMORY ASH WOOD CUT TO 5" WIDTH

3/4"

1' = 1-1/2"

5"

3"

4"

22'-6 1/2"

3

4 5/8"

1 5/8"

CL OF TRACK/SCREEN CL OF STEEL COLUMN

4" OUTLINE OF WEIGHTBAR

8" SCREEN OUTLINE OF WEIGHTBAR

2 1/4"

4 3/4"

TRACK FOR ROLL SCREEN CL OF TRACK/SCREEN

7 3/4"

CL OF STEEL COLUMN ALIGN BRICK WITH BRICK ON ANOTHER SIDE OF POCKET DOOR

3 1/2"

LINE OF BUILDING ABOVE

OUTDOOR KITCHEN

3 1/2"

8 3/4" FLASHING

BRICK

STEEL COLUMN - REFER TO STRUCTURAL

OUTLINE OF WEIGHTBAR

1"

1'-10 3/4"

SCREEN

2 1/4"

4 3/4"

ROLL SCREEN 1/2" TRACK FORCAULK

7 3/4"

ALIGN BRICK WITH BRICK ON ANOTHER SIDE OF POCKET DOOR

LINE OF BUILDING ABOVE

3 1/2"

EXTERIOR

1"

1/2" 1 1/4"

1'-10 3/4"

3 1/2"

CAULK

3/4" FLASHING 38 3/4"

OUTDOOR KITCHEN BRICK

STEEL COLUMN - REFER TO STRUCTURAL

CAULK

3 3/4"

1 5/8" FLASHING

EXTERIOR LINE OF TRIM ABOVE

3

1

DEANNA VESPA

CAULK PLAN DETAIL @ BUG SCREEN

SCALE

1' = 1-1/2"

Plan Detail

3 3/4"

Photography by McNeill Photography

1 1/4"

9 1/2"

3 3/4"

1 5/8" FLASHING

8 LINE OF TRIM ABOVE

9 1/2"

SPACE

3"

HSS HANGERS - REFER TO STRUCTURAL

STRAPPING RECESSED ROLLER TUBE FOR SCREEN Ø5-1/2"

10 1/2" CAVITY SPACE

PROVIDE WEEPING HOLES

10'0" 9'11.5"

1"

4"

PLYWOOD

1'-6"

1 5/8"

U/S Steel Angle U/S Stone Cladding

NOTCH STONE

HEATER WITH RECESSED HOUSING

LIGHT FIXTURE. SEE RCP

3/4"

ANGLE - REFER TO STRUCTURAL

5'-10" 6'-1 5/8" IPE SOFFIT. THERMORY ASH TO MATCH SLATS

4 3/4" EXTERIOR CL OF TRACK/SCREEN CL OF STEEL COLUMN

LINE OF STEEL COLUMN BEYOND LINE OF THERMORY ASH SLAT

5" 8"

3

2

E-W SECTION DETAIL @ ROLL BUG SCREEN SCALE

Photography by Double Space Photography

1' = 1-1/2"

FILL WITH SPF WATERPROOFING BENT STEEL PLATE - REFER TO STRUCTURAL

7" CAVITY SPACE RECESSED ROLLER TUBE FOR SCREEN Ø5-1/2"

HSS HANGERS - REFER TO STRUCTURAL

3"

SOFFIT VENT WITH INSECT SCREEN

STRAPPING PLYWOOD

ANGLE - REFER TO STRUCTURAL

10 1/2" CAVITY SPACE

LIGHT FIXTURE. SEE RCP

3/4"

SOFFIT TO ALIGN WITH SLATS

PROVIDE WEEPING HOLES

1 5/8"

6 1/2" 1 5/8"

11"

1 5/8"

1 5/8" 1 5/8"

1 5/8" 1 5/8"

IPE SOFFIT. THERMORY ASH TO MATCH SLATS

2'-0 3/4"

1 5/8"

HEATER WITH RECESSED HOUSING

4"

7/8"

7/8"

1/8"

1 5/8"

1"

10'0"

U/S Steel Angle

9'11.5"

U/S Stone Cladding

NOTCH STONE

1 5/8" SOFFIT VENT

3 1/4" 4'-2 1/2"

2' LINE OF SLAT

CL OF STEEL COLUMN

CL OF TRACK/SCREEN

LINE OF STEEL COLUMN BEYOND

LINE OF THERMORY ASH SLAT

G. COITO M. COITO

EXTERIOR

1842 // 1243 CLEAVER OAKVILLE, ON L6J 1W2

5"

BUG SCREEN

Section Detail 3

3

A/N

N-S SECTION DETAIL @ ROLL BUG SCREEN SCALE

1' = 1-1/2"

SK-0

Photography by Simon Tanenbaum CLEAVER RESIDENCE

9

PARAMETRIC DESIGN A solid wood slat wall was designed for this Oakville residence to play with translucency and concealed views. This parametric design was modeled using a SketchUp plug-in before being sent to the carpenter for fabrication.

NOTE: ALL DIME NOTE: ALL DIMENSIONS BE SITE VERIFIED BE SITE VERIFIED PRIOR T FABRICATION FABRICATION

BENCH

BENCH

CENTERLINE

MECH. DUCT

4 3/8" 1'-8 7/8"

1'-8 7/8" 1'-9 1/8"

1'-9 1/8" 1'-1 5/8"

FULL HEIGHT FULL HEIGHT MILLWORK TO ALIGN MILLWORK TO ALIGNWITH EDGE OF WITH EDGEHARDWOOD OF SLAT HARDWOOD SLAT

1'-1 5/8"

3"

ELEVATOR DOOR ELEVATOR DOOR HINGE TO ALIGN HINGE TO ALIGN WITH SLAT WITH SLAT

LINE OF MAX. SCREEN DEPTH LINE OF MAX. SCREEN DEPTH

6'-7 1/2"

5'-4 1/2" 12'-7 1/2"

5'-4 1/2"

7 1/2"

7 1/2" 9'-6"

12'-7 1/2"

SCREEN FLOOR PLAN SCREEN FLOOR PLAN 1 SCALE 1/2"=1' N SCALE

9'-6" 13'-4 1/2"

NOTE: WIDTH OF OPENING TO NOTE: WIDTH OF OPENING TO BE CONFIRMED BE CONFIRMED 3'-10 1/2" 3'-10 1/2" DOORWAY OPENING 2'-4 1/2" DOORWAY OPENING

STEEL ANGLE ON STEEL ANGLE ON TOP OF SLATS TOP OF SLATS 2'-4 1/2"

5'-6"

3'-1 1/2"

HARDWOOD SLAT HARDWOOD SLAT

1 1/2"

1 1/2"

1 1/2"

1 1/2"

3'-1 1/2" 8'-10 1/2" 8'-10 1/2" FREESTANDING HARDWOOD FREESTANDING HARDWOOD

5'-6"

MOUNTED ON MDF MOUNTED ON MDF

2' 2' MOUNTED ON MDF MOUNTED ON MDF

N

1/2"=1'

Process Work

6'-7 1/2" Ground Floor Dropped Ceiling

SHELF

SHELF

ED EDGE OF HARDW AL ALIGNED WITH W

13'-4 1/2" FREESTANDING HARDWOOD FREESTANDING HARDWOOD

MOUNTED ON MDF MOUNTED ON MDF MAX. DEPTH 2" MAX. DEPTH 2" MIN. DEPTH 3/4" MIN. DEPTH 3/4"

CLOSET

7 1/2"

7 1/2"

3'-6" 3'-6" ELEVATOR DOOR ELEVATOR DOOR

CLOSET

3R @ 7"ea.

3"

LINE OF MIN. SCREEN DEPTH LINE OF MIN. SCREEN DEPTH

SLATS BELOW STEEL ANGLE SLATS BELOW STEEL ANGLE

3R @ 7"ea.

MDF

2"

2"

1'-1 1/2"

6'-7 1/2"

1

STAIRS

STAIRS 2'-10 3/4"

2'-10 3/4"

MDF FURR OUT WALL AS REQUIRED FURR OUT WALL ASTO REQUIRED ALIGN WITH EDGE TO ALIGN WITH OFEDGE HARDWOOD SLATS OF HARDWOOD SLATS

1'-1 1/2"

FURR OUT WALL FURR OUT WALL AS REQUIRED TO AS REQUIRED TO ALIGN WITH EDGE ALIGN WITH EDGE OF HARDWOOD OF HARDWOOD SLATS SLATS

MECH. DUCT

CENTERLINE

4 3/8"

DESK

HOOKS

HOOKS

FURR OUT WALL FURR OUT WALL AS REQUIRED TO AS REQUIRED TO ALIGN WITH EDGE ALIGN WITH EDGE OF HARDWOOD OF HARDWOOD SLATS SLATS

DESK

Ground Floor Dropped Ceiling

6'-7 1/2"

5'-4 1/2"

5'-4 1/2"

7 1/2"

7 1/2" 9'-6"

Visualization by Deanna Vespa

9'-6"

3'-10 1/2"

3'-10 1/2"

2'-4 1/2"

2'-4 1/2"

3'-1 1/2"

3'-1 1/2"

8'-10 1/2"

1 1/2"

8'-10 1/2"

1 1/2"

1 1/2"

1 1/2"

10'1/4"

10'1/4"

2'-0 1/4"

2'-0 1/4"

EVEVATOR DOOR BEHIND EVEVATOR DOOR BEHIND SLATS SLATS MDF

MDF

HARDWOOD SLAT HARDWOOD SLAT METAL PLATE METAL PLATE BETWEEN SLATS BETWEEN SLATS

ED EDGE OF HARDW AL ALIGNED WITH W FURR OUT WALL FURR OUT WALL BEHIND AS BEHIND AS REQUIRED TO ALIGN REQUIRED TO ALIGN WITH EDGE OF WITH EDGE OFHARDWOOD SLAT HARDWOOD SLAT

5'

WHITE OAK HARDWOOD SLATS WHITE OAK HARDWOOD SLATS TO MATCH WOOD FLOOR TO MATCH WOOD FLOOR

5'

FURR OUT WALL AS REQUIRED TO ALIGN FURR OUT WALL AS REQUIRED TO ALIGN WITH EDGE OF HARDWOOD SLATS WITH EDGE OF HARDWOOD SLATS

8'

LINE OF FLOOR BEHIND LINE OF FLOOR BEHIND

1'-3"

STEEL ANGLE ON STEEL ANGLE ON TOP OF SLATS TOP OF SLATS

1'-3"

FURR OUT WALL FURR OUT WALL BEHIND AS BEHIND AS REQUIRED TO ALIGN REQUIRED TO ALIGN WITH EDGE OF WITH EDGE OFHARDWOOD SLAT HARDWOOD SLAT

8'

ALIGN MILLWORK BEHIND ALIGN MILLWORK WITH BEHIND EDGE OF HARDWOOD WITH EDGE OF HARDWOOD

COUNTER, HARDWOOD COUNTER, HARDWOOD TO MATCH SLATS TO MATCH SLATS

1'-9"

1'-9" 7"

0'0"

0'0"

7"

Ground Floor Ground Floor

88.04

88.04

12'-7 1/2" 12'-7 1/2" MOUNTED ON MDF MOUNTED ON MDF

13'-4 1/2" 13'-4 1/2" FREESTANDING HARDWOOD FREESTANDING HARDWOOD

5'-6" 5'-6" MOUNTED ON MDF MOUNTED ON MDF

8'-10 1/2" 8'-10 1/2" FREESTANDING HARDWOOD FREESTANDING HARDWOOD

2' 2' MOUNTED ON MDF MOUNTED ON MDF

Elevation 2

SCREEN SOUTH ELEVATION SCREEN SOUTH ELEVATION 2 SCALE 1/2"=1' SCALE

1/2"=1'

Photography by Double Space DEANNA VESPA

Photography by Scott Norseworthy 10

LIGHTING DESIGN 5'-2"

A custom statement lighting sculpture was designed to evoke movement and interest.

PANTRY

7'-1 7/8"

4 1/2"

3'

4'-9"

4 1/2"

KITCHEN

KITCHEN RCP SCALE

1/2"=1'

Process Work 1/2" REVEAL

1

LINE OF RECESSED CEILING FOR FEATURE PENDANT LIGHTING

LINE OF RECESSED CEILING

6"

7'-1 7/8"

10'1/4"

1'-6"

LINE OF CEILING 1'-11 3/4"

Ground Floor Dropped Ceiling

4"

2"

2'

1"

1/2"

3'-6"

MIN LENGTH

4 1/2"

Ground Floor

0'0"

88.04

2'-6"

3

KITCHEN SOUTH ELEVATION SCALE

4"

Photography by Scott Norseworthy

4"

2'-8"

1 1/4"

7'-0 1/4"

7'-8"

CABINET INTERIOR

8'

10'-0 1/4"

7'-0 1/4"

MAX LENGTH

3'-2 7/8"

2'-7 1/8"

2'-4"

2'-4"

2'-4"

2'-3 3/4"

Elevation

1/2"=1'

Photography by Scott Norseworthy CLEAVER RESIDENCE

11

THE HIVE OCAD UNIVERSITY, B.DES DESIGN FOR DWELLING, YEAR 3 GROUP PROJECT PROFESSOR NEAL PRABHU 2017 1 Semester Toronto, ON, Canada Continental Climate AutoCAD, Sketch Up With the goal of designing affordable housing for shared dwelling, my team designed a modular living unit which could be arranged to create a vibrant community of pod dwellers. The intended users are students and small, young families looking for an affordable living space. The units are built to the minimum space required for basic indoor movement. Furniture is built into the main structure to provide the most efficient use of space.

Unit Second Floor Plan

The dwelling pod consists of three hexagonal-shaped structures housing two bedrooms, a kitchen, a shared living space, and bathroom, for a total area of 350 sq ft.

The accessible units consist of two bedrooms, one wheelchair accessible, a kitchen, a shared living space, and an accessible bathroom, for a total area of 450 sq ft.

The pods are designed to be manufactured in a factory, with all utilities and infrastructure built in, before installation on site, which lowers the construction costs drastically. The pods will be constructed of a recycled plastic shell over a steel frame, with a plywood interior.

Unit First Floor Plan

Elevation DEANNA VESPA

Accessible Unit Floor Plan 12

MODULAR DESIGN The modularity allows the singular units to be arranged in order to infill various sites around Toronto. The units are designed to stack on top of one another, resembling the organic form of a beehive. They stack in an offset manner so that the roof of one unit becomes an outdoor patio space for another unit. Exterior stair cases and patio rails are attached across the front of the building structure as needed. Accessible units are accessed from grade and require a small ramp to access.

Unit Elevation

Unit Section

Site Progress Photo by Greg Wrzosek THE HIVE

13

SMALL HABITAT OCAD UNIVERSITY, B.DES ED: PERSONAL SPACE, YEAR 2 INDIVIDUAL PROJECT PROFESSOR MARK THOLEN 2016 1 Semester Toronto, ON, Canada Continental Climate AutoCAD, Model Making

Second Floor Plan

First Floor Plan

This project consisted of designing a small personalized habitat in a unique location, mine being between two large retaining walls.

Since the site of my habitat is a concrete stairwell, the concept of a trees determination to grow in the most inhospitable locations will reflect my difficulty inserting a livable space in a concrete cavity.

The leaves of the tree are represented by the curved roof which doubles as an entrance and skylight. This mimics the way a tree’s leaves are arranged to whisk water away from the trunk while still allowing light and its habitants in. The trunk of my habitat is a sturdy, small area which is just large enough for myself to reside and store my belongings. Lastly, I have adapted the habitat to my surroundings and designed the habitat’s foundation to rely on the concrete retaining walls for support in the same way a trees roots are able to thrive in even the most inhospitable conditions.

Progress Sketches

NS Building Section

EW Building Section

DEANNA VESPA

14

SMALL HABITAT

15

MCMASTER ADDITION VFA ARCHITECTURE + DESIGN INC. PROJECT MANAGER, ARCHITECTURAL DESIGNER ONGOING, UNDER CONSTRUCTION 2 years Halton Hills, ON, Canada Continental Climate Archicad, Twinmotion, Photoshop, Illustrator, Hand Sketch A geometrical addition plays with layering of roof lines to imitate the rolling landscape of its Halton Hills property. Through the sloping roof lines and juxtaposing yet reflecting forms, the addition playfully lowers a 3 story home to the human scale. The playful form informs the interiors of this addition, using a suspended slab to display the clients collection of high end cars on the ground floor level.

Process Work

The steep sloping site and loose soil, which was found to be not native to the property, created many challenges while designing.

Through the use of 60 helical piles drilled 7ft below footings, the building was able to be secured within the hill.

Visualization by Deanna Vespa

Visualization by Cameron Fong DEANNA VESPA

16

3

3x

4x

4

6

SLOPE MIN 2%

SLOPE MIN 2%

ARCHITECTURE + DESIGN

SLOPE

PRE-FINISHED METAL FLASHING WITH DRIP EDGE, EXTERIOR FINISH 8

PRE-FINISHED METAL FLASHING WITH DRIP EDGE

CAULK AND SEAL

EXTERIOR

VF-A.COM

T/O High Roof +12'-5/8"

PRE-FINISHED METAL FLASHING WITH DRIP EDGE, EXTERIOR FINISH 8

PROVIDE INSECT SCREEN AT GAP

CAULK AND SEAL

11 WATKINSON AVENUE TORONTO, ONTARIO M6P 2E6 +1 (647) 500 2724

5.4b

14.0°

CANT STRIP

CANT STRIP

CANT STRIP

FILL CAVITY WITH SPF

This drawing is the property of the Architect and may not be reproduced or used without the express consent of the Architect. The Contractor is responsible for checking and verifying all levels and dimensions and shall report all discrepancies to the Architect and obtain clarification prior to commencing work.

HORIZONTAL WOOD STRAPPING

ISSUED RECORD

SLEEPES SLOPE TO DRAIN MIN 2% REFER TO ROOF PLAN FOR SLOPE DIRECTION

WOOD CLADDING TO CONTINUE UP TO SKYLIGHT FILL VOID WITH SPF STANDING SEAM METAL ROOFING

5.2

5.2

TAPE AND SEAL TO ENSURE CONTINUITY OF GAS BARRIER

VERTICAL WOOD STRAPPING S02

S01 VERTICAL WOOD SIDING, TONGUE AND GROOVE T/O Roof Framing +10'-6 1/8"

U/S of Ceiling +9'-8 1/4"

PROVIDE CONT. VAPOUR BARRIER ROOF RAFTERS - REFER TO STRUCTURAL

MITER CORNER

PRICING

2022-02-28

PERMIT

2022-03-29

PRICING

2022-04-26

PERMIT REV1

2022-07-25 2022-06-30

PERMIT REV2

2022-07-25

IFC

2022-09-06

SI-01

2022-12-23

2

SI-02

2023-01-18

3

SI-03

2023-02-13

4

SI-05

2023-06-14

5

SI-07

2023-07-25

Ex. Second Floor +10'-2 1/2"

CL OF BEAM

HALLWAY

2.7

ROOF RAFTERS- REFER TO STRUCTURAL

CL OF BEAM

CL OF BEAM

CL OF BEAM

CL OF BEAM

OPEN TO BELOW

2.3

PROVIDE CONT. VAPOUR BARRIER

FILL CAVITY WITH SPF

EXTERIOR

PROVIDE CONT. VAPOUR BARRIER GARAGE CEILING FINISH TBD - REFER TO ID

2.3

CL OF STEEL COLUMN AND BEAM

2.7

FILL VOID WITH SPF WOOD CLADDING - REFER TO ID FOR WALL FINISH FURR OUT ASS REQUIRED TO CONCEAL IN-WALL BEAM BEAM - REFER TO STRUCTURAL

UPLIGHT STRIPLIGHT ABOVE WINDOW - VISIONSZ 1200 REFER TO ID

NAILER

TAPE AND SEAL TO ENSURE CONTINUITY OF GAS-TIGHT AIR BARRIER 1/2" GAP - FILL VOID WITH SPF LAP AND TIE MEMBRANES INTO GAP

MDF CLAD IN PRE-FINISHED METAL FLASHING TO MATCH WINDOW FRAME AT COVE AND WINDOW TRIM

D05

DRYWALL RETURN

LINE OF WALL BEHIND

LINE OF COLUMN BEYOND REFER TO STRUCTURAL

GUARDRAILS TO MEET OBC SB-7 SECTION 3 INTERIOR GUARDS Detail IE-1

LINE OF WINDOW TRIM BEYOND

MIN. LUMBER GRADE:

NORTHERN SPECIES No2 NORTHERN SPECIES No2 Picket grade

LINE OF GUARDRAIL BEYOND

1 3/4" x 5 1/2" TOP RAIL 2- #10 x 2" SCREWS WOOD CLADDING - REFER TO ID

2.3

2x2 WOOD PICKETS

HALLWAY

OPEN TO BELOW

GARAGE

3' HT GUARDRAIL TO COMPLY WITH OBC 9.8.8.2. LOADS ON GUARDS & 9.8.8.3.

HEIGHT OF GUARDS

LINE OF WALL BEYOND TIE MEMBRANES INTO GAP 1/2" GAP - FILL VOID WITH SPF SLOPE 2%

FURRED OUT TO ACCOMMODATE STRIP LIGHT

4.5

4.7

EPOXY FINISH CONCRETE W/ HYDRONIC TUBES SLOPE 2% TOWARDS GARAGE DOORS

9 1/2"

MIN. 3.5"

CONCRETE CURB

BLOCKING AS REQUIRED

Garage Level (271.77 GEO) -4'-6 3/4"

STRIP LIGHT LUMENTRUSS 3150 PROFILE- REFER TO ID

T/O of Concrete Curb -4'-7 3/8"

HARDWOOD FLOORING - REFER TO ID HYDRONIC TUBES

2'-1 5/8"

3- #10 x 2" SCREWS

WOOD CLADDING - REFER TO ID 10"

BLOCKING AS REQUIRED

1'-4 1/8"

PROVIDE CONT WATERPROOFING

1/2" REVEAL "Z" REVEAL MOULDING - TAPE AND JOINT COMPOUND

FILL CAVITY WITH INSULATION (R22) MIN. 2' FROM EXTERIOR, TYP. LEDGER AND HANGER REFER TO STRUCTURAL

6 1/8"

CONCRETE SLAB - REFER TO STRUCTURAL

T/O of Conc Slab and Beam CB2 -5'-4 1/4"

LVL BEAM - REFER TO STRUCTURAL

LINE OF U/S OF GARAGE LEVEL CEILING BEYOND

U/S of Conc Slab and Beam CB1 -6'-2 1/4"

1/2" REVEAL "Z" REVEAL MOULDING - TAPE AND JOINT COMPOUND

BAR

FILL CAVITY WITH SPF

GWB - REFER TO ID

PROVIDE CONT VB

5 1/2"

CONCRETE BEAM CB1 - REFER TO STRUCTURAL

LINE OF CONCRETE BEAM CB2 BEYOND REFER TO STRUCTURAL KNIFE EDGE CHANNEL WITH COVE LIGHT LUMENTRUSS 9800 REFER TO ID

REC ROOM

BULKHEAD TO CONCEAL BEAM REFER TO ID COLUMN BEYOND - REFER TO STRUCTURAL

CL OF LOUNGE LEVEL STEEL COLUMN BEYOND

ALISON HARPER MARCEL BOURASSA

CL OF LVL BEAM

CL OF CONCRETE BEAM CB1 AND STEEL COLUMN ABOVE

2018 // MCMASTER ADDITION 5-6 MCMASTER STREET GLEN WILLIAMS, ON

SECTION DETAILS

1

E-W SECTION DETAIL @ GARAGE WINDOW, SKYLIGHTS AND GUARDRAIL SCALE 1 1/2"=

1 1/2"=

1'-0"

Section DetailA502

1'-0"

VFA Architecture and Design Inc. // 2018_5 and 6 McMaster // Tuesday, July 25, 2023 7:33 PM // 22x34

Site Progress Photo by Deanna Vespa MCMASTER ADDITION

Visualization by Cameron Fong 17

COMMUNITY CENTER OCAD UNIVERSITY, B.DES ED: SOCIAL SPACE & DIVERSITY, YEAR 2 INDIVIDUAL PROJECT PROFESSOR STUART REID 2017 1 Semester Toronto, ON, Canada Continental Climate Collage, AutoCAD For this project, I designed a community center catering to the demographic of the area and taking inspiration from influential historic buildings to inform my floor plans.

DEANNA VESPA

18

St. Peter’s Basilica by Baldassare Peruzzi

Process Work

Chaux Saltworks by Claude-Nicolas Ledoux

Ground Floor Plan

Priene Temple of Athena

NS Building Section

St. Peter’s Basilica by Michelangelo COMMUNITY CENTER

19

VANCOUVER LANEWAY HOME

PROVIDE PERFORA

P D

VFA ARCHITECTURE + DESIGN INC. PROJECT LEAD, ARCHITECTURAL DESIGNER ONGOING, CITY APPROVALS 8" 5/

8" 5/

8" 5/ 5.1

5.1

2" 1/

2" 1/

LAP ROOF MEMBRANE AND LAPSEAL ROOF LAP ROOF MEMBRANE MEMBRANE AND SEAL AND SEAL PRE-FINISHED METAL FLASHING PRE-FINISHED PRE-FINISHED METAL METAL FLASHING FLASHING CAULK AND SEAL CAULK CAULK AND SEAL AND SEAL 6" 6" GUTTER GUTTER MIN. 6" GUTTER

~3" 2% SLOPE TO RWL

This project proposes the retention and renovation of an existing single detached 1927 character home, an addition of a basement secondary suite, and a new laneway house. The proposed basement suite and laneway house will contribute to affordable rental housing in the Grandview-Woodland neighbourhood of East Vancouver while adding density and supporting the home-owners with additional income.

PROVIDE PERFORA HT of Eves +4'-6 7/8"

SLOPE TO~3" RWL 2% SLOPE TO RWL

MIN. 6" GUTTER

PRE-FINISHED METAL FLASHING PRE-FINISHED PRE-FINISHED METAL METAL FLASHING FLASHING WITH DRIP EDGE WITH WITH DRIP EDGE DRIP EDGE

MIN. 6" GUTTER

STANDING SEAM ROOF CLADDING STANDING STANDING SEAMSEAM ROOFROOF CLADDING CLADDING 6" GUTTER

CONCEALED GUTTER EPDM CONCEALED MEMBRANE CONCEALED GUTTER GUTTER EPDMEPDM MEMBRANE MEMBRANE HEIGHT VARIES AS PER SLOPE HEIGHT HEIGHT VARIES VARIES AS PER ASSLOPE PER SLOPE HEAT TRACE ALONG GUTTER HEAT HEAT TRACETRACE ALONG ALONG GUTTER GUTTER BLOCKING SLOPED ALONG BLOCKING GUTTER BLOCKING SLOPED TO RWL SLOPED ALONG ALONG GUTTER GUTTER TO RWL TO RWL

5 1/2"

5 1/2"5 1/2"

3 1/2" 9 3/4" 3 1/2"5 1/2"5 1/2"

1 1/2"1 1/2" 6"1 1/2"1 1/2" 1/2" 1/2" 6"

9 1/2"

9 3/4" 9 1/2"9 1/2"

5 1/2"

5 1/2"

1 1/2" 1 1/2" 1/2" PRE-FINISHED METAL FLASHING WITH DRIP EDGE

5 1/2"

BEAM - REFER TO STRUCTURAL BEAMBEAM - REFER - REFER TO STRUCTURAL TO STRUCTURAL 3 1/2"

3'6" HT METAL PICKET GUARDRAIL WELDED TO STEEL PLATE @ 4" O.C. - TO COMPLY WITH VBBL 9.8.8.

9 3/4"9 3/4"

EXTERIOR

CAULK @ UNDERSIDE OF FLASHING

6"

PARGE 9 3/4"9 3/4"

GALVANIZED SPACER

WOOD BLOCKING STORAGE STORAGE

METAL PLATE ENSURED TO SPACER WITH BOLTS 3'6" HT METAL PICKET GUARDRAIL WELDED TO STEEL PLATE @ 4" O.C. - TO COMPLY WITH CANT STRIP VBBL 9.8.8.

SELF ADHERED MEMBRANE OVER BLOCKING TO LAP OVER AIR BARRIER 1/2" GAP FOR AIR FLOW, PROVIDE PERFORATED METAL INSECT SCREEN AT GAP

EXTERIOR

"6 .NIM RETTUG 9 1/2" 6"

4.1

MEMBRANE TO LAP FLASHING

3/8"

1/2" GAP FOR AIR FLOW PROVIDE PERFORATED METAL AT GAP

1/8"

PARGE

2 1/2"

8"

2 1/2"

1'-1 3/8" 4.1

6"

WEEPING TILE

9 1/2"

6" 9 3/4"

3/8"

2 1/2"

3"

1.1

1/2"

6"

6"

9"

3"

4 1/2"

PRE-FINISHED METAL FLASHING WITH DRIP EDGE

STONE BED

5 1/2"

TILE DRAINAGE BOARD

3"

1.1

BEDROOM

8"

2 1/2"

1/8" TILE DRAINAGE BOARD

1

TYP. DETAIL SECTION @ RECESSED GUTTER SCALE: 1 1/2"= 1'-0"

2

WEEPING TILE

2212 East 7th Laneway.pln // Thursday, May 11, 2023 5:53 PM // 22x34

1

DETAIL SECTION @ PARAPET TO FOUNDATION 1'-0"

STONE BED 1 1/2"= SCALE:

TYP. DETAIL SECTION @ RECESSED GUTTER SCALE: 1 1/2"= 1'-0"

2

DETAIL SECTION @ PARAPET TO FOUNDATION SCALE: 1 1/2"= 1'-0"

2212 East 7th Laneway.pln // Thursday, May 11, 2023 5:53 PM // 22x34

1'-1 3/8"

6"

6"

3" STORAGE

MAX. 2'-7 1/2" SH

4 1/2"

LIVING/ KITCHEN

5/8"

3"

ANCHOR BOLTS - REFER TO STRUCTURAL GASKET MEMBRANE

FOR DETAILS SIP PANEL - REFER TO STRUCTURAL

T/O Curb -7'-8 3/4" CAULK AND SEAL CONCRETE CURB - REFER TO STRUCTURAL

5 1/2" 1/2" MAX. 4 1/2"2'-7 1/2" SH

2"

1'-2 1/8"

1 1/2"

STANDING SEAM METAL CLADDING

9 3/4"

9 1/4"

"2/1 5 2.2

3 1/2" 3 1/2" 3/4"

5/8"

VERTICAL METAL STRAPPING PARGE

2.2

1 1/2"

5.1

PRE-FINISHED METAL FLASHING HORIZ. METAL STRAPPING WITH DRIP EDGE

PROVIDE CONT. VAPOUR BARRIER

9 3/4"

BEAM - REFER TO STRUCTURAL

1 1/2"

LIVING/ KITCHEN

MIN. 4 1/2" 18" TO U/S OF FOOTING

1/2" GAP FOR AIR FLOW PROVIDE PERFORATED METAL INSECT SCREEN PROVIDE PERFORATED METAL AT GAP

6"

5 1/2"

CAULK AND SEAL 1/2" GAP, FILL VOID WITH SPF LAP AND TIE MEMBRANES INTO GAP

2.2

5 1/2"

9 3/4"

5 1/2" STORAGE

3 1/2"

INTERIOR WINDOW SILL TBD

5 1/2" 1/2"

6"

1/2"

9 1/2"

2" 3"

9 1/2"

6"

MIN. 6" GUTTER ~3" 2% SLOPE TO RWL

2.2

1 1/2"

1 1/2"

3/4" 1 1/2" 2"

9"

5 1/2"

PROVIDE CONT. VAPOUR BARRIER

+4'-6 7/8" HT of Eves

GUTTER 6"

2.2

~3" 2% SLOPE TO RWL

EDGE MEMBRANE TO LAPDRIP FLASHING

HT of Eves +4'-6 7/8"

5 1/2"

CAULK AND SEAL

STANDING SEAMMEMBRANE METAL CLADDING SELF ADHERED TO LAP OVER AIR BARRIER

BEDROOM

BLOCKING SLOPED ALONG GUTTER TO RWL STANDING SEAM WALL CLADDING

2" 3/4"

"8 /5

3 1/2"

U/S of Lintel -2'-3/4" INTERIOR WINDOW SILL TBD 1/2" GAP, FILL VOID WITH SPF LAP AND TIE MEMBRANES INTO GAP 1/2" GAP, FILL VOID WITH SPF LAP AND TIE MEMBRANES INTO GAP INTERIOR WINDOW TRIM TBD

"8 /3 11 "4 / PI 1 01 S

WITH DRIP EDGE, CAULK

CAULK AND SEAL

/1

PROVIDE CONT. VAPOUR BARRIER

INTERIOR WINDOW TRIM TBD 9 3/4"

"2

2"

1/

HORIZ. METAL STRAPPING DRIP EDGE STANDING SEAM ROOF CLADDING VERTICAL METAL PRE-FINISHED METALSTRAPPING FLASHING

5 1/2"

BEDROOM

3/4"

MIN. 6" GUTTER

8"

3/

4" 1/ 10 SIP

11

HT of Eves +4'-6 7/8"

6"

5 1/2"

3 1/2"

2"

SIP PANEL - REFER TO STRUCTURAL FOR DETAILS

CONT. VAPOUR BARRIER 1/2" GAP, FILL VOID WITH SPF LAP AND TIE MEMBRANES INTO GAP RIM JOIST AND HANGER - REFER TO STRUCTURAL

9 3/4"

1/2"

3 1/2"

1/

8"

5/

CONCEALED GUTTER EPDM MEMBRANE HEIGHT VARIES AS PER SLOPE HEAT TRACE ALONG GUTTER

1 1/2"

1'-2 1/8"

8" 3/ 11 4" 1/ 10 SIP

PRE-FINISHED METAL FLASHING WITH DRIP EDGE, CAULK WITH DRIP EDGE SELF ADHERED MEMBRANE TO LAP PRE-FINISHED METAL FLASHING OVER AIR BARRIER STANDING SEAM ROOF CLADDING DRIP EDGE CAULK AND SEAL CAULK AND SEAL 1/2" GAP FOR METAL AIR FLOW PRE-FINISHED FLASHING SOLID WOOD SILL PROVIDE PERFORATED METAL INSECT SCREEN AT GAP SLOPE 2% BUILDING LAPAWAY ROOFFROM MEMBRANE AND SEAL

CONCEALED GUTTER EPDM MEMBRANE PRE-FINISHED METAL FLASHING HEIGHT VARIES AS PER SLOPE AND SEAL HEAT TRACECAULK ALONG GUTTER

BEAM - REFER TO STRUCTURAL 1/2" GAP FOR AIR FLOW, PROVIDE PERFORATED METAL INSECT SCREEN AT GAP

4"

4 1/2" 9 1/2" 1 1/2" 3/4"

MIN. 18" TO U/S OF FOOTING

8"

SIP PANEL - REFER TO STRUCTURAL FOR DETAILS

PRE-FINISHED METAL FLASHING CAULK AND SEAL

PRE-FINISHED METAL FLASHING WITH CLADDING DRIP EDGE STANDING SEAM WALL

4"

9 1/4"

3 1/2"

U/S of Lintel -2'-3/4"

"3~ %2 EPOLS LWR OT

5/

BLOCKING AS REQUIRED SEALGUTTER HEATCAULK TRACEAND ALONG HEIGHT VARIES AS PER SLOPE SOLID SOLIDWOOD WOOD SILL CONCEALED GUTTER EPDM TRIM MEMBRANE SLOPE 2% AWAY FROM BUILDING PERFORATED METAL INSECT SCREEN AT GAP CAULK AND SEAL 1/2" GAP FOR AIR FLOW, PROVIDE DRIP EDGE

LAP ROOF MEMBRANE AND SEAL

STANDING SEAM ROOF CLADDING BLOCKING SLOPED ALONG GUTTER TO RWL

Existing Main House Ground Floor ±0"

INFILL CAVITY WITH SPF

STORAGE

3/4"

SELF ADHERED MEMBRANE BLOCKING SLOPED ALONG GUTTER TO RWL

6" GUTTER

RIM JOIST AND HANGER - REFER TO STRUCTURAL

U/S of Joists -4 1/8"

1/2"

2.2

PRE-FINISHED METAL FLASHING WITH DRIP EDGE TO LAP OVER WOOD TRIM

PRE-FINISHED METAL FLASHING WITH SEAM WALLTRIM CLADDING DRIP EDGESTANDING TO LAP OVER WOOD

STANDING SEAM ROOF CLADDING 1/2" GAP FOR AIR FLOW, PROVIDE PERFORATED METAL INSECT SCREEN AT GAP LAP ROOF MEMBRANE AND SEAL

CONT. VAPOUR BARRIER

1/2" GAP FOR AIR FLOW PROVIDE PERFORATED METAL INSECT SCREEN AT GAP

CAULK SEAL 1/2" GAP FOR AND AIR FLOW BEAM - SCREEN REFER TO PROVIDE PERFORATED METAL INSECT ATSTRUCTURAL GAP

5.1

Second Floor +9 1/8"

INFILL CAVITY WITH SPF

9 1/4"

9 1/4"

MEMBRANE TO LAP FLASHING

Existing Main House Ground Floor ±0"

SLEEPERS SLOPE TO DRAIN MIN 2% U/S of Joists -4 1/8"

BEAM - REFER TO STRUCTURAL

SOLID WOOD TRIM MEMBRANE TO LAP FLASHING

6" GUTTER

4 1/2" 1/2"1"

2.2

5.2

2 DECKING AS PER FINISH SCHEDULE SLEEPERS TAPER TO LEVEL DECK

1'-3 1/4"

SCALE: 1 1/2"= 1'-0" TYP. DETAIL SECTION @EXTERIOR RECESSED GUTTER

1'-3 1/4"

CANT STRIP

2212 East 7th Laneway.pln // Thursday, May 11, 2023 5:53 PM // 22x34

BLOCKING AS REQUIRED BEAM - REFER TO STRUCTURAL

PRE-FINISHED METAL FLASHING WITH DRIP EDGE

Second Floor +9 1/8" METAL PLATE ENSURED TO SPACER WITH BOLTS

TYP. DETAIL SECTION TYP.TYP. DETAIL @ DETAIL RECESSED SECTION SECTION GUTTER @ RECESSED @ RECESSED GUTTER GUTTER 1 1 1/2" GAP FOR AIR FLOW, PROVIDE PERFORATED METAL INSECT SCREEN SCALE: 1 1/2"= SCALE: 1'-0" SCALE: 1 1/2"= 1 1/2"= 1'-0" 1'-0"AT GAP

SELF ADHERED MEMBRANE

5.1

SLEEPERS SLOPE TO DRAIN MIN 2% GALVANIZED SPACER

1"

5.2

WOOD BLOCKING

SELF ADHERED MEMBRANE OVER BLOCKING TO LAP OVER AIR BARRIER

1

STONE BED

WEEPING TILE

SLEEPERS TAPER TO LEVEL DECK PARGE

PRE-FINISHED METAL FLASHING WITH DRIP EDGE EXTERIOR

1

Ground Floor -8'-5 1/8" ANCHOR BOLTS - REFER TO STRUCTURAL T/O ICF -8'-5 3/4" GASKET MEMBRANE

Grade -8'-9 5/8" T/O Curb -7'-8 3/4"

CONCRETE CURB - REFER TO STRUCTURAL GRANULAR COURSE - REFER TO STRUCTURAL Ground Floor -8'-5 1/8" T/O ICF -8'-5 3/4" FOOTING - REFER TO STRUCTURAL Grade -8'-9 5/8"

GRANULAR COURSE - REFER TO STRUCTURAL

FOOTING - REFER TO STRUCTURAL

Section Detail

Visualization by Cameron Fong DEANNA VESPA

TILE DRAINAGE BOARD

DECKING AS PER FINISH CAULK @ UNDERSIDE OFSCHEDULE FLASHING

2212 East 7th Laneway.pln // 2212 Thursday, East 2212 7th May East Laneway.pln 11, 7th 2023 Laneway.pln 5:53 // PM Thursday, ////22x34 Thursday, May 11, May 2023 11,5:53 2023 PM 5:53 // 22x34 PM // 22x34

STANDING SEAM ROOF CLADDING

P

BEDROOM BEDROOM

2.2

5 1/2"

2.2

2.2

BEDROOM

STANDING SEAM WALL CLADDING STANDING STANDING SEAMSEAM WALL WALL CLADDING CLADDING

The design intent for this project focuses on the celebration and revival of the existing homes’ character while designing a laneway home as a contemporary reflection of the existing character.

The proposed 1 1⁄2 storey laneway home promises to help bring the abutting laneway to life with its contemporary twist on the inviting traditional pitched roof home. The upper deck provides a relief into the main structure and enhances neighbourliness towards the lane. Windows facing or in view of the lane are designed with window trims and sills in accordance with the neighbourhood character.

HT of HT Eves of Eves +4'-6 7/8" +4'-6 7/8"

PROVIDE CONT. VAPOUR PROVIDE BARRIER PROVIDE CONT.CONT. VAPOUR VAPOUR BARRIER BARRIER

~3" 2%

1/2" GAP FOR AIR FLOW, 1/2" PROVIDE GAP 1/2"FOR GAPAIR FOR FLOW, AIR FLOW, PROVIDE PROVIDE PERFORATED METAL INSECT PERFORATED SCREEN PERFORATED AT METAL GAPMETAL INSECT INSECT SCREEN SCREEN AT GAP AT GAP

STORAGE

STANDING SEAM ROOF CLADDING

SIP PANEL - REFER TO STRUCTURAL SIP PANEL SIP PANEL - REFER - REFER TO STRUCTURAL TO STRUCTURAL FOR DETAILS FOR DETAILS FOR DETAILS

8" 3/ 11 " 8"/4 30/ 1 IP 111 S 4" 1/ 10 SIP

8" 3/ 4" 1/ 10 SIP

11

5.1

STANDING SEAM ROOF CLADDING STANDING STANDING SEAMSEAM ROOFROOF CLADDING CLADDING

2" 1/

2 years Vancouver, BC, Canada Moderate Oceanic Climate Archicad

20

DETAIL SCALE:

01

01 01

DW

F UTILITY PR ELEC. WATER HEATER

W/D

RE

STORAGE

CLOSET

DN DN

DN

BATHROOM CLOSET PANTRY

ENTRY

D

Plan

ENTRANCE

UP

BEDROOM

LIVING/ KITCHEN 01

PROPERTY LINE

PROPERTY LINE

TV SHELF

STORAGE TERRACE

STORAGE

Ground Floor Plan

PROPERTY LINE

01

Second Floor Plan

01

01

2

LWH Proposed Partial Second FLoor Plan SCALE: 1/4" = 1'-0"

VANCOUVER LANEWAY HOME

2

LWH Proposed SCALE: 1/4" =

21