Ming Portfolio 2022 by Ming Fu

Design Works Ming Yang Fu

Ming Yang Fu B. AS (Honours), M. ARCH (Honours), Intern Architect

Education Master of Architecture

Bachelor of Architectural Studies

University of Toronto 2015 - 2018

Carleton University 2009 - 2013

Contact: ming.fu@live.ca 647-333-7742

Work Experience Wayne Swadron Architect Ltd Toronto, Canada Designer (2020 - Present)

Suburban Residences:

Cottages, Boathouses, and Recreational Compounds:

14 Park Lane Circle Private Residence (9,000 sq.ft +) Toronto, Ontario, Canada

1230-2 Carlingford Drive (cottage, boathouse, garage, gym) Port Carling, Ontario, Canada

63 The Bridle Path Private Residence (9,000 sq.ft +) Toronto, Ontario, Canada

1092 Big Joe Road (guest cottage, boathouse, staff building) Port Carling, Ontario, Canada

240 Bal Bay Drive Private Residence (9,000 sq.ft +) Bal Harbour, Florida, USA

Peggy Island (cottage, boathouse) Seguin, Ontario, Canada

160 Teddington Park Avenue Toronto, Ontario, Canada

Cannif Island (main corttage, guest cottage, boathouses x4, gym, guest accessory building, staff building) Port Carling, Ontario, Canada

15 Oakley Street Addition and Renovation Toronto, Ontario, Canada - functional program layout - design development - by-law and code research - 3D modeling

- design development - 3D modeling - by-law and code research - permit and other authorities applications - construction documents - consultant coordination - contract administration

Dialog Toronto, Canada

Designer (2015 - 2018), Intern Architect (Jan 2019 - Nov 2019) Waterloo Regional Police Service Headquarters Kitchener, Ontario, Canada

Bayview Village Expansion North York, Ontario, Ontario Canada

- functional program layout - schematic design - design development - BIM modeling and coordination - consultant coordination

- master planning - schematic design - BIM modeling

Port Rashid Mixed Use Master Planning Dubai, UAE - master planning - conceptual design Markdale Hospital Grey Highlands, Ontario, Canada - schematic design - design development - interior design - BIM modeling and coordination

Commerce Court Retail Planning and High-rise Toronto, Ontario, Canada - site analysis - master planning - design guidelines Humber College CTI Competition Etobicoke, Ontario, Canada - conceptual design - functional program layout Hybrid Wood High-rise Concept and Prototype - conceptual design - assembly prototype design

architectsAlliance Toronto, Canada 2015 Summer

Museum of Contemporary Art Toronto, Ontario, Canada - conceptual design - BIM modeling Zibi Mixed Used Development Ottawa, Ontario, Canada - conceptual design - 3D modeling

BLVD International Inc Shenzhen, China

Lead Designer (2014 - 2015), Junior Designer (2013 - 2014) Various high-end resorts and office buildings

Flushings Multi-Unit Residence Refurbishment Flushing, New York, USA - construction documentation

Selected Design Work

Los Yoses House San Jose, Costa Rica

Designed for the Global Architecture Retreat hosted by the University of Toronto in Costa Rica. This urban getaway house was designed for a client who has an empty lot in the dense suburban neighborhood of Los Yoses in San Jose, Costa Rica. Integrating vernacular design languages, local culture, and modernism which influenced the city since the 1950s. The unique and challenging aspect of the site is the substantial grade drop between the sidewalk and the lot. The grade change is maintained by a 5 meter tall retaining wall (measured from the lowest point of the lot to the top of the wall). Another challenge is the density of the neighborhood, with houses on adjacent lots less than 1 meter to the client’s lot. The solution was to re-purpose the existing retain walls that are bounding the site and build up. Since the footprint of the site is very small, the entire sunken ground level is dedicated to an entrance garden, parking, and storage. So the entire house is elevated 2-3 meters above the surround sidewalk. A full two story high concrete lot partition wall is built on the West side of the lot (this is common in dense neighborhoods in Costa Rica) for privacy and rain control. Taking advantage of the climate, most part of the house can be opened to become semi outdoor spaces. A dense sheet of chain-link wraps around the entire elevated portion of the building to ensure privacy but still allow airflow and outdoor connections. The chain-link also serve as a sun screening device in addition to the shading providing by the offsetting of the architectural form. To enter the house, one would ascend through a dramatic entrance foyer that is narrow and tall. The space opens up at the main living level, with a protected outdoor hallway that wraps around the perimeter of the level, cradling the living and kitchen area . The master bedroom is on the upper level with smaller window openings for sunlight and rain control. The upper level also features a study with built-in murphy bed which can doubles as a guest bedroom when needed.

Role: architectural design, interior design, visualizer Status: conceptual design

ground level

main level

upper level

The design uses locally available materials that are proven to be suitable for the rainy and hot climate of San Jose. The primary structural material is a type of elongated CMU that are produced in San Jose. They are of sleeker proportions and are versatile in its use. Steel columns, corrugated metal roofing, and reinforced concrete are also used throughout the design.

Opposite: living and kitchen on the main level (top) upper level study/guest room (bottom)

The Bridle Path Estate Toronto, Canada

A massive spread-out estate designed for the various lifestyles of a multi-generation household, situated in the private and serene Bridle Path. The house design pays homage to the Neoclassical style, one of many styles that forms the hidden suburban fabric of the Bridle Path neighbourhood. The main level of the house features all of the luxuries of modern living and dining for large gatherings, as well as the main suite of the matriarch and guest suites. The upper level is designed for the daughter’s family, featuring a family room, a secondary main suite, and children’s bedrooms. The basement houses the lavish entertainment area and the underground garage.

Role: architectural design, 3D modeling, ZC Status: ZC

accuracy of the engineering information contained in these drawings, including property survey, structural, mechanical & electrical. Refer to the appropriate engineering drawings before proceeding with the work. The Contractor shall check all dimensions on the work and report any discrepency to the Architect prior to proceeding.

A-3.1

A-4.2

A-4.3

Construction must conform to all applicable codes and requirements of authorities having jurisdiction. The drawings are not to be scaled. This drawing is not to be used for construction unless noted specifically as: ISSUED FOR CONSTRUCTION

STAFF BED 1 18'0" x 10'0"

STAFF BTH 2

STAFF BTH 1

8'9" x 5'0"

BASEMENT STORAGE / MECH

STAFF BED 2 15'6" x 10'0"

LAUNDRY 2

BASEMENT STORAGE / MECH

28'0" x 19'0"

STAFF BREAK ROOM 24'6" x 13'6"

WATER FEATURE

1 BASEMENT SERVICE LOBBY

A-4.1

22'0" x 6'0" UP

STORAGE

ELEV

8'0" x 5'0"

MASTER CLOSET LOWER LEVEL

31'6" x 16'0"

A-3.4 UP

A-3.2

BASEMENT STAIR HALL

ELEV MECH

GARAGE LOBBY

14'0" x 16'0"

5'0" x 3'0"

9'6" x 22'6"

BASEMENT STORAGE / MECH

PWD 3 11'6" x 6'0"

GARAGE STORAGE

06.09.2022

No.

Date

ISSUED FOR CLIENT REVIEW

16'6" x 9'6"

Description

Issues

STORAGE

CARD ROOM

4'9" x 9'6"

17'6" x 12'0"

KTV ROOM 23'0" x 21'0"

BAR LOUNGE 28'0" x 29'0"

UNDERGROUND PARKING 71'6" x 69'0"

THEATRE REC ROOM

25'0" x 30'6"

17'6" x 25'0"

WINE ROOM 28'0" x 5'6" UP

WINE ROOM MECH

AV ROOM

14'6" x 7'6"

4'9" x 6'0"

The Architect is not responsible for the accuracy of the engineering information Project: contained in these drawings, including

basement

A-3.3

A-4.2

A-4.3

NEW RESIDENCE property survey, structural, mechanical & electrical. 63 Refer to the appropriate THE BRIDLE PATH engineering drawings before proceeding with TORONTO, ONTARIO the work. Sheet Title

The Contractor shall check all dimensions on the work andBASEMENT report any discrepency PLAN to the Architect prior to proceeding.

Drawn By: MF 1

A-3.1

A-4.2

A-4.3

Checked By: Construction must conform to all applicable WS codes and requirements of authorities having Sheet Number:

Datejurisdiction. Drawn: JUN 2022

The drawings are not to be scaled.

Project Number:

A-2.1

22001 This drawing is not to be used for construction unless noted specifically as: Scale: 1/8"ISSUED = 1'-0" FOR @ 24CONSTRUCTION X 42"

MASSAGE

PORTICO

22'0" x 12'0"

11'0" x 7'6"

24" X 42" STEAM

SAUNA

GARAGE

6'6" x 7'0"

22'0" x 30'0"

LIVING ROOM

SPA ENTRY HALL

29'6" x 18'6"

14'6" x 18'6"

ENTRY HALL

DINING ROOM

14'0" x 24'6"

29'6" x 18'6"

SPA BATH 6'6" x 9'6"

POOL EQUIPMENT

W/D

20'6" x 7'6"

STORAGE 6'6" x 5'9"

1 A-4.1

1 MUD ROOM

POOL

A-4.1

16'6" x 6'0"

40'8" x 16'0" DN

1 A-3.4

POOL STORAGE

POOL BATH

7'6" x 7'10"

12'6" x 7'10"

PWD 2

PWD 1

ELEV

8'6" x 5'0"

11'0" x 6'0"

MASTER CLOSET

36'0" x 16'0"

CHINESE KITCHEN

POOL PAVILION 48'0" x 30'0"

A-3.2

25'6" x 13'10"

WIF 7'0" x 6'6"

GROUND FLOOR STAIR HALL GYM

PANTRY

COAT CLOSET 11'6" x 9'6"

14'0" x 16'0"

GUEST WIC 1

10'0" x 9'6"

7'0" x 5'6"

WIF 7'0" x 6'6"

22'0" x 27'0"

GUEST BTH 1 9'0" x 5'6"

GUEST HALL 5'0" x 33'0"

06.09.2022

No.

Date

ISSUED FOR CLIENT REVIEW

Description

M. ANTE ROOM

Issues

7'8" x 10'0"

ACCESSORIES CLOSET 16'6" x 10'6"

GUEST ROOM 1 14'0" x 15'0"

N KITCHEN / BREAKFAST 25'0" x 30'10"

STORAGE 1

BAR

7'6" x 9'0"

8'0" x 9'0"

MIDNIGHT BAR

MAKE UP

MASTER HALL 7'8" x 20'0"

GUEST ROOM 2 14'0" x 14'0"

MASTER BATH

MIDNIGHT BAR

16'6" x 20'0"

GREAT ROOM GUEST BTH 2

FAMILY ROOM

28'0" x 29'0"

OFFICE

5'6" x 9'6"

22'6" x 37'6"

22'6" x 21'0"

BBQ PATIO 25'6" x 22'6"

MASTER BEDROOM 25'6" x 20'0"

The Architect is not responsible for the accuracy of the engineering information Project: contained in these drawings, including

ground floor

A-3.3

A-4.2

A-4.3

NEW RESIDENCE property survey, structural, mechanical & electrical. 63 Refer to the appropriate THE BRIDLE PATH engineering drawings before proceeding with TORONTO, ONTARIO the work. Sheet Title

The Contractor shall check all dimensions on the work GROUND and report any discrepency to the FLOOR PLAN Architect prior to proceeding.

Drawn By: MF 1

A-3.1

A-4.2

A-4.3

Checked By: Construction must conform to all applicable WS codes and requirements of authorities having Sheet Number:

Datejurisdiction. Drawn: JUN 2022

The drawings are not to be scaled.

Project Number:

A-2.2

22001 This drawing is not to be used for construction unless noted specifically as: Scale: 1/8"ISSUED = 1'-0" FOR @ 24CONSTRUCTION X 42"

24" X 42" UPPER FAMILY ROOM 33'6" x 22'0"

HOMEWORK TABLE

BEDROOM 1

BEDROOM 2

20'6" x 18'6"

MIDNIGHT BAR

A-4.1

A-4.1 ENSUITE 2

ENSUITE 1

17'0" x 11'0"

17'0" x 11'0" D

ELEV

1 W

A-3.4 WIC 2

ENSUITE 3

10'3" x 14'6"

17'0" x 8'0"

MECH

UPPER FLOOR STAIR HALL

7'6" x 16'0"

16'0" x 16'0"

LAUNDRY 15'6" x 16'0"

A-3.2 WIC 1

10'3" x 14'6"

UPPER MASTER WIC

06.09.2022

No.

Date

ISSUED FOR CLIENT REVIEW

17'0" x 17'6"

Description

WIC 3

Issues

17'0" x 9'0"

UPPER MASTER HALL 22'6" x 8'0"

N OFFICE BATH

OFFICE WIC

UPPER MASTER BEDROOM

7'0" x 8'0"

25'6" x 22'0"

BEDROOM 3 25'6" x 22'0"

OPEN TO BELOW

UPPER MASTER BATH 22'6" x 23'0"

UPPER OFFICE 22'6" x 16'6"

BEDROOM 3 TERRACE

UPPER MASTER TERRACE

17'6" x 19'0"

Project:

NEW RESIDENCE 63 THE BRIDLE PATH TORONTO, ONTARIO

second floor

A-3.3

A-4.2

A-4.3

Sheet Title

SECOND FLOOR PLAN Drawn By: MF

Date Drawn:

Checked By: WS

Sheet Number:

JUN 2022

Project Number:

22001 Scale:

1/8" = 1'-0" @ 24 X 42"

A-2.3

Park Lane Circle Estate Toronto, Canada

One of two massive estates designed to be side by side. An aesthetically simple Art Deco inspired modern home designed to be nestled into the sloping terrain of the Bridle Path neighbourhood. The design attempts to minimize its scale facing the street, while capitalizes on the sloping grade in the back to maximize the “above ground” spaces. On the ground level, 2 one-level wings extend forward, one of them being the above ground carport, the other being the event space. The 2 wings meet the main 2-storey mass of the building to create a formal, grand entry courtyard. Towards the back of the building as the grade descends, the below grade program becomes exposed, culminating to a grand pool room that looks out on to the rear grounds.

Role: architectural design, 3D modeling Status: ZC

LAUNDRY WRAPPING MECH CRAFTS

STORAGE UP

POOL STORAGE

DRY-O-TRON

TURNAROUND

MECH GYM

WINE

POWDER

POOL

BAR

UP 24R

THEATRE

RECREATION BATHROOM

MASSAGE

GOLF SIMULATOR

STORAGE MECH

SAUNA

STEAM

RAMP UP

lower level

HERB GARDEN

PANTRY

MUDROOM

18'0" x 12'0"

19'0" x 12'0"

GARAGE 50'0" x 24'0"

DINING PORCH NORTH LANDING

18'0" x 18'0"

SIDE ENTRY KITCHEN

WALK-IN FRIDGE

FREEZER

DINING 19'0" x 30'0"

POWDER

ENTRY COURTYARD

GREAT ROOM 24'0" x 57'0"

LOGGIA 12'0" x 64'0"

FOUNTAIN STAIR HALL

UPPER LAWN

COVERED ENTRY PORTICO

ENTRY HALL

18'0" x 25'0"

19'0" x 16'0"

BAR 19'0" x 30'0"

DEN 24'0" x 25'8"

CATERING KITCHEN 18'0" x 15'0"

OUTDOOR LOUNGE OFFICE

18'0" x 18'0"

SOUTH LANDING

24'0" x 18'0"

STAFF CL

EVENTS ENTRY EVENTS 50'0" x 24'0"

HIS

STAFF W.C.

HERS

CLOAKROOM

RAMP

ground floor

STAFF ENSUITE 2 STAFF ENSUITE 1

12'0" x 6'0"

12'0" x 7'0"

ENSUITE 2 BEDROOM 3

15'4" x 12'0"

STAFF BDRM 2

16'0" x 15'4"

12'0" x 13'8"

STAFF LIVING 12'0" x 24'0"

STAFF KITCHEN 12'0" x 17'4"

VIP BEDROOM 25'0" x 18'0"

STAFF BDRM 1 12'0" x 13'8"

WIC 2 14'4" x 11'4"

ENSUITE 3 11'4" x 6'0"

MECH

VIP ENSUITE 18'0" x 12'8"

BEDROOM 2 LAUNDRY

14'4" x 17'4"

8'8" x 11'8"

MIDNIGHT BAR 5'4" x 12'0" W

UP 20R

STUDY 2 14'4" x 9'8"

UPPER STAIR HALL

BEDROOM HALL

18'0" x 25'0"

MAIN BEDROOM 18'0" x 38'0"

STUDY 4 14'4" x 9'8"

BEDROOM 4 14'4" x 17'4"

HIS CLOSET

HER CLOSET

18'0" x 12'8"

MAIN W.C. MAIN ENSUITE

ENSUITE 5 11'4" x 6'0"

6'0" x 8'8"

WIC 4

25'0" x 18'0"

14'4" x 11'4"

MAIN SHOWER 6'0" x 14'8"

BEDROOM 5 16'0" x 15'4"

ENSUITE 4 15'4" x 12'0"

second floor

Terraces on the Hill Sonoma County, California, USA

The client requested the design of a modern and minimalist house in the densely vegetated hillside of Sonoma, California. The design proposal combines the modern practicality with the charm of mid-century modernism. The site is naturally oriented towards the breath taking valley views to the North and North West. Hideaway sliding doors and expansive glazing are used to capitalize on the vista and surrounding nature. All main functions of the house must have view access to the valley. Flexible kitchen, dining, and living space allows for a various types of gatherings and patio living. An integrated infinity pool is located on the lower terrace just outside of the game room, offering privacy from the more public upper terrace which is designed for larger gatherings.

Role: architectural design, interior design, 3D modeling, visualizer Status: conceptual and schematic design

Toronto City Museum Toronto, Canada

Designed for Comprehensive Studio at the University of Toronto Master of Architecture program. This architecture project was a proposed solution that was the result of a long series of urban studies that identified some potential urban issues caused by the city’s Rail Deck Park proposal. One of the main issues identified was the height change of more than 2 storeys between the street and the park which will disconnect the two streets flanking the rail corridor. This project attempts to reinvigorate the neighbourhood while also acts to reconnect some important urban points of interest that was previously buried in the Cityplace condo developments. The site occupies a large lot marked as a future development zone on the North side of the proposed Rail Deck Park. The roof gardens of the new proposed museum matches the height of the park level of the Rail Deck Park and provides a seamless descent from the park level to the street level. Unlike conventional language of institutional architecture, this design deliberately hides the main entrance of the museum and encourages visitors to explore and journey around the outdoor sculptural gardens under the museum and on the roof of the museum via large ceremonial stairs. When visitors eventually enter the museum, they are rewarded with the grand view of the museum’s massive robotic archival hub, made out of steel and glass at the centre of the complex. The archival structure is also the main structural anchor of the surrounding wooden diagrids that make up all of the gallery spaces.

In collaboration with Brandon Bergem Role: architectural design, interior design, 3D modeling, visualizer Status: conceptual design

Public Interface The site interfaces with the public realm on multiple fronts and elevations, demanding an urbanistically minded architectural disposition for programming that is typically hermetic and introverted.

Lateral Cut Programming is displaced above and below grade to create a large protected plaza and extra continuity of Rail Deck Park as a rooftop green-space.

Plaza Rooms A distributed set of glazed rooms provide sites of structural support to the elevated building, as well as create areas of museum access, public programming and views into large object galleries, restoration spaces, etc.

Archival Object The back-of-house archival space is repositioned as an civic object central to the site, and spatially condensed using automated retrieval storage systems shifting from an expansive warehouse, to an efficient stack system, which connects the programming above and below grade.

Historic Engagement Massing is shifted such that the museum engages the heritage designated buildings as a horizontally slender gallery volume, exposing the interior structure to provide a chronological counterpoint to the contemporary spaces. At Front Street, the pulled back program contains the auditorium, now given a vantage point to the venue as a thematic backdrop.

The Pinch The two territories of public space, above and below, are architecturally pinched together creating outdoor access to and from Rail Deck Park and across the site, folding with it, its parks pace character, and distorting the elevated museum roof lines. Between the heritage building a terraced garden provides access to a new rooftop restaurant. The pinch also reveals the historic viscera of the archive to the sidewalk vantage point.

SECTION - A

SECTION - B

SECTION - C

Peggy Island Cottage and Boathouse Seguin, Canada

A 4-bedroom cottage situated on a private island. The cottage is divided into 2 wings, the 2-storey bedroom wing, and a 1-storey plus basement living/kitchen wing. The subdued aesthetic of the design is a courteous addition to the lake front cottage country fabric, in it’s material choice and spread-out and low profile. The transparent nature of the fully glazed living room allows for 360-degree view of the surrounding Lake Joseph scenery.

Role: architectural design, 3D modeling, SD, DD, CD, CA Status: under construction

engineering drawings before proceeding with the work. The Contractor shall check all dimensions on the work and report any discrepency to the Architect prior to proceeding. Construction must conform to all applicable codes and requirements of authorities having jurisdiction. The drawings are not to be scaled.

This drawing is not to be used for construction unless noted specifically as: ISSUED FOR CONSTRUCTION

122'-2" 30'-0"

13'-7"

13'-5"

20'-4"

15'-0"

3'-9"

5'-3"

17'-1"

3'-9"

2 A-4.1

A-4.2

A-4.1

1 A-3.2

14'-5 1/4" 5'-3"

WB-01

C MEHCANICAL ROOM

CRAWLSPACE

13'-7"

B06

A-3.1

WB-02

A-3.2

5'-3"

7'-11"

A-5.4

10'-4 3/4" 2'-1"

2'-1"

9'-7 3/4" 2'-2"

5'-9"

9'-2"

B01

B05

20'-4"

STORAGE SA

DRY STORAGE

300 mm dia min.

A-4.1

4'-8"

5'-9"

6'-9" 1

A-4.1

PWD 2 B04 TOY STORAGE

2'-0"

7'-3"

WB-03

7'-3"

B03

2'-0"

3'-8 1/4"

BASEMENT HALL

55'-11"

B02

D 4'-6"

4'-6"

WB-04

MAY 31 2022

No.

Date

ISSUED FOR COORDINATION

Description

23'-2"

27'-8"

Issues

STORAGE 2 B07

3 A-4.1

A-4.1

A-4.2

A-3.1

A-4.2

A-4.1

basement

Project:

NEW COTTAGE The Architect isPEGGY not responsible for the ISLAND accuracy of the engineering information SEGUIN, ONTARIO contained in these drawings, including property survey, structural, mechanical & electrical. Refer to the appropriate engineering drawings before proceeding with BASEMENT PLAN the work.

Sheet Title 30'-0"

13'-7"

13'-5"

20'-4"

15'-0"

3'-9"

5'-3"

17'-1"

3'-9"

Drawn By: MF

Checked By: The Contractor shall check all dimensions on WS the work and report any discrepency to the

Sheet Number: DateArchitect Drawn: prior to proceeding. MAY 2022

Construction must conform to all applicable

Project Number: codes and requirements of authorities having

A-2.1

21021 jurisdiction. Scale:

The drawings are not to be scaled. 1/4" = 1' @ 30" X 48"

This drawing is not to be used for construction unless noted specifically as: ISSUED FOR CONSTRUCTION

122'-2" 30'-0"

13'-7"

13'-5"

20'-4"

15'-0"

3'-9"

5'-3"

17'-1"

43'-7"

3'-9"

29'-10" 22'-4"

2 A-4.1

A-4.2

1 A-3.2

A-4.2

A-4.1

A-5.4

7'-10 3/4" LANDSCAPE STAIRS

WG-05

WG-06

A-5.4

6'-7 3/8"

6'-0 5/8" WG-11

WG-07

A COFFEE STATION

G10 36" FREEZER OR FULL HEIGHT STORAGE

G09

G13

3'-0"

36" FRIDGE

11 A-5.4

BEV FRIDGE

WINE FRIDGE

BAR

W/D 4'-5 1/4"

3'-11"

2'-6"

4'-0"

11'-9"

MUD ROOM

HALL 2

G11

A-5.4

7'-3"

5'-9"

WG-19

5'-0"

WG-02

13'-0 1/4"

55'-11"

GREAT ROOM

A-4.1

30" FRIDGE

WG-03

1'-9"

8'-6"

5'-9"

PANTRY

20'-4"

4'-4 5/8"

7'-10"

8'-6 1/4"

5'-2"

G01

WG-18

GARB

FOYER UP

300 mm dia min.

G03

C 2'-1"

5'-10" HALL 1

B 2 A-3.1

WG-13

300 mm dia min.

4'-6"

WG-14

A-5.4

G04

WG-17

G08

14'-2"

2'-1"

4'-0"

M. DRESSING

1 A-4.1

WG-16

A-5.4

GARB

C D

WG-15

8'-4"

2'-0" A-3.2

PWD

5'-3"

WG-09

5'-10"

5'-3"

3'-0 1/2"

5'-3"

WG-12

WG-08

G06

7'-11"

A-5.4

KITCHEN G07

M. ENSUITE

G05

5'-9"

SMALL APPLIANCE

4'-2"

TV LOUNGE

M. BEDROOM

B 21'-0"

24" FREEZER (OPTION)

WG-10

WG-04

7'-11"

7'-6"

3'-11"

MICRO DRAWER

G02

F VAULTED CEILING

WG-01

WG-23

WG-22

WG-21

WG-20

4'-6"

EDG-02

EDG-03

2'-0 1/8"

4'-6"

EDG-01

WG-24

11 A-5.4

LANDSCAPE STAIRS

MAY 31 2022

No.

Date

ISSUED FOR COORDINATION

Description

27'-8"

Issues

MUSKOKA ROOM

23'-2"

G12

VAULTED CEILING

A-4.1

11 A-5.4

A-4.1

A-4.2

A-3.1

A-4.2

A-4.1

ground floor

Project:

Sheet Title

44'-10" 30'-0"

13'-7"

13'-5"

20'-4"

15'-0"

3'-9"

5'-3"

17'-1"

3'-9"

Drawn By: MF

Checked By: The Contractor shall check all dimensions on WS the work and report any discrepency to the

Sheet Number: DateArchitect Drawn: prior to proceeding. MAY 2022

Construction must conform to all applicable

Project Number: codes and requirements of authorities having

A-2.2

21021 jurisdiction. Scale:

The drawings are not to be scaled. 1/4" = 1' @ 30" X 48"

This drawing is not to be used for construction unless noted specifically as: ISSUED FOR CONSTRUCTION

122'-2" 30'-0"

13'-7"

13'-5"

20'-4"

15'-0"

3'-9"

5'-3"

17'-1"

3'-9"

43'-7"

2 11

A-4.1

A-5.4

6'-8 3/4"

7'-7"

10'-5"

6'-10 3/4"

9'-8 3/4"

6'-2" WS-03

10'-6" WS-04

6'-9 3/4"

WS-05

A-4.2

1 A-3.2

A-4.2

A-4.1

5'-10"

6'-0"

10'-6"

WS-06

WS-07

7'-11"

3'-9"

BEDROOM 2 3'-9 1/2"

S04 SA

5'-3"

2 A-3.1 1'-3"

2'-0"

4'-7"

MECH

S01

S08

1 DN

20'-4"

3'-10 3/4"

D UPPER HALL

4'-2"

2'-1"

A-4.1

2'-1"

A-4.1

2'-6"

7'-9 1/2"

2'-1"

S02

2'-9"

2'-0"

6'-7 1/2"

2'-2" BUNKROOM

LINEN

5'-3"

21'-0"

S07

S06

BATH 2

2 A-3.2

5'-9"

BEDROOM 1

BATH 1

S05

13'-2 1/2"

S03

5'-9"

6'-5"

7'-11"

BATH 3

3'-9"

A EQ

E WS-02

7'-3"

7'-3" 4'-6"

55'-11"

WS-01

13'-0 1/4"

4'-6"

8'-6"

MAY 31 2022

No.

Date

ISSUED FOR COORDINATION

Description

23'-2"

27'-8"

Issues

3 A-4.1

A-4.1

A-4.2

A-3.1

A-4.2

A-4.1

second floor

Project:

NEW COTTAGE PEGGY ISLAND SEGUIN, ONTARIO Sheet Title 30'-0"

13'-7"

13'-5"

20'-4"

15'-0"

3'-9"

5'-3"

17'-1"

SECOND FLOOR PLAN

3'-9"

Drawn By: MF

Date Drawn:

Checked By: WS

Sheet Number:

MAY 2022

Project Number:

21021 Scale:

1/4" = 1' @ 30" X 48"

A-2.3

E1 10'-2"

3/4"

9'-2"

5'-1"

3/4"

10 3/4"

BLACK CAP W/ BIRDSCREEN 3 A-5.10 3'-10" 1'-2"

CHIMNEY LINER TO EXTEND 4" ABOVE CHIMNEY CAP

BLACK METAL CHIMNEY CAP WITH BIRDSCREEN

SLOPE

300 mm dia min.

23'-7"

T/O FAMILY ROOM CHIMNEY

SLOPE

300 mm dia min.

3/4"

SEALANT BLACK METAL CAP WITH INTEGRATED DRIP EDGE

3/4" DRIP EDGE

CEMENT WASH TO SLOPE

2'-0"

SLOPE

3'-10"

3/4"

1 1/2"

SLOPE

2'-8"

BLACK METAL CHIMNEY CAP SLOPED TO OUTSIDE

STONE FINISH

JOINTS OF CHIMNEY LINERS TO BE SEALED AND STRUCK FLUSH 1"

4 1/2"

3/4"

4 1/2"

GREAT ROOM FIREPLACE PLAN 3

3 A-5.10

A-5.10

MIN 6"

1" = 1'-0"

E1 10'-2"

9'-2"

2'-8"

5'-1"

11 3/4" [300]

3'-10"

300 mm dia min.

VAPOUR BARRIER SEALED TO METAL PAN AT FIREPLACE MASONRY (TYP.) ROCKWOOL INSULATION

10 10'-0"

1'-2"

FIN. CEILING

2 A-5.10

A-5.10

SMOKE CHAMBER WALLS MIN. 7 1/2" SIDES, FRONT AND BACK EXCEPT IF EXPOSED TO THE OUTSIDE MAY BE 5 1/2", 1" MIN. CLEARANCE TO COMBUSTIBLES

11 3/4" [300]

RECESS FOR TV MOUNT

GREAT ROOM FIREPLACE PLAN 2

2 A-5.10

2'-8"SMOKE CHAMBER

1" = 1'-0" 4 1/2" 3'-10"

CORBELLED SMOKE CHAMBER WITH PARGING RECOMMENDED MAX. 45° SLOPE TO VERTICAL

METAL DAMPER TO COVER THE FULL EXTENT OF THE THROAT OPENING

6" THROAT

BACK TO BACK 6x4x3/8 ANGLES

E1 10'-2"

9'-2"

6" 1” SOLID FILL GROUT BEHIND STONE

1 A-5.10

2'-8"

300 mm dia min.

FIN. GROUND FLOOR

3'-10"

0'-0"

1'-10 1/2"

1'-2"

1'-10"

300 mm dia min.

1'-2"

5 1/2"

1'-3 1/2"

4'-0"

1'-3 1/2"

3 1/2" 1'-4"

3 1/2"

1'-4"

6 1/2"

5 1/2"

4 A-5.10 CMU MASONRY BACKUP 4" FIREBRICK

1 A-5.10

GREAT ROOM FIREPLACE PLAN 1 1" = 1'-0"

WOOD STORAGE FINISH IN STONE SLAB TO MATCH HEARTH SLAB 4

A-5.10

TOP OF HEARTH IN STONE SLAB 3/4" MUSKOKA GRANITE TO MATCH CHIMNEY

GREAT ROOM FIREPLACE AND CHIMNEY SECTION 1" = 1'-0"

2'-10"MASONRY OPENING

5'-1"

BLACK FIREBRICK TO BE SET IN FIRE CLAY OR HIGH TEMPERATURE MORTAR 2" THICK MIN. FIREBOX WALLS AND FLOOR TO BE LAID IN STACKBOND PATTERN USE 1 1/4" SPLITS WITH 1/8" JOINTS-TYPICAL

FIREBOX WALLS MIN. 7 1/2" INCLUDING THE THICKNESS OF THE MASONRY LINER STAGGER JOINTS BETWEEN WYTHES

R1.1 A-0.1

RIGID BAFFLE BETWEEN STRUCTURE TO MAINTAIN 2" AIR SPACE @ U/S OF ROOF SHEATHING

3'-0"

6 1/4"

3'-0"

6 1/4"

R1.2

A-0.1

11'-4 1/2"

T/O STEEL EAST WING 11

" 1'-6"

AIR CAVITY VENTS INTO OPEN SOFFIT

SLOPED WOOD SOFFIT

SLOPED WOOD SOFFIT METAL DRIP EDGE

AIR CAVITY VENTS INTO OPEN SOFFIT

2X6 COR-A-VENT CONTINUOUS STRIP VENT

GROUND FIN. CEILING EAST WING

2mm METAL WRAPPED FASCIA, MATCH ROOF FINISH

10'-0" "

COR-A-VENT CONTINUOUS STRIP VENT

SECOND FIN. CEILING 11

1 A-5.1

2X6

2mm METAL WRAPPED FASCIA, MATCH ROOF FINISH

METAL DRIP EDGE

20'-0"

1'-6"

TOP OF FRAMING

11'-6"

GROUND FLOOR U/S OF TRUSS

11'-6"

SECOND FLOOR U/S OF TRUSS

21'-6"

1'-2 1/2"

10'-0"

3 1/2" 1"

PREFINISHED METAL FLASHING TO MATCH WINDOW FRAME

3/8"

TYP. ROOF DETAIL @ FRAMED WALL

4 A-5.1

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

TYP. ROOF DETAIL @ WINDOW W/ STEEL STRUC Scale: 1 1/2" = 1'-0"

DIFFUSER SPECS AND LOCATIONS PER INTERIORS TYP.

6 1/4"

4" 1/4"

5 1/2"

6 1/4"

3 3/4"

7 A-5.1

8 A-5.1

9 A-5.1

F1.2 A-0.1

GROUND FIN. FLOOR

3/4"

W1.1 A-0.1

1'-2"

A-0.1

3/4"

5 1/2"

2'-0"

F1.1

SECOND FIN. FLOOR

2'-6"

1 3/4"

11'-0"

3/4"

0'-0"

1/2"

TOP OF ICF

-2'-6"

BASEMENT FIN. CEILING

9'-0"

3/4"

1'-2 1/2"

2'-0"

1'-2"

-1'-5"

GROUND FIN. CEILING

2 A-5.1

TYP. FLOOR DETAIL @ SECOND FLOOR

5 A-5.1

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

TYP. FLOOR DETAIL @ GROUND FLOOR WINDOW

4 3/4"

7 3/4"

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

GL 6 1/4"

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

7 3/4"

1/2"

W1.1 A-0.1 DIFFUSER SPECS AND LOCATIONS PER INTERIORS TYP.

2 3/4" 2 3/4"

2'-0"

3 1/2"

F1.3 A-0.1

FINISHED GRADE

GROUND FIN. FLOOR

W1.3 A-0.1

3/4"

5 1/2"

0'-0"

3/4"

F0.3

2'-2 1/8" MIN

-1'-5"

4 1/2"

1'-3 1/2"

1'-2"

1'-5"

10" 6 1/8"

-11'-6"

A-0.1 3 7/8"

BASEMENT FIN. FLOOR

TOP OF ICF

FINISHED GRADE

2 1/8"

3 7/8"

BEDROCK

3 A-5.1

DETAIL @ GROUND FLOOR AND CRAWL SPACE FOOTING Scale: 1 1/2" = 1'-0"

6 A-5.1

DETAIL @ BASEMENT FOOTING Scale: 1 1/2" = 1'-0"

R1.1

A-0.1

3'-0"

6 1/4"

3'-0"

6 1/4"

12 R1.2

GROUND FLOOR U/S OF TRUSS

FRONT PORCH T/O STEEL

6 1/4"

11'-1 1/4"

10'-11 3/4"

A-0.1

6 1/4"

R1.2 A-0.1

GROUND FLOOR U/S OF TRUSS

11'-1 1/4"

TOP OF FRAMING

9 1/2"

11 3/4"

7" 3/4"

ROOF DETAIL @ ENTRANCE PORCH

4 A-5.2

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

SLOPED WOOD SOFFIT

GROUND FIN CEILING EAST WING

10'-0"

COR-A-VENT CONTINUOUS STRIP VENT

+/-

2X6

2mm METAL WRAPPED FASCIA, MATCH ROOF FINISH

7 1/

METAL DRIP EDGE

+/-

2" 1" 1 1/

1/2"

7 1/

SLOPED WOOD SOFFIT

GROUND FIN CEILING EAST WING

1 A-5.2

METAL DRIP EDGE

2mm METAL WRAPPED FASCIA, MATCH ROOF FINISH

10'-0"

5 1/

EDGE OF ROOF SHEATHING TO MATCH ADJACENT ROOFS WITH 8:12 SLOPE

1" 1 1/

2X6

4 1/4"

COR-A-VENT CONTINUOUS STRIP VENT

ROOF DETAIL @ FOYER Scale: 1 1/2" = 1'-0"

7 A-5.2

MUSK

8 A-5.2

GREAT

9 A-5.2

BASEM

Scale: 1

R1.2 A-0.1

3'-0"

6 1/4"

12 11'-6"

11'-4 1/2"

GROUND FLOOR U/S OF TRUSS

T/O STEEL EAST WING

1'-2 1/2"

8 R1.2

AIR CAVITY VENTS INTO OPEN SOFFIT

A-0.1 51

GROUND FLOOR U/S OF TRUSS

11'-6"

/2 "

11'-4 1/2"

T/O STEEL EAST WING 11

PREFINISHED METAL FLASHING TO MATCH WINDOW FRAME

1/4"

/2 "

10'-0"

1'-6"

EDGE OF ROOF SHEATHING TO MATCH ADJACENT ROOFS WITH 4:12 SLOPE

GROUND FIN. CEILING EAST WING

3 1/2" 1" 1/2"

SLOPED WOOD SOFFIT

3/4"

6 1/2"

COR-A-VENT CONTINUOUS STRIP VENT

GROUND FIN. CEILING EAST WING

2mm METAL WRAPPED FASCIA, MATCH ROOF FINISH

10'-0"

2X6

METAL DRIP EDGE

1 1/2" 6 1/4"

2 A-5.2

6 1/4"

MUSKOKA ROOM ROOF DETAIL

5 A-5.2

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

MUSKOKA ROOM SLIDER HEAD DETAIL Scale: 1 1/2" = 1'-0"

6 1/2"

6 1/4" 1 1/2"

F1.2 1"

A-0.1

F1.4

0'-6"

MUSKOKA ROOM PATIO

-1'-5"

TOP OF ICF

GROUND FIN. FLOOR

MUSKOKA ROOM PATIO

A-0.1

0'-6"

0'-0"

A-0.1

3 1/2"

1/2"

GROUND FIN. FLOOR

0'-0"

F1.4

1/2"

6 1/4"

Scale: 1

TOP OF ICF @ MUSKOKA ROOM

SLAB LEDGE @ MUSKOKA ROOM

-2'-6"

-1'-11"

BASEMENT FIN. CEILING

-2'-6"

BASEMENT FIN. CEILING

W1.3 A-0.1

10"

3 A-5.2

MUSKOKA ROOM RAILING DETAIL Scale: 1 1/2" = 1'-0"

5 1/2"

4 3/4"

10" 10 1/2"

6 A-5.2

MUSKOKA ROOM SLIDER SILL DETAIL Scale: 1 1/2" = 1'-0"

4 3/4"

10 1/2"

Scale: 1

1230-2 Carlingford Road Cottage and Boathouse Port Carling, Canada

A massive sprawling cottage complex, consisting of a main cottage, gym, bunkie, garage, and a boathouse, is situated on the quiet shores of Lake Joseph.

Role: architectural design, 3D modeling, visualizer, SD, DD, CD, CA Status: under construction

BOATHOUSE 1230 CARLINGFORD

UNEXCAVATED

HALLWAY 43'8" x 4'4"

CRAWLSPACE QUEEN BED (TOP AND BOTTOM BUNK)

MAX 4'

MECH CRAWLSPACE

MAX 5'11" BUNK ROOM

BEDROOM

BATH

BEDROOM

PWD ROOM

13'2" x 15'9"

9'10" x 5'7"

13'2" x 15'9"

5'6" x 9'0"

MAX 4'

16'2" x 20'9"

QUEEN BED (TOP AND BOTTOM BUNK)

BUNK BATH

KING BED

9'10" x 13'9"

BATH 9'10" x 5'7" QUEEN BED (TOP AND BOTTOM BUNK)

MECH PLAY ROOM MAX 5'11" 19'1" x 17'9"

UNEXCAVATED

basement

ENTRY PORCH 17'0" x 7'4"

MUD ROOM

PWD-ROOM ENTRY

7'5" x 6'2"

15'4" x 7'0" DN

COTTAGE - LOWER PHASE 2 HALLWAY

1230 CARLINGFORD

117'10" x 5'0"

HALLWAY

OVEN

SITTING ROOM

50'10" x 4'6"

PREP KITCHEN

14'9" x 14'0"

DINING/FAMILY ROOM OVEN

46'10" x 20'4"

15'3" x 14'0" QUEEN BED (TOP AND BOTTOM BUNK)

W.I.C. 7'3" x 12'6"

W.I.C. 7'3" x 7'6"

BUNK ROOM 16'2" x 20'8"

MASTER BATH KING BED

OVEN

VIP BEDROOM BUNK BATH

OVEN

13'1" x 15'8"

QUEEN BED (TOP AND BOTTOM BUNK)

GREAT ROOM VIP BATH

12'0" x 15'8"

9'10" x 13'8"

36'2" x 20'2"

8'11" x 15'8"

QUEEN BED (TOP AND BOTTOM BUNK)

KING BED

MASTER BEDROOM OPEN PORCH

20'8" x 20'2"

20'4" x 29'4"

ground floor

60'-9"

COTTAGE - GROUND FLOOR PLAN 19'-11"

28'-0"

18'-3"

1230 CARLINGFORD

1'-11 3/4"

MILLWORK CLOSETS

10'-0 1/2"

1'-11 3/4"

15'-6"

4'-0"

16'-9"

STACKED W/D

STORAGE/ SHELVING

10'-0 1/2"

8'-1 1/2"

6'-0"

W0.1

8'-9"

MECH

4'-4 3/4"

FD W0.1

WINE

D/W

ICE

F/F

WINE

FISH CLEANING 22'-1"

3'-3"

10'-0"

3'-0"

10'-0"

3'-0"

10'-0"

W/D STACKED

5'-1 3/4"

3'-7"

BATHROOM

3'-4" SA

ICE

19'-3"

BOAT SLIP #1

BOAT SLIP #2

BOAT SLIP #3

19'-4"

LOUNGE

KITCHENETTE

BEDROOM

F/F

D/W

BATHROOM

11'-4 1/4"

LOUNGE

7'-1 1/4" 2'-1 3/4"

15'-3"

12'-5"

6'-6"

10 A-5.1

33'-3 1/4"

41'-8 3/4"

BOATHOUSE - DOCK LEVEL PHASE 2

dock level

1230 CARLINGFORD

upper level

BOATHOUSE - UPPER LEVEL PHASE 2 1230 CARLINGFORD

GL R1.1

R1.1

A-0.2

RIGID BAFFLE BETWEEN STRUCTURE TO MAINTAIN 2" AIR SPACE @ U/S OF ROOF SHEATHING

4'-0"

4 3/4"

R1.2

A-0.2

11'-5 1/2"

A-0.2 10 5/8"

10 5/8"

2X6

TOP PLATE

11'-5 1/2"

TOP PLATE

11'-5 1/2"

TOP PLATE

11'-4"

TOP OF STE

10'-0"

FIN CEILING MAIN LEVEL

3/4" 11'-4"

1/2"

TOP OF STEEL

1/2"

1'-0"

VENT

SLOPED WOOD SOFFIT

COR-A-VENT CONTINUOUS STRIP VENT

1 1/

METAL ANGLE AT END OF WOOD SOFFIT TO CONCEAL END GRAIN FINISH TO MATCH FACIA

CAUKING AND SEALANT AROUND WINDOW FRAME TYP.

1 A-5.1

TYP. ROOF DETAIL @ BEDROOM WINDOW

5 A-5.1

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

4 3/4"

1/2"

FIN MAIN FLOOR

A-0.2

FLASHING TO BE IN LINE WITH FLASING AT WINDOW SILL SEAL TO STONE SILL

1” RIGID INSULATION BEHIND PANEL

TYP. RO

Scale: 1 1

F1.1

COR-A-VENT STRIP UNDERSIDE OF SIDING TO ALIGN WITH BOTTOM OF WINDOW FRAMES FIN MAIN FLOOR

0'-0" 2 1/2"

0'-0"

8 A-5.1

LAP WATERPROOFING OVER FLASHING

A-0.2

4 3/4"

AIR CAVITY VENTS INTO OPEN SOFFIT

TYP. ROOF DETAIL @ BEDROOM FRAMED WALL Scale: 1 1/2" = 1'-0"

F1.1 LAP WATERPROOF ONTO SILL UNDER WINDOW

1 1/4"

2 1/2"

1 1/4"

1 1/

1 1/4" 7 1/2"

FIN CEILING MAIN LEVEL

1/2"

1/4"

10'-0"

3/4"

AIR CAVITY VENTS INTO ROOF

FIN CEILING MAIN LEVEL

1 1/4"

2mm METAL WRAPPED FASCIA, MATCH ROOF FINISH

1 1/4"

11 7/8"

1 1/4"

2'-0"

VENT HOLES 2'-0" O. C.

2'-0"

RIM JOIST AND LVL PER STRUCTURAL

11 7/8"

CONTINUOUS STONE SILL PREFINISHED METAL TRIM. FINISH TO MATCH WINDOWS

RIM JOIST AND LVL PER STRUCTURAL

1'-3"

1” CAVITY BEHIND STONE LAP WATERPROOFING OVER FLASHING

12 8 1/8"

-2'-0"

A-5.1

-2'-0"

FIN LOWER LEVEL CEILING

3/4"

FIN LOWER LEVEL CEILING

TYP. DETAIL @ GROUND FLOOR BEDROOM WINDOW SILL

6 A-5.1

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

WEEP HOLES 2'-0" O. C. F0.2

4 1/2"

-11'-0"

5 1/2"

F0.2

FIN BASEMENT FLOOR

-11'-2 1/2"

T/O ICF UPSTAND

A-0.2 2 1/2"

2 1/2"

FIN BASEMENT FLOOR

FLASHING IN LINE W/ STONE SILL @ WINDOWS

A-0.2

4 3/4"

-11'-2 1/2"

9 A-5.1

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

8 3/4"

LAP WATERPROOF ONTO SILL UNDER WINDOW

-11'-0"

TYP. DETAIL @ GROUND FLOOR BEDROOM WALL

2 A-5.1

SOLID FILL GROUT BELOW FLASHING 1'-4 3/8"

CONTINUOUS STONE SILL 1'-4 3/8" 1/2” SOLID FILL GROUT BEHIND STONE 1"

SLOPE GRADE @ 2% -12'-4 3/8"

SLOPE GRADE @ 2%

T/O ICF WALL

-12'-4 3/8"

6MM POLY VB

T/O ICF WALL

BOND BREAKER BETWEEN SLAB AND FOUNDATION WALL

REFER TO FOUNDATION PLAN FOR LEDGE HEIGHTS

11 1/4" W0.2

10"

WATERPROOFING MEMBRANE TO LAP OVER LEDGE AND CONTINUE UP FACE OF ICF WALL TYP.

7 3/4"

A-0.2

7 1/2"

WATERPROOFING MEMBRANE TO LAP OVER LEDGE AND CONTINUE UP FACE OF ICF WALL TYP.

W0.2 A-0.2

DRAINAGE LAYER

3 A-5.1

TYP. DETAIL @ BASEMENT BEDROOM WINDOW SILL

7 3/4"

7 A-5.1

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

7 1/2"

TYP. DETAIL @ BASEMENT BEDROOM WALL 10"

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

1'-3 1/4" 10" 7 3/4"

7 1/2"

CONCRETE CURVE TO BOTTOM OF FOUNDATION WALL 3/4"

4 A-5.1

WATERPROOFING TO LAP OVER FLASHING

TYP. CAUKING AND SEALANT UNDER FLASHING 1/2"

1/2"

1 1/4"

FFL

TYP. FLASHING TO LAP OVER TOP EDGE OF WOOD

UNDISTURBED SOIL

REFER TO STRUCTURAL FOR FOOTING SIZES

MIN. 3/8" OPENING ABOVE FLASHING

3/4"

WATERPROOFING

TYP. CONTINUOUS STONE SILL @ -0'-1"

TYP. OUTSIDE OF BEAM: 3/4" AIR CAVITY 3/4" RIGID INSULATION

COR-A-VENT STRIP AT BASE OF WALL

1/2"

10" CLEAR CRUSHED GRAVEL FILTER FABRIC 4" WEEPING TILE SOIL FORMED TO GUTTER

1 1/4"

CONTINOUS WATERPROOFING MEMBRANE DRESSED DOWN FACE OF FOOTING

4 1/4"

10'-0"

1 1/2" 1'-5 1/2"

METAL DRIP EDGE 2"

1'-5 1/2"

2" 5 1/

METAL DRIP EDGE

11 A-5.1

3/4"

1'-0"

TOP OF STEEL

5 3/4"

11'-4"

TYP. BRICK TIE FASTENED TO SHEATHING

TYP. @ FRAMED EXTERIOR WALL: 1 1/2" AIR CAVITY 3/4"

3/4"

TYP. BEHIND STONE @ FRAMED EXTERIOR WALLS: 1" CAVITY BEHIND STONE @ FRAMED EXTERIOR WALLS VENT HOLES UNDER STILL 2'-0" O.C.

1 1/2"

TYP. BELOW GRADE FOOTING DETAIL 1

1 1/4"

4 1/2"

TYP. BEHIND STONE @ ICF WALLS: SOLID FILL GROUT IN CAVITY

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

11 A-5.1

TYP. DETAIL @ WOOD TRIM UNDER SOFFIT Scale: 1 1/2" = 1'-0"

12 A-5.1

TYP. DETAIL @ CONTINUOUS STONE SILL Scale: 1 1/2" = 1'-0"

DETAIL

Scale: 1 1

Caniff Island Cottages and Boathouses Port Carling, Canada

A 9-building cottage complex situated on Caniff Island, Lake Joseph.

Role: architectural design, 3D modeling, SD, DD, CD Status: under construction

1210.00'

N3 1° 32 '45 "W

9. 0

N61°11'W

Pat

Old

IB(C&J)

750

760

°5

66 LIN

HO 'S E T SE

CK BA

760

LIN

O SH

760

66'-0

-1

770

RPL (C&J)

SSIB (C&J)

N72

°50'3

0"W 0

421.1

Path

RPL (C&J)

750

'45

0°

N4 '

40 9.

The C the w Arch

THIS DRAWING FILE IS THE INTELLECTUAL PROPERTY OF COOTE, HILEY, JEMMETT LIMITED AND IS PROTECTED BY COPYRIGHT.

Cons code jurisd

The d

This cons ISSU

SCALE 1" = 60' 60 50 40 30 20 10 0

60 feet

120

180

DISTANCES SHOWN ON THIS PLAN ARE IN FEET AND CAN BE CONVERTED TO METRES BY MULTIPLYING BY 0.3048.

W 11

8. 3

3' RPL (C&J)

750

760

OPTIONAL PROPERTY LINE

'20

1°

N3 "W

CURRENT PROPERTY LINE

6 8.1

09-

08-

No.

IB(C&J)

1°

Privy

'50

Ro o Are fed a

5. 3

1' Bell Marker

Bell Marker

Se Ta ptic nk

750

SPORTS COURT

770

Pole (services buried)

LIN E K AC

TB SE

'± 37

66'-0

" 50'-0

Hydro Bo x Hydro Ma rker

Platform in trees

RPL (C&J)

K AC TB

Hydro Box

ker 217.1

RPL(C&J)

SSIB (C&J)

g) arin 7' Be 40.2 1 ce en fer 0"W (Re 52'2 6° N2

' 36.22 5'20"W N12°2

750

Hydro Mar

SSIB (C&J)

Co Ga ncre rd te en

2'10"W

LIN

N74°4

Pole

Fil led ArFilled ea Area

N88°39'40"E

50' SHORELIN

E SETBACK

269.54'

Project:

66' SHORELIN

E SETBACK

Sheet Tit

Drawn By PC

Date Dra

MAY 2006

Project N

16014 Scale:

1" = 60'-

A-4.1

A-3.2

A-4.1

A-4.2

294'-10" 19'-6 1/8" 22'-4 7/8"

2'-0 1/8"

100'-0"

17'-6"

52'-4"

22'-1 5/8"

15'-5 1/2"

10'-0 7/8"

13'-

16'-8"

3'-9"

4'-7"

8'-10"

4'-2"

J 2'-11"

96'-1"

12'-5"

STAIR BEDROOM

BEDROOM

G06

G07

BEDROOM

G12

G13

BEDROOM

G19

G18

BATHROOM

G08

G10

G14

G16

KING BED

BATHROOM 28'-8"

G06

G21

7'-5"

SITTING AREA TV

A-3.3

W.I.C.

G06

G09

G11

G15

G17

5'-11"

CORRIDOR

G01

5'-3"

2'-11"

ENTRY HAL

G05

CLOSET AREA

2'-11"

G03

QUEEN TOP

G22 3'-10"

G02

17'-9"

LIVING ROOM

20'-0"

10'-5"

R BUNK ROOM

T U 5'-9"

29'-5"

6'-8"

QUEEN BOTTOM

V BATHROOM

G04

9'-5"

QUEEN TOP

9'-5"

QUEEN TOP

QUEEN BOTTOM

X 22'-4 7/8"

2'-0 1/8"

4'-8"

12'-10"

29'-1"

6'-4"

18'-10"

18'-8"

GROUND FLOOR PLAN

10'-2"

18'-8"

18'-10"

10'-10"

93'-8"

1 A-4.1

main cottage - south lot

8'-6"

19'-2"

1 A-3.1

2 A-4.1

1 A-4.2

A-4.3

A-3.2

" 29'-1 1/2"

52'-4 1/2"

-0"

11'-0"

2'-0"

3'-1 1/2"

15'-4 1/2"

35'-3"

18'-6"

15'-4 1/2"

3'-1 1/2"

6'-0"

36'-2"

23'-2"

3'-1"

3'-0"

21'-4"

14'-10"

5'-6"

B 3'-1"

C MASTER BEDROOM 8'-1"

G34 PATIO

KING BED

19'-6"

G27

3'-9"

D PATIO G37

4'-7"

E SITTING ROOM G33

F LIVING ROOM 7'-6"

G20 MASTER W.I.C. DINING

G35

G32

MUSKOKA ROOM

MASTER ENSUITE

G28

G36

15'-11"

-14"

8'-5"

1 A-3.3

6'-2"

CORRIDOR G01

6'-3"

FAMILY ROOM 01 KITCHEN ISLAND

G29 BAR

PANTRY

G26

U/C DRINK FRIDGE

G31

G30

G01

19'-7"

CORRIDOR 7'-5"

KITCHEN

CORRIDOR

G01

5'-11"

CORRIDOR

5'-3"

ANTE-ROOM

POWDER ROOM

G23

G24

R 3'-10"

LLWAY

2'-11"

S MUDROOM

T 5'-9"

G25

13'-2"

2'-0"

3'-5"

26'-1"

26'-0"

29'-5"

6'-0"

23'-2"

58'-1"

A-4.3

A-4.2

6'-1"

21'-4"

29'-3"

1 A-3.1

14'-10" 36'-2"

1 A

A-3.1 63'-5"

28'-8"

The Architect is not responsible for the accuracy of the engineering information contained in these drawings, including property survey, structural, mechanical & electrical. Refer to the appropriate engineering drawings before proceeding with the work.

34'-9"

14'-8"

7'-0"

20'-9"

7'-0" +/-42'-2 3/4"

7'-0"

The Contractor shall check all dimensions on the work and report any discrepency to the Architect prior to proceeding. Construction must conform to all applicable codes and requirements of authorities having jurisdiction. The drawings are not to be scaled.

+/-13'-2 5/8"

This drawing is not to be used for construction unless noted specifically as: ISSUED FOR CONSTRUCTION

9'-6" 3'-0"

19'-0"

30'-0"

4'-3"

28'-8"

9'-6" 3'-0"

14'-9"

BOAT SLIP #1

+/-88'-7 3/4"DOCK CONTINUES TO NEXT BAY

3'-0"

STORAGE

BATHROOM

HALL 3'-0"

A-4.1

2'-0"

+/-81'-1 3/8"

55'-4"

F/F

D 4 3/4"

+/-86'-6 3/8"

9'-6"

BOAT SLIP #2

4'-2 1/2"

9'-8"

1 A-4.1

9'-6"

C 3'-5 1/2"

2 A-3.2

+/-20'-8 1/4"

24'-5"

36'-4"

2 A-3.1

10.21.2020

ISSUED FOR COORDINATION

10.05.2020

ISSUED FOR COORDINATION

09.26.2020

ISSUED FOR REVIEW

09.18.2020

ISSUED FOR REVIEW

No.

Date

26'-8"

LOUNGE

Description Issues

5'-5"

+/-5'-5"

17'-11 3/4"

18'-1 3/4"

23'-6 3/4"DOCK CONTINUES TO NEXT BAY

Project:

NEW BOATHOUSE 2 CANNIFF ISLAND NORTH LAKE JOSEPH, ONTARIO Sheet Title 8'-9 1/2"

29'-5 1/2"

8'-9 1/2"

DOCK LEVEL PLAN

27'-11 1/2"

Drawn By:

75'-0"

Checked By:

MV +/-9'-2 1/4"

+/-2'-4 3/4"

Sheet Number:

Date Drawn: SEPT 2018

Project Number:

2.1

boathouse 1 - north lot 18013B2

1 A

Scale:

A-3.2

1/4" = 1'-0" @ 30" x 42"

The Contractor shall check all dimensions on the work and report any discrepency to the Architect prior to proceeding.

Construction must conform to all applicable codes and requirements of authorities having jurisdiction.

70'-3" 16'-8"

15'-7"

5'-9"

15'-7"

16'-8"

The drawings are not to be scaled.

21'-4"

This drawing is not to be used for construction unless noted specifically as: ISSUED FOR CONSTRUCTION

21'-4"

A-4.1

19'-8 3/4"

A-4.1

16'-4"

A-3.1

2'-0" 28'-9 3/4"

2 6

7 A-5.2 EWG-01

A-5.2

EWG-02

EWG-03

EWG-05

EWG-04

A-5.2

1 3'-4 3/4"

1 38'-4" 33'-4"

OHDG-02

10'-0"

11'-1 1/2"

18'-5"

BOAT SLIP #3

A-5.2 5'-3"

32'-4"

RAISED

16'-1"

12'-5 3/4"

11'-6"

LINE OF EXTERIOR WALLS ABOVE

27'-4"

4'-7"

2'-4"

11'-11"

BOAT SLIP #2 RAISED

RAISED

10'-0"

OHDG-03

8'-0 3/4"

11'-1 1/2"

3 2'-4"

5'-0"

46'-2"

A-4.2

51'-11"

2 A-3.2

3'-3"

Date

Description

3'-10"

14'-8 1/2"

7'-10"

20'-5 1/2"

10'-3" 2'-0"

3'-9"

A-5.4

UP 18R

STORAGE

5'-9"

9'7" x 5'1"

9'6" x 5'1"

3'-9"

5'-9"

DG02

5'-9"

WC 1

9'-8 3/4"

2'-0"

DG01

EDG-01

2'-0"

A-5.2

3'-11 3/4"

2'-0"

4'-0"

11'-8" 7'-10"

4 A-5.4

11 1/4"

A-5.4

2 1

4'-6"

8'-8"

8'-1"

8'-0"

3'-8"

3'-10"

5'-9"

20'-5"

A-3.2

FFL

3'-6"

A-4.1

0'-0"

A-4.1

5'-9"

No.

Issues

14'-11"

FFL

10'-0"

OHDG-04

BOAT SLIP #1

0'-0"

11'-1 1/2"

7 3'-10"

7'-10"

9'-8 1/2"

RAISED

10'-0"

BOAT SLIP #4

16'-1"

OHDG-01

3 A-4.2

11'-1 1/2"

7'-10"

2 A-3.1

16'-1"

46'-2"

5'-0"

A-5.2

3'-10"

3'-8"

8'-1"

13'-5"

16'-9"

8'-8"

4'-6"

20'-5"

20'-9"

3'-6"

Project:

8'-0" 16'-9"

BOATHOUSE 1 NORTH CANNIFF ISLAND LAKE JOSEPH MUSKOA LAKES, ONTARIO

70'-3"

Sheet Title

DOCK LEVEL PLAN

boathouse 1 - south lot Drawn By:

PC/MF

Date Drawn:

Checked By: WS

Sheet Number:

AUG 2020

Project Number:

18013B-1 Scale:

1/4" = 1'-0" @ 30" x 42"

A-2.1

RIGID BAFFLE BETWEEN STRUCTURE WITH 2LB SPRAY FOAM BENEATH TO MAINTAIN 2" AIR SPACE @ U/S OF ROOF SHEATHING

R1.1

R1.1 R1.1 A-0.2 A-0.2

A-0.2 4'-4 3/4" FINIHED OVERHANG

4'-4 3/4" FINIHED OVERHANG

TRUSS HEEL HEIGHT

R1.2

A-0.2

7 3/4"

4 7 3/4"

METAL WRAPPED FASCIA, MATCH ROOF MATERIAL

7 7/8"

1/2"

10'-0" 14'-0"

FIN CLNG 1X6 CEDAR T&G SOFIT W/ MICRO BEVEL AT EDGES

- STONE THRESH @ SWING DOOR

W1.1 PS-400 COR-A-VENT CONTINUOUS STRIP VENT

A-0.2

CORAVENT SV-5 W INTEGRATED INSECT SCREEN TYP. AT TOP OF ALL WOOD WALLS 4'-0"

1 A-5.1

PROVIDE POWER FOR MOTOROZED BLINDS. REFER TO RCP FOR LOCATIONS

3/4"

1X6 CEDAR T&G SOFIT W/ MICRO BEVEL AT EDGES PS-400 COR-A-VENT CONTINUOUS STRIP VENT

11'-5" 15'-5" 11'-3 1/2" 15'-3 1/2"

1/4"

2 7/8"

3/4"

FIN CLNG

1/2"

1/4"

10'-0" 14'-0"

METAL DRIP EDGE

7 7/8"

METAL DRIP EDGE

U/S TRUSS

T/O STEEL

1'-5"

11'-5" 15'-5"

1'-5"

U/S TRUSS

4 3/4"

TYP. ROOF SECTION THROUGH FRAMED EXTERIOR WALL

2 A-5.1

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

TYP. ROOF SECTION THROUGH GLAZED EXTERIOR WALL 1-1/2" = 1'-0"

GL GL

4 3/4"

ALUMINUM SUB SILL UNDER DOOR TO ALIGN WITH SLIDING DOOR SILL

4 3/4"

F1.1 A-0.2

T/O UPSTAND T/O PATIO

-0'-7"

1/4"

1/2"

4 3/4"

-0'-4 3/4"

T/O UPSTAND

1 3/4"

6 1/2"

-0'-4 3/4"

11 7/8"

PREFINISHED HORIZONTAL WOOD SIDING 1X3 VERTICAL STRAPPING

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

+1'-7 1/4"

3/4"

+3'-7 1/4"

FIN FLOOR

0'-0"

8" MIN

4 3/4"

11 7/8"

1'-4 5/8"

3/4"

T/O UPSTAND

STONE SILL

FIN FLOOR

±0'-0"

+2'-0"

1/2"

+4'-0"

1'-3"

-0'-4 +1'-73/4" 1/4"

FIN FLOOR

1 3/4"

+3'-7 1/4"

1/2"

+2'-0" 0'-0"

1/2"

+4'-0"

3/4"

PREFINISHED METAL ON WOOD BACKING

6 3/4"

2 3/4"

GRADE +3'-7 1/4"

-1'-4 +0'-75/8" 3/8"

T/O WALL

+3'-7 1/4"

+0'-7 3/8"

-1'-4 5/8"

T/O LEDGE

-1'-4 5/8"

T/O LEDGE

FINISHED CONCRETE ABOVE GRADE P.T. 2X6 SILL PLATE ON FOAM SILL GASKET, W/ ANCHOR BOLTS AS PER STRUCTURAL

8" MIN

REFER TO FOUNDATION PLAN FOR LEDGE DATUM 4"

1/2" 2 3/4"

7 1/4"

5 1/2"

6 3/4"

W0.4

4 1/2"

7 1/4"

A-0.2

GRADE 10"

1'-2"

W0.1 A-0.2 W0.1 A-0.2 2 3/4" 5 1/2"

4 1/2" 10"

4 A-5.1

TYP. SECTION THROUGH WINDOW DETAIL @ LOW GRADE

5 A-5.1

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

TYP. SECTION THROUGH GLAZED EXTERIOR WALL

6 A-5.1

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

SECTION THROUGH MAIN ENTRANCE EXTERIOR DOOR 1-1/2" = 1'-0"

Q 8"

±0'-0"

T/O UPSTAND

-0'-4 3/4"

1'-3"

3/4"

-0'-4 3/4"

-0'-7"

T/O UPSTAND

PREFINISHED METAL ON WOOD BACKING +2'-0"

FIN FLOOR

0'-0"

PROVIDE CONCRETE UPSTAND PRIOR TO DOOR INSTALLATION +1'-7 1/4" 1% SLOPE

T/O PATIO

8" MIN

11 7/8"

1'-4 5/8"

+1'-7 1/4"

FIN FLOOR

4 3/4"

PREFINISHED HORIZONTAL WOOD SIDING 1X3 VERTICAL STRAPPING

+3'-7 1/4"

1 1/4"

FIN FLOOR

ALUMINUM SUB SILL UNDE DOOR TO ALIGN WITH DO 1/2” REVEAL TYPICAL

6 1/2"

0'-0"

F1.2 A-0.2

1 3/4"

+2'-0"

F1.1 A-0.2

+1'-5"

-0'-4 3/4"

T/O UPSTAND T/O PATIO

-0'-7"

11 7/8"

+4'-0"

4 3/4"

FIN FLOOR

1 3/4"

3/4"

+2'-0" 0'-0"

1 3/4"

+4'-0"

6 1/2"

F1.1 A-0.2

1/2"

P.T. 2X6 SILL PLATE ON FOAM SILL GASKET, W/ ANCHOR BOLTS AS PER STRUCTURAL

2 3/4"

2 3/4" 2 3/4"

3 1/4"

GRADE +0'-7 -1'-4 5/8" 3/8"

T/O WALL

+3'-7 1/4"

+0'-7 3/8"

-1'-4 5/8"

T/O LEDGE

-1'-4 5/8"

P.T. 2X6 SILL PLATE ON FOAM SILL GASKET, W/ ANCHOR BOLTS AS PER STRUCTURAL

T/O LEDGE

P.T. 2X4 SILL PLATE ON FOAM SILL GASKET, W/ ANCHOR BOLTS AS PER STRUCTURAL

W0.4 A-0.2

+0'-7 3/8"

4 1/2"

5 1/2"

1/2"

-1'-4 5/8"

T/O LEDGE

REFER TO FOUNDATION PLAN FOR LEDGE DATU

F1.3 8" MIN

+3'-7 1/4"

A-0.2 2 3/4"

7 1/4"

REFER TO FOUNDATION PLAN FOR LEDGE DATUM

6 3/4"

GRADE 10"

1'-2"

W0.4 A-0.2

2 3/4" 5 1/2"

4 1/2" 10"

9 A-5.1

TYP. SECTION THROUGH WALL DETAIL @ LOW GRADE 1-1/2" = 1'-0"

10 A-5.1

TYP. SECTION THROUGH EXTERIOR WALL 1-1/2" = 1'-0"

11 A-5.1

SECTION THROUGH TRIPLE SLIDER 1-1/2" = 1'-0"

12 A-5.1

TYP. SECTION THROUGH E 1-1/2" = 1'-0"

Texas Modern Farmhouse Texas, USA

A modern ranch style house that serves as a full time home for a retired couple. The house is situated on a 30 acre treed lot. The program of the 2 bedroom main house is planned linearly, with the public functions in the centre, while more proivate rooms such as the office, guest and master bedrooms are situated on both ends. The main living space is a large open design that includes the kitchen, dining, and an informal den area. Exposed timber structure and the stone fireplace establish a warm and cozy feeling despite the spaciousness. To maximize the vast views of surrounding farms and trees, the design ustilizes large floor to ceiling glazing, and effortless indoor and outdoor flow living. Large glass doors pivot open on a modern and simple backyard patio and pool area, with outdoor cooking and lounging. To the west of the backyard, two stand-alone houses, each with 2 bedrooms and bathrooms, serve as guest houses for the client’s sons and their families. The two guesthouses also feature floor to ceiling glass doors that open up directly to the backyard living area. The project is undergoing minor updates and will soon be moving into construction documentation phase.

Role: architectural design, interior design, landscape design, 3D modeling, visualizer Status: under construction

Markdale Hospital Markdale, Canada

Role: architectural design, interior design, visualizer Company: Dialog Status: under construction

Bayview Village Expansion Toronto, Canada

Role: architectural design, visualizer Company: Dialog Status: ZC

To be continued