Arturo Leguia Architecture Portfolio 2024

Arturo Leguia

p o r t f o l i o

architecture portfolio

2024

WELCOME!

Hello, my name is Arturo Leguia.

I am a fifth year architectural science student at Toronto Metropolitan University. Throughout my studies, I have been fascinated with architecture’s ability to create communities for people. Whether that be on a small scale through a residential complex or on a larger scale through urban design, creating sustainable and connected communities is my vocation. This portfolio of my selected works demonstrate the integration of community and connection. It is my hope that moving forward in my architectural career I can further investigate what it means to create communities in the built environment and how they can enhance the lives of others.

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Arturo Leguia Architectural Science Student

A L

Contact

Creativity & Design Thinking | Effective Communication & Collaboration | Technical Proficiency

Address Vaughan, ON

LinkedIn www.linkedin.com/ in/arturo-leguia

Diligent, results-driven and detail oriented professional with experience in a fast-paced environment, embracing challenges with enthusiasm and curiosity. Eager to contribute creativity, technical expertise, and in-depth knowledge to projects that demand a balance of design innovation and rigorous attention to detail. Strong communication skills, ensuring effective collaboration in internal team meetings, client workshops, and site meetings.

Education

Relevant Experience

Bachelor of Architectural Science, BArchSc Toronto Metropolitan University

ASC 620 - Integration Studio Toronto Metropolitan University, Toronto, ON

Phone

(647) 618 - 8561

E-mail

arturo.leguia13@ gmail.com

Summer Exchange Program, Tuscany, Italy Cortona on the Move High School Diploma, Regional Arts Program Graduate St. Elizabeth CHS

•

•

•

Immersive, group-based studio course focused on advanced design principles and practices to simulate real-world schematic design and design development phase of an institutional project.

Successfully prepared and submitted code reviews, construction documentation, specifications and supporting documents emulating industry practices and professionalism in securing successful bids.

Learned the intricacies of bringing a building project to successful completion, including site layout, by-law restrictions, sustainability considerations and health and safety considerations.

Skills

Work History

Adobe InDesign, Illustrator, Photoshop, PremierPro

Student Intern Cover Architectural Collaborative, Nelson, BC

MS Word, Excel, PowerPoint, Project & Teams

•

Enscape, Lumion, TwinMotion

•

Revit 2024, Dynamo, AutoCad 2024, Rhino 8, SketchUp

• •

Hand Sketching Editing & Proofreading

Awards DAS End of Year Show Selected Studio Project 2019

• •

May - Dec 2023

Created supporting project documents such as RFQ’s, RFI’s, feasibility studies and proposals for cultural, residential, and commercial projects using InDesign.

Developed comprehensive construction documents, specifications, 3D models, and client presentations using Revit, SketchUp, Illustrator and InDesign.

Prepared material boards and concept sketches for client presentations.

Contacted & collaborated with industry professionals for material samples and product information.

Architectural Designer Aliamo Architecture Inc, Vaughan, ON •

Jan - April 2023

Summer 2022

Worked closely with Architect on a residential development seeing the project from schematic design to construction documentation.

Created project packages for BP submission in Revit and InDesign ensuring compliance with OBC and regional zoning by-laws.

Successfully met deadline-sensitive deliverables ensuring compliance with requests and client expectations. page | 3

BAKER STREET 4500

4700

9005

14' - 9"

15' - 5"

29' - 6 1/2"

SIDEWALK

FROSTED/FRITTED WINDOWS UP TO COUN

UP

DN RETAIL SPACE 42.5 m²

RETAIL 17.7 m²

FLIP SWING TO OUTWARD

P1 2155

7' - 1"

CHECK-IN DESK

D05

P1

P1

D07

1635

D01

5' - 4 1/2"

EXISTING SWITCH BANK

P1

3740

5' - 0"

8' - 10 1/2"

4800 15' - 9"

12' - 3 1/2"

P1

PROPOSED FITNESS STUDIO 29.8 m²

AUXILIARY RM 1 5.9 m² F1

P1

D09 INFARED SAUNA 3.2 m²

P1A

INFARED SAUNA (MANUFACTURER SUPPLIED)

HALLWAY 22.7 m²

P1

2885

P1A

P1A

D10

P1A TREATMENT RM3 11.0 m²

P1A

CLOSET

CLOSET

2' - 5"

735 D06

P1A SHOWER RM 5.0 m²

UNIVERS 4.9

TREATMENT RM 2 11.9 m²

5

EQ

EQ

D04

A302 D03

2135 970

3' - 2 1/2"

P1A TREATMENT RM 1 12.0 m²

P1A

STORAGE 2.8 m²

7' - 0"

D02

9' - 5 1/

P2A

D11

12' - 3 1/2"

1535

1525

5' - 0 1/2"

3745

4' - 11"

MALL HALLWAY

DANCE STUDIO 63.5 m²

P1

2385 7' - 10"

D08

1495

WALL FOR HOOKS AND SHOE RACK

2710

ALL COLUMNS REQUIRE A 45 MIN. FRR

DOCTORS OFFICE 27.9 m²

UP

1

Additional WC available in main mall area, located here.

THE ALTERNATIVE SCHOOL

ICELAND BEER SPA

PROFESSIONAL WORK

academic

competition

professional

pages 6-17

pages 18-27

pages 28-31

02

03

PROPOSED FLOOR PLAN 1 : 50

01 page | 4

A

BANCROFT HOMES

SUBMERGE

PERSONAL WORK

academic

academic

visual art

pages 32-41

pages 42-51

pages 52-53

04

05

06

page | 5

THE ALTERNATIVE SCHOOL course location software

ASC 520 & 620 - Integration Studio, Fall 2022 & Winter 2023 900 Dufferin Street, Toronto, Ontario Revit, Rhino, Enscape, Adobe Illustrator, Adobe Photoshop

Located in a older neighborhood undergoing changes and new developments, this proposed alternative school aims to create a space where existing residents and students can find community. The program creates a hierarchy which focuses on shared and collaborative spaces with the surrounding community and student body. The high school hosts alternative learning spaces, traditional learning spaces and shared community spaces, such as a pottery class and a theater. The form of the school reaches south, to the existing residential neighborhood, and north, to the planned new developments, to funnel them into the central atrium and courtyard space where both communities can thrive.

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The site is located along Dufferin and Bloor Street directly across from Dufferin subway station, making the site a large circulation junction. Dufferin Park, a thriving community hub and park, makes the site rich in culture as local events, fundraisers and cultural gatherings are held here. Moreover, Dufferin Mall, a gathering place for many residents and visitors, as well as The Kent School, a designated heritage zone that holds a large part of the area’s history and culture, created the site’s characteristics and influenced the massing of the design.

MAIN ATRIUM

Massing representing maximum height and property setbacks.

Divide massing, which establishes a hierarchy of connection to Dufferin st.

Create slope on roofs to connect to residential heights and high-rise heights.

Create entrance connected to Dufferin park and Dufferin st.

Create dynamic movement on street facade by mimicking topography of park.

Views and connection to Dufferin park and Dufferin St. maintained.

SITE & PROGRAM ANALYSIS page | 10

LEVEL 4 Office Classrooms Work Room Communcal Workroom

LEVEL 3 Elevator Primary Stair Secondary Stairs Washrooms Office Classrooms Work Room Communcal Workroom

LEVEL 2 Elevator Primary Stair Secondary Stairs Washrooms Office Science Classrooms Classrooms Tech Classrooms Social Sciences Work Room External Courtyard Storage/Custodian

LEVEL 1 Elevator Primary Stair Secondary Stairs Washrooms Office Student Commons and Supporting Gym Exercise Room Change Rooms Community Space - Multi User Space/LiInternal Courtyard Loading Zone

LEVEL 0 Elevator Primary Stair Washrooms Seminar Space Studio Space Auditorium and Supporting Rooms Classrooms Construction and Supporting Rooms Change Rooms Mechanical Room Storage/Custodian Meeting Room

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1

2

1

LEARNING COMMONS

SECTION A-A page | 12

2

SEMINAR SPACE

3

STUDENT COMMONS

6

4

3

7

5

4

5

6

7

TYPICAL CLASSROOM

FITNESS CENTER

COLLABORATION ZONE

BASKETBALL COURT

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1 - ROOF ASSEMBLY DOUBLE LAYERED BATT INSULATION VAPOR BARRIER 1

SLAB REINFORCEMENT CONCRETE FILLING COMPOSITE STEEL DECKING

3

2

BOTTOM REINFORCEMENT HSS STEEL BEAM

2 - PARAPET ASSEMBLY ALUMINUM FLASHING SLOPED CONTINUOUS BLOCKING ALUMINUM COPING FIRE STOPPING ROOFING MEMBRANE 100mm CONCRETE CURB

3 - FIN CONNECTION ALUMINUM FIN CONNECTION RECYCLED ALUMINUM FINS

FIN CONNECTION DETAIL

EAST ELEVATION page | 14

NORTH ELEVATION

page | 15

SECTION

1:20

BRICK WALL TO FLOOR DETAIL

1:10

DOUBLE PANE GLASS ALUMINUM WINDOW FRAME INDOOR WINDOW SILL BATT INSULATION GYPSUM WALL BOARD

VAPOUR BARRIER XPS RIGID INSULATION VAPOUR BARRIER AIR CAVITY BRICK TIES 99

MORTAR

WOOD FLOOR FINISH XPS RIGID INSULATION

WEEP HOLE FLASHING FOUNDATION WALL

2x4 SLEEPERS FLOOR BEAMS

CONCRETE FLOOR SLAB WITH CORRUGATED STEEL SHEET DOUBLE PANE GLASS ALUMINUM WINDOW FRAME STEEL CHANNEL XPS RIGID INSULATION AIR CAVITY EXTERIOR BRICK WALL BATT INSULATION GROUND C-CHANNEL

ASK 2A & 2B | WALL TO FLOOR ARTURO LEGUIA

GYPSUM WALL BOARD

1:10

FOUNDATION DETAIL

1:10 GYPSUM WALL BOARD

FIRRING SPACE XPS RIGID INSULATION VAPOUR RETARDER VAPOUR RETARDER CONCRETE FOUNDATION WALL XPS RIGID INSULATION VAPOUR RETARDER

CONCRETE FLOOR SLAB XPS RIGID INSULATION VAPOUR RETARDER

ASC620

REINFORCED CONCRETE FOOTING GROUND

PHASE 2

CAPPILARY BREAK WEEPING TILE (PERFORATED RUBBER)

Fragment Drawings A2

INFILL DAMPROOFING CONCRETE FOUNDATION WALL DAMPROOFING XPS RIGID INSULATION

03-10-23

Date

C-CHANNEL

Arturo L

Drawn by

13

VAPOUR RETARDER

FIRRING SPACE GYPSUM WALL BOARD

ASK 3A & 3B | BASMENT AND FOUNDATION ARTURO LEGUIA

1 : 20

Scale

page | 16

1:10

6

5

4

GROUND FLOOR

1-

2 - w/c

12 15 ---

N

N

111 / 1000

1 - learning commons 3 - classrooms

M

5 - admin

M

4 - seminar space 6 - student commons

9

7 - fitness room

K

K

L

9 - gymnasium

L

8 - changerooms

J

J

7

I

DUFFERINI ST

8

H 1

8

G

1

3

2

1

10

H

6

6

F

5

4 E

2

D

4

C

2 3

6 7

1

5

4

3

2

1

A

B

1

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ICELAND BEER SPA partner location software

Avital Knopov Myvatan Region, Iceland Revit, AutoCad, Enscape, Adobe Illustrator, Adobe Photoshop

This bath house design proposal explores the intriguing concept of what it would be like to have a bath within a crater. The design is created with a vernacular approach, that mimics the existing pseudo craters of the area, seamlessly blending the bathhouse in the surroundings. The overall undulating roof form is Inspired by historic Icelandic Turf houses and guided by sustainable principles and local building materials. Guests and visitors will be provided an elevated green space, replenishing the natural environment disrupted by the bathhouse. In pursuit of environmental responsibility, we utilized “green” concrete with reduced embodied carbon, locally sourced lumber, and prioritized natural lighting throughout the space. Our design not only addresses the competition’s challenge of envisioning a bath in a crater but also strives to redefine architectural norms, presenting a harmonious coexistence of tradition, sustainability, and contemporary aesthetics.

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4

5

GROUND FLOOR 1 - CAFE & SEATING 2 - SKYLIGHT CENTER 3 - BEER TASTING/ SOUVENIR 4 - BREWERY 5 - CHANGE ROOMS 6 - MECHANICAL/ STORAGE 7 - CHECK IN DESK 8 - W/C 9 - STORAGE

6

3 7

2

8

1 9

6

BASEMENT FLOOR 1 - BEER BATHS 2 - BEER TUB 3 - RELAXATION LOUNGE 4 - W/C 5 - MECHANICAL/ STORAGE 6 - TREATMENT ROOMS 7 - SHOWERS

6

5

4 7

1

3

UP

2

page | 22

1 2 3 4 5 1 - SKYLIGHT LID 2 - GLASS 3 - HOLLOW FRAME 4 - ALUMINUM FLASHING 5 - SKYLIGHT BASE 6 - PEBBLES TO PERIMITER 7 - SOIL LAYER & IRRIGATION 8 - METAL DECKING & WATER PROOFING MEMBRANE 9 - CELULOSE RIGID FOAM (6”) 10 - STRUCTURAL MEMBER 11 - STRUCTURAL DECK (1’)

6 7 8 9 10 11

1 2 3 4

1 - BM VALLA BERGLIND C30 (3”) 2 - DIMPLE BOARD 3 - CELLULOSE RIGID FOAM 4 - CEMENT POURGING (ASH WOOD) 5 - WOOD FLOORING 6 - CELLULOSE RIGID FOAM (6”) 7 - GRAVEL INFIL 8 - PERFORATED DRAIN PIPE

5 6

7

page | 23

ELEVATIONS

SECTION

page | 24

1

2

3

4

5

PAINTED CONCRETE RAILINGS

TURF & SOIL RETENTION

WATERPROOFING MEMBRANE

RIGID INSULATION & V.B

BM VALLA BERGLIND C30

1

2

3

4

5

page | 25

page | 26

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OPTION 1 - SITE PLAN | Massing & Typologies

7620

6432

2500

7603

7578

2500

Y

LANEWA

1500 9800

9800

6290

SETBACK

LINE

1B

STUDIO UNIT

30319

STUDIO UNIT

8300

ALL

1500

GW

L RAVE

ST.

OF G

ININ RETA

EDGE

RTH NO

STUDIO UNIT

STUDIO UNIT

UNIT

1BDRM

IT DRM UN

AY

RAV FG EO EDG

WALKW

4900 4900

K

SIDEWAL

4900

2500

4900

LINE

K LIN BAC SET

NG WALL

E

RETAINI

3

4

6

5

4500

2

LINE 5800

SETBACK

1

SETBACK

EL

ACCESS TO GRADE

8 164

MANHOLE 2600

EMENT

EDGE OF PAV

Figure 1:

The development would be accessed via an exterior walkway at the front and east side of the property. Retaining walls will be located on the front and west side of the property.

An access staircase will be located at the North east end of the walkway.

PROFESSIONAL WORK phases typology software

COVER ARCHITECTURE 3610 SUTTON STREET | 6

Design Development, Contruction Documents, Contract Administration Commercial, Mid-rise Residential, Health Care, Cultural Revit, AutoCad, SketchUp, Adobe Illustrator, Photoshop & InDesign

During my recent internship, I gained exposure to various phases of project development, spanning from schematic design to contract administration. My responsibilities predominantly revolved around residential and commercial projects, encompassing schematic design, design development, and construction documentation phases. One noteworthy project involved the Cultural Indigenous Healing Centre, where I contributed to tasks such as interior finishes, construction drawings, and specifications. Additionally, I had the privilege of witnessing the progression of a small-scale commercial project for a local dance studio from its schematic design to the construction phase.

Leveraging my proficiency in diverse design software such as AutoCAD, Revit, SketchUp, and InDesign, I adeptly produced client presentations, submissions for building permits, construction drawings, and 3D models, demonstrating a blend of creativity and meticulous attention to detail.

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MATERIAL BOARDS

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 

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  





page | 29

BYLAW REVIEW

PART 3 2018 BC BUILDING CODE REVIEW

6.1 C1, CORE COMMERCIAL ZONE 1. Purpose The purpose is to designate and preserve land for the orderly development of the financial, retail and entertainment, governmental and cultural core of Downtown.

2. Permitted Uses (Amended by Bylaw 3368, 3392, 3406) The following uses of land, buildings and structures and no others shall be permitted to the C1, Core Commercial Zone: 1. a. Art Gallery and Museum b. Animal Daycare c. Broadcasting Studios d. Cannabis Retail Store (subject to section 1.1.12 of Schedule “A”) e. Car Wash f. Care Services g. Commercial School h. Craft Brewery/Distillery i. Custom Indoor Manufacturing j. Early Childhood Development Centre k. Entertainment Facility l. Funeral Home m. Health Services n. Liquor Primary Establishment o. Mechanical Repair and Service p. Mobile Food Vendor q. Mobile Retail Vendor r. Neighbourhood Pub s. Off-Street Parking t. Participant Recreation Services, indoor u. Personal Service Establishment v. Printing and Publishing Establishment w. Professional and Business Offices x. Public Administration y. Public Assembly z. Market aa. Restaurant bb. Retail Store cc. Social Services Centre dd. Tourist Accommodation ee. Veterinary Clinic 2. Residential dwelling units shall only be permitted when combined with one or more of the uses in section 6.1.2.1. of Schedule “A”.

3. Conditions of Use a. Animal Daycare use must be within an enclosed building. b. Commercial storage permitted when accessory to a permitted use. Accessory commercial storage use cannot occupy more than 50% of the gross floor area of the building, and shall not be located to have direct street frontage. c. Exterior, unenclosed storage or goods or materials is not permitted. d. Car Wash use must be completely enclosed within a building.

4. Combination of Uses that Includes a Residential use (amended by BL3451) a. Residential dwelling unit(s) shall: i. be contained in the same building, and ii. be located above or to the rear of the non-residential use, or below the non-residential use, provided that the non-residential use is at grade; and b. A minimum of 50% of the gross floor area at street level shall be used for non-residential uses.

5. Residential Dwelling Units Any lot that has been developed as a single–detached residential dwelling prior to August 1987 is permitted to be repaired, extended or altered so that it remains a residential building. This permission includes the ability to add a secondary suite.

6. Minimum Lot Area and Minimum Lot Width a. The minimum lot area shall be not less than 278 sq. m. b. The minimum lot width shall not be less than 7.6 m.

Building Area

Building Footprint

Building Height

Building Classification

Sprinkelering

Total: 2360m2

Total: 1400m2

Total: 2 Storeys

Type: A-2 & D

Applicable: Sprinklered

CODE REFERENCE

CODE SENTENCE

1.3.3.2.

Application of Part 3, 4, 5 and 6

1) Part 3, 4, 5, and 6 of Division B apply to all buildings described in Article 1.1.1.1. and a) classified as post-disaster buildings, b) used for major occupancies classified as i) Group A, assembly occupancies, ii) Group B, Care, treatment or detention occupancies, or iii) Group F, Division 1, high-hazard industrial occupancies, or

APPLICABLE

1.3.3.4.

Building Size Determination

1) Where a firewall divides a building, each portion of the building so divided shall be considered as separate building except when this requirement is specifically modified in other parts of this Code. (See Nota A - 1.3.3.4(1)) 2)Except as permitted in Sentence (3), where portions of a building are completely separated by a vertical fire separation that has a fire-resistance of not less than 1h and extends through all storeys and service spaces of the separated portions, each separated portion is permitted to be considered as a separate building for the purpose of determining building height, provided a) each separated portion is not more than 4 storeys in building height and is used only for assembly, residential, and business and personal service occupancies. b) the unobstructed path of travel for a firefighter from the nearest street to one entrance of each separated portion is not more than 45 min. (see Note A-1.3.3.4.(2).)

3) The vertical fire separation referred to in Sentence (2) may terminate at the floor assembly immediately above a basement provided the basement conforms to Article 3.2.1.2. of Division B

3.1.2.1. Classification of Buildings

Refer to table 3.1.2.1. Major Occupancy Classification for determination of building occupancies

3.1.7.3. Exposure Conditions for Rating

1) Floor, roof and ceiling assemblies shall be rated for exposure to fire on the underside.

2) Firewalls and interior vertical fire separations shall be rated for exposure to fire on each side.

3) Exterior walls shall be rated for exposure to fire from inside the building.

3.1.7.5. Rating of Supporting Construction

1) Except as permitted by Sentence (2) and by Article 3.2.2.20. to 3.2.2.90. for mixed types of construction, all load-bearing walls, columns and arches in the storey immediately below a floor or roof required to have a FRR shall have a FRR not less than that required for the supported floor or roof assembly.

2) Load-bearing walls, columns and arches supporting a service room or service space need not conform to Sentence (1).

3.1.8.2. Combustible Construction Support

1) Combustible construction that abuts on or is supported by a noncombustible fire separation shall be constructed so that its collapse under fire conditions will not cause the collapse of the fire separation.

3.1.8.3. Continuity of Fire Separations

1) Except as permitted by Sentence 3.6.4.2.(2), a horizontal service space or other concealed space located above a required vertical fire separation, including the walls of vertical shaft, shall be divided at the fire separation by an equivalent fire separation within the service space.

2) The fire separation required by Sentence (1) shall terminate so that smoke-tight joints are provided where it abuts on or intersects a) a floor, b) roof slab, or c) a roof deck.

3) Except as required by Subsection 3.6.3.

Table 3.1.8.4.

Fire Protection Rating of Closures

Fire-Resistance Rating of Fire Separation

Minimum Fire-Protection Rating of Closure

45 min 1 hr 1.5 hr 2hr 3hr 4hr

45 min 45 min 1 hr 1.5 hr 2 hr 3 hr

3.1.8.12. Twenty-Minute Closure

1) A door assembly having a fire-protection rating not less than 20 min is permitted to be used as a closure in a) a fire separation not required to have a FRR more than 1 hr, located between i) a public corridor and a suite, ii) a corridor and adjacent sleeping rooms, or iii) a corridor and adjacent classrooms, offices and libraries in Group A, Div 2 major occupancies, or b) a fire separation not required to have a FRR more than 45 min, located in a building not more than 3 storey in building height.

3.1.8.13 Self-closing Devices

1) Except as permitted by Sentence (2), every door in a fire separation, other than doors to freight elevators and dumbwaiters, shall be equipped with a self-closing device designed to return the door to the closed position after each use.

3.1.8.15 Door Latches

1) Except as permitted by Article 3.3.3.5., a swing-type door in a fire separation shall be equipped with a positive latching mechanism designed to hold the door in the closed position after each use.

3.1.17.1 Occupant Load Determination

Determined occupant load based on Table 3.1.17.1.

Occupancy: Dance Studio Retail Space Fitness Studio Juice Bar Check-In Treatment Rm 1 Treatment Rm 2 Treatment Rm 3 Treatment Rm 4 Storage

Area Area req. per person: 63.5m2 0.4m2 13m2 3.7m2 37m2 0.4m2 9.3m2 1.2m2 2 2m 4.6m2 9.9 m2 4.6m2 9.8m2 4.6m2 13 m2 4.6m2 13.8 m2 4.6m2 2m2 46m2

Occupant Load: 158 ppl 4 ppl 92 ppl 7 ppl 2 ppl 2 ppl 2ppl 3 ppl 3ppl 0

3.2.2.10. Streets

1) Every building shall face a street located in conformance with the requirements of articles 3.2.5.4. and 3.2.5.5. for access routes.

2) For the purposes of Subsection 3.2.2. and 3.2.5. an access route conforming to Subsection 3.2.5. is permitted to be considered as a street.

3) A building conforming to Article 3.2.2.50. or 3.2.2.58. is considered to face 1 street where not less than 10% of the building perimeter is located within 15 m of a street or streets.

4) A building considered to face 2 streets provided not less than 50% of the building perimeter is located within 15 m of the street or streets.

5)A building considered to face 3 streets provided not less than 75% of the building perimeter is located within 15 m of the street or streets.

6) Enclosed spaces, tunnels, bridges and similar structures, even though used for vehicular or pedestrian traffic, are not considered as streets for the purpose of this Part.

2023-08-10 8:39:55 AM

1) The requirements restricting fire spread and collapse for a building of a single major occupancy classification are provided in this Subsection according to its building height and building area.

2) if a building contains more than one major occupancy, classified in more than one Group or Division, the requirement of this Subsection concerning building size and construction relative to major occupancy shall apply according to Articles 3.2.2.5. to 3.2.2.8.

CODE SENTENCE

3.2.2.26.Group A, Division 2, up to 2 Storeys, Increased Area, Sprinklered

1) A building classified as GroupA, Division2 is permitted to conform to Sentence (2) provided a) except as permitted by Sentences 3.2.2.7.(1) and 3.2.2.18.(2), the building is sprinklered throughout, b) it is not more than 2 storeys in building height, and c) it has a building area not more than i) 4 800m2 if 1 storey in building height, or ii) 2 400m2 if 2 storeys in building height.

2)The building referred to in Sentence (1) is permitted to be of combustible construction or noncombustible construction used singly or in combination, and a) floor assemblies shall be fire separations and, if of combustible construction, shall have a fire-resistance rating notless than 45min, b) mezzanines shall have, if of combustible construction, a fire-resistance rating not less than 45min, and c) loadbearing walls, columns and arches supporting an assembly required to have a fire-resistance rating shall i)have a fire-resistance rating not less than 45min, or ii)be of noncombustible construction.

2 Streets

3.2.4.1. Determination of Requirement for a Fire Alarm System

1) Except as permitted in Sentences (2) and (3), a fire alarm system shall be installed in buildings in which an automatic sprinkler system is required by this Part.

Required

3.2.5.8. Emergency Lighting

1) Emergency lighting shall beep provided to an average level of illumination not less than 10 lx at floor or tread level in a) exits, b) principal routes providing access to exit in open floor areas and in service rooms, c) corridors used by the public, d) corridors serving sleeping rooms in a treatment occupancy, e) corridors serving sleeping rooms in a care occupancy, except corridors serving sleeping rooms within individual suites of care occupancy, f) corridors serving classrooms, g) underground walkways, h) public corridors, i) floor areas or parts thereof where the public may congregate i) in Group A, Div 1 occupancies, or ii) In Group A, Div 2 and 3 occupancies having an occupant load of 60 or more, j) floor areas or parts thereof where persons are cared for that are within daycare facilities, including daycare facilities for children, k) food preparation areas in commercial kitchens, and l) public washrooms.

3.3.1.4. Public Corridor Separations

3) If a storey is sprinklered throughout, no fire-resistance rating is required for a fire separation between a public corridor and the remainder of the storey, provided the corridor does not serve a care, treatment or detention occupancy or a residential occupancy. (See Note A-3.1.8.1.(1)(b).)

4) No fire separation is required in a sprinklered floor area between a public corridor and a) except as required by Sentences 3.3.3.5.(8) and 3.3.4.2.(1), and notwithstanding Sentence 3.4.2.4.(2), the remainder of a storey, provided the travel distance from any part of the floor area to an exit is not more than 45 m, b) a room or a suite, provided the public corridor complies with Sentence 3.3.1.9.(6) and Clause 3.4.2.5.(1)(d), or c) a space containing plumbing fixtures required by Subsection 3.7.2., provided the space and the public corridor are separated from the remainder of the storey by a fire separation having a fire-resistance rating not less than that required between the public corridor and the remainder of the storey.

Not Required

3.3.1.5. Egress Doorways

1) Except for dwelling units, a minimum of 2 egress doorways located so that one doorway could provide egress from the room or suite as required by Article 3.3.1.3. if the other doorway becomes inaccessible to the occupant due to a fire which originates in the room or suite, shall beep provided for every room and every suite a) that is used for a high-hazard industrial occupancy and whose area is more than 15 sq.m, b) intended for an occupant load more than 60, c) in a floor area that is not sprinklered throughout, and i) the area of a room or suite is more than the vale in Table 3.3.1.5.-A, or ii) the travel distance within the room suite to then nearest egress doorway is more than the value in Table 3.3.1.5.1-A, or d) in a floor area that is sprinklered throughout and does not contain a high-hazard industrial occupancy and i) the travel distance to an egress doorway is more than 25m, or ii) the area of the room or suite is more than the value Table .3.3.1.5.-B. 2) Where 2 egress doorways are required by Sentence (1) , they shall beep laced at a distance from one another equal to or greater than one third of the maximum overall diagonal dimension of the area to be served, measured as the shortest distance that smoke would have to travel between the nearest required egress doors.

Complies

Group A Div. 2

Designed for: 50 ppl 4 ppl 20 p 7ppl 1p 2 ppl 2ppl 2ppl 2ppl n/a TOTAL: 90 Persons

3.2.2.4. Buildings with Multiple Major Occupancies

CODE REFERENCE

APPLICABLE

3.3.1.6. Travel Distance

1) If more than one egress doorway is required from a room or suite referred to in Article 3.3.1.5., the travel distance within the room suite to the nearest egress doorway shall not exceed the maximum travel distances specified in Clauses 3.4.2.5.(1)(a), (b), (c) and (f) for exits.

3.4.2.5.Location of Exits

1)Except as permitted by Sentences (2) and 3.3.2.5.(6), if more than one exit is required from a floor area, the exits shall be located so that the travel distance to at least one exit shall be not more than b) 40 m in a business and personal services occupancy, c) 45 m in a floor area that contains an occupancy other than a high-hazard industrial occupancy, provided it is sprinklered throughout, d) 105 m in any floor area, served by a public corridor, in which rooms and suites are not separated from the remainder of the floor area by a fire separation, provided i) the public corridor is not less than 9 m wide, ii) the ceiling height in the public corridor is not less than 4 m above all floor surfaces, iii) the building is sprinklered throughout, and iv) not more than one half of the required egress doorways from a room or suite open into the public corridor if the room or suite is required to have more than one egress doorway, 3)Exits shall be located and arranged so that they are clearly visible or their locations are clearly indicated and they are accessible at all times.

3.4.5.1. Exit Signs

#1 96 Baker Street Nelson BC V1L 4G9

CONSULTANTS

Male: 1 Female: 2

Provided

C

NUMBER

DATE (YY/MM/DD)

2023 08 10

ISSUED

Issued for BP

ADDRESS

444 BAKER ST, NELSON, BC

DATE

REV.

3

2023-08-10

Universal: 1 Mall Universal: 1

B

A

DESIGNED BY

AL

CHECKED BY

RS

DRAWN BY

SH

SHEET

8. Waste and Recycling requirements shall comply with applicable requirements of section 1.2.9. of Schedule“A”.

9. Amenity Areas for Multi-Unit Residential dwelling units shall comply with applicable requirements of section 1.2.4. of Schedule “A”.

A004

CODE REVIEW & BYLAW REVIEW

SHEET NOTES - FLOOR PLAN A. ALL DIMENSIONS ARE TO CENTRE OF STUD OR FACE OF CONCRETE WALL, U.N.O. ALL ELEVATIONS ARE FROM DATUM ELEVATION MAIN FLOOR - 100 000 mm

4500

4700

9005

14' - 9"

15' - 5"

29' - 6 1/2"

B. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL WALLS, COLUMNS, SLABS, JOISTS, TRUSSES, ETC. PROVIDE STRUCTURAL DRAWINGS FOR ALL BUILDING ELEMENTS WITH STRUCTURAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO TRUSSES, JOISTS, CONCRETE REINFORCING, GUARDRAILS, LINTELS, HEADER BEAMS, ETC. C. REFER TO ELECTRICAL PLANS FOR ALL EXIT SIGNAGE, EMERGENCY LIGHTING, SMOKE DETECTORS, FIRE ALARMS, AUDIBLE AND VISUAL ALARMS, SPEAKERS, ETC.

FROSTED/FRITTED WINDOWS UP TO COUNTER-HEIGHT

1 1550

RETAIL 17.7 m²

FLIP SWING TO OUTWARD

5' - 1"

DN RETAIL SPACE 42.5 m²

2

2850

2155

D07

3

P1

15' - 9"

P1

PROPOSED FITNESS STUDIO 29.8 m²

F1

P1

3550

7' - 10"

AUXILIARY RM 1 5.9 m²

4

D09

3550

INFARED SAUNA (MANUFACTURER SUPPLIED)

HALLWAY 22.7 m²

P1 2885

TREATMENT RM3 11.0 m²

P1A

D10

735 D06 CLOSET

2' - 5"

P1A

P1A

CLOSET

7' - 0"

P1A

REVISIONS

REVISION SCHEDULE

3

NUMBER

DATE (YY/MM/DD)

2023 08 10

ISSUED

Issued for BP

A302

6

D04

EQ

5

CLIENT

1

5

A302 EQ

P3

UNIVERSAL W/C 4.9 m²

SHOWER RM 5.0 m²

TREATMENT RM 2 11.9 m²

D03

2135 970

3' - 2 1/2"

P1A

STORAGE 2.8 m² P1A

9' - 5 1/2"

P2A

3300

P1A

D02

11' - 8"

INFARED SAUNA 3.2 m²

P1A

L. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL FOR ALL PREFABRICATED ITEMS PRIOR TO FABRICATION.

4800

3820

DOCTORS OFFICE 27.9 m²

12' - 6 1/2"

3740 12' - 3 1/2"

K. FOR ALL INTERIOR SUITE WALL TYPES, INTERIOR PARTITION DIMENSIONS, DOOR NUMBERS, ETC. NOT SHOWN ON THIS PLAN, SEE ENLARGED FLOOR PLANS DRAWINGS. REFER TO KEY REFERENCING .

D11

1525 5' - 0"

H. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL INTERIOR FINISHES, CEILING PLANS, FLOOR FINSH PLANS, MILLWORK DETAILS, INTERIOR ELEVATIONS ,ETC.

10' - 10"

1535

5' - 0 1/2"

3745 12' - 3 1/2"

CONSULTANTS

G. FRAMING CONTRACTOR TO SUPPLY AND INSTALL BACKING AT ALL WALL-MOUNTED CABINETS, ACCESSORIES, ETC. COORDINATE WITH SUPPLIERS FOR BACKING REQUIREMENTS

11' - 8"

8' - 10 1/2"

P1

D08

1495

DANCE STUDIO 63.5 m²

4' - 11"

WALL FOR HOOKS AND SHOE RACK

2710

2385

EXPOSED MASONRY WALL

ALL COLUMNS REQUIRE A 45 MIN. FRR

F. REFER TO PLUMBING DRAWINGS FOR FIXTURE TYPES, SPECS AND DETAILS.

J. SEE LANDSCAPE ARCHITECT'S DRAWINGS FOR ALL FINISH GRADE ELEVATIONS, SITE DRAINAGE AND HARD LANDSCAPE ELEMENT DESIGN.

7' - 1"

CHECK-IN DESK

E. REFER TO MECHANICAL PLANS FOR RETURN AND SUPPLY REGISTER LOCATIONS. PROVIDE WOOD FRAMING C/W GWB BULKHEADS AT MECHANICAL DUCT WORK. WHEN MECHANICAL DUCTS CROSS FIRE RATED PARTITIONS PROVIDE FIRE DAMPERS AND FIRE RATED BULKHEAD AS REQUIRED BY CURRENT EDITION OF BCBC.

I. WHEN STUD WALLS OF DIFFERENT TYPES BUTT EACH OTHER OTHER OR OTHER WALL FRAMING, CONTRACTOR SHOULD ADJUST WOOD STUD LOCATION TO ENSURE SMOOTH FLUSH TRANSITIONS OF ALL VISIBLE SURFACES AND AT ALL TRANSITION POINTS. PROVIDE ADDITIONAL WOOD FURRING AS REQUIRED.

P1

P1

D05

P1

9' - 4"

1635

D01

5' - 4 1/2"

EXISTING SWITCH BANK

250 354 4445 coverac.ca

Copyright reserved. This design and drawing is the exclusive property of COVER Architectural Collaborative Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification. These drawings must not be scaled. These drawings supercede previous issues.

NOT FOR CONSTRUCTION

UP

ARCHITECTURE #1 96 Baker Street Nelson BC V1L 4G9

D. REFER TO ELECTRICAL PLANS FOR ELECTRICAL LAYOUTS, FIXTURE TYPES, SPECIFICATIONS AND DETAILS, CONFIRM WITH INTERIOR DESIGN DRAWINGS FOR FURNITURE LAYOUTS AND ELECTRICAL FIXTURES POSITIONING.

MALL HALLWAY

REVISION SCHEDULE

3

23045

SIDEWALK

UP

REVISIONS

PROJECT #

BAKER STREET

TREATMENT RM 1 12.0 m²

CLIENT

INTUIT STUDIO

6)Except as permitted by Sentences (4), (7) and (8), the number of water closets required for assembly occupancies shall conform to Table 3.7.2.2.-A. Required

250 354 4445 coverac.ca

Copyright reserved. This design and drawing is the exclusive property of COVER Architectural Collaborative Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification. These drawings must not be scaled. These drawings supercede previous issues.

1) Every exit door shall have an exit sign placed over or adjacent to it if the exit serves a) a building more than 2 storeys in building height, b) a building having an occupant load of more than 150, or c) a room or floor area that has a fire escape as part of a required means of egress.

2) Every exit shall a) be visible on approach to the exit

3.7.2.2. Water Closets

D

ARCHITECTURE

NOT FOR CONSTRUCTION

PROJECT SUMMARY

KEYNOTE LEGEND

Additional WC available in main mall area, located here.

VALUE

INTUIT STUDIO

DESCRPITION

7

ADDRESS

444 BAKER ST, NELSON, BC

PROJECT # 23045

DATE

REV.

3

2023-08-10

2023-08-10 8:39:57 AM

N

1

page | 30

PROPOSED FLOOR PLAN 1 : 50

DESIGNED BY

AL

CHECKED BY

RS

DRAWN BY

SH

SHEET

PROPOSED FLOOR PLAN

A301

D

C

B

A

BAKER STREET

PATH OF TRAVEL SCHEDULE Mark

Length

PATH 1

29.29 m

PATH 3

16.12 m

PATH 2

16.73 m

ARCHITECTURE #1 96 Baker Street Nelson BC V1L 4G9

SIDEWALK

UP

DN

1

RETAIL 17.7 m²

RETAIL SPACE 42.5 m²

250 354 4445 coverac.ca

Copyright reserved. This design and drawing is the exclusive property of COVER Architectural Collaborative Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification. These drawings must not be scaled. These drawings supercede previous issues.

LIFE SAFETY LEGEND

GREEN RUNNING MAN EXIT SIGN

CONSULTANTS

EMERGENCY LIGHTING

2

EXISTING SWITCH BANK

EXITING PATH FRR

FIRE RESISTANCE RATING

SHEET NOTES: LIFE SAFETY THE CONTRACTOR SHALL SUPPLY AND INSTALL FIRE EXTINGUISHERS AS NOTED ON THE MECHANICAL DRAWINGS AND ACCORDANCE WITH NFPA 10 ERQUIREMENTS. FIRE EXTINGUISHER SHALL BE ACCORDANCE WITH CAN4-S508-M83 AND HAVE A ULC/CSA LABEL. FOR WALLS 100 mm TO 250 mm THICK, PROVIDE A SEMI-RECESSED CABINETS COMPLETE WITH GLASS DOOR.

• •

3

•

PATH 1 29.29 m

NOT FOR CONSTRUCTION

PATH 2 16.73 m

EXPOSED MASONRY WALL

5.9 m² AUXILIARY RM 1

•

PROPOSED FITNESS STUDIO 29.8 m²

4

DANCE STUDIO 63.5 m²

MALL HALLWAY

INFARED SAUNA 3.2 m²

PATH 3 16.12 m

HALLWAY 22.7 m²

5 STORAGE 2.8 m²

TREATMENT RM3 11.0 m²

TREATMENT RM 1 12.0 m²

UNIVERSAL W/C 4.9 m²

SHOWER RM 5.0 m²

CLIENT

REVISIONS

REVISION SCHEDULE

3

NUMBER

DATE (YY/MM/DD)

2023 08 10

ISSUED

Issued for BP

TREATMENT RM 2 11.9 m²

6

DOCTORS OFFICE 27.9 m² KEYNOTE LEGEND

Additional WC available in main mall area, located here.

UP

VALUE

INTUIT STUDIO

DESCRPITION

7

ADDRESS

444 BAKER ST, NELSON, BC

PROJECT # 23045

1

DATE

LIFE SAFETY PLAN

REV.

3

2023-08-10

1 : 50

N

DESIGNED BY

AL

CHECKED BY

RS

DRAWN BY

SH

2023-08-10 8:39:54 AM

SHEET

A003

LIFE SAFETY PLAN

A 2675 8' - 9 1/2"

U/S BULK HEAD

U/S BULK HEAD

U/S BULK HEAD

3.05

3.05

3.05 ARCHITECTURE #1 96 Baker Street Nelson BC V1L 4G9

5' - 11 1/2"

1815

A302

2

750

3

2' - 5 1/2"

CONSULTANTS

0' - 6"

0.00

1 : 20

2

INTERIOR ELEVATION - UNIVERSAL W/C

3

1 : 25

2760

1000

865

3' - 3 1/2"

2' - 10"

685

2' - 3"

1000

865

3' - 3 1/2"

3' - 7 1/2"

GROUND FLOOR PLAN

GROUND FLOOR PLAN

0.00

2675

0.00

250 0' - 10"

8' - 9 1/2"

5' - 11 1/2"

ENLARGED PLAN - UNIVERSAL W/C

2' - 10"

600

150

GROUND FLOOR PLAN

1815

1' - 11 1/2" 1100

800

2' - 7 1/2"

600

1' - 11 1/2"

800 7 A302

2' - 7 1/2"

1200

3' - 11"

460

1' - 6"

UNIVERSAL W/C 4.9 m²

INTERIOR ELEVATION - UNIVERSAL W/C

7

1 : 25

INTERIOR SECTION - UNIVERSAL W/C SINK 1 : 25

U/S BULK HEAD

9' - 0 1/2"

3.05

TOWEL DISPENSER OR OTHER HAND-DRYING EQUIPMENT INSTALLED CLOSE TO LAVATORY. NOT MORE THAN 1200 ABOVE FLOOR, ACCESSIBLE TO SOMEONE IN A WHEELCHAIR

760

MIRROR INSTALLED IN AN INCLINED POSITION, SAME WIDTH AS SINK

760 MIN.

5' - 11 1/2"

INTERIOR ELEVATION - SHOWER RM

150

865

735

685 250

CLIENT

REVISIONS

REVISION SCHEDULE

3

NUMBER

DATE (YY/MM/DD)

2023 08 10

ISSUED

Issued for BP

SOAP DISPENSER IS REQUIRED FOR UNIVERSAL WASHROOM

1 : 25

500

6

480

1 : 20

COUNTER MINIMUM 200 X 400 NOT HIGHER THAN 1200 760

650

ENLARGED PLAN - SHOWER RM

MAX

865

860 460

1525 915

3' - 0"

0.00

1815

250

VARIES

GROUND FLOOR PLAN

5

1000

1200

150

5' - 0"

6

2135

A302

7' - 0"

1815

5' - 11 1/2"

SHOWER RM 5.0 m²

NOT FOR CONSTRUCTION

1

250 354 4445 coverac.ca

Copyright reserved. This design and drawing is the exclusive property of COVER Architectural Collaborative Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification. These drawings must not be scaled. These drawings supercede previous issues.

P3

COAT HOOK MOUNTED NOT HIGHER THAN 1200, NOT PROJECTING MORE THAN 50 FROM THE WALL

ACCESSIBILITY ZONE

MIN. 1350

VARIES

DESCRPITION

900

920 KEYNOTE LEGEND VALUE

INTUIT STUDIO

ACCESSIBILITY ZONE

1350 DOORS SWINGING IN REQUIRED TO HAVE LATCH-OPERATING MECHANISM LOCATED 900 TO 1100 ABOVE THE FLOOR THAT COMPLIES WITH 3.8.3.8.(1)(C), CAPABLE OF BEING LOCKED FROM THE INSIDE, AND RELEASED FROM THE OUTISDE IN CASE OF EMERGENCY

ADDRESS

444 BAKER ST, NELSON, BC

PROJECT # 23045

*4.0 SQ.M WITH NO DIMENSION LESS THAN 1800 WHEN THE DOORS SWINGS IN

2023-08-10 8:39:58 AM

DATE

4

TYPICAL UNIVERSAL WASHROOM LAYOUT 1 : 25

DOORS SWINGING OUT THAT ARE NOT SELF-CLOSING, MUST BE PROVIDED WITH A HORIZONTAL, D-SHAPED, VISUALLY COSNTRASTING DOOR PULL NOT LESS THAN 140 LONG LOCATED ON THE INSIDE SUCH THAT ITS MIDPOINT IS 200 TO 300 FROM THE HINGED SIDE OF THE DOOR AND 900 TO 1100 ABOVE THE FLOOR

2023-08-10

*3.7 SQ.M WITH NO DIMENSION LESS THAN 1700 WHEN THE DOORS SWINGS OUT

REV.

3

DESIGNED BY

AL

CHECKED BY

RS

DRAWN BY

SH

SHEET

ENLARGED PLANS

A302

page | 31

BANCROFT HOMES course location software

ASC 401 - Design Studio III, Winter 2021 138-140 Hastings Street North, Bancroft, Ontario Revit, AutoCad, Enscape, Adobe Illustrator, Adobe Photoshop

Known for its small town atmosphere and beautiful site lines, Bancroft Ontario exhibits potential for residential growth and development. Bancroft Homes is a residential complex proposal that aims to ground the community into the site. This is accomplished by a central courtyard that acts as the anchor for both communities, that of the residential complex as well as Bancroft’s existing community.

The courtyard becomes a core for circulation within the complex and within Bancroft since the site is located along a major road, Hastings Street North. The ground floor hosts a commercial zone which connects to Bancroft’s mining history by creating a rock/crystal museum and shop. By connecting to Bancroft’s history and creating a central courtyard, the complex becomes embedded into the site, creating a strong and rooted community.

page | 32

page | 33

page | 34

page | 35

FLOOD PLANE

Hastings st N

AUTOPARTS SHOP

SITE PLAN page | 36

UNIT BREAKDOWN

­

­

­

­

­

page | 37

2

5

6 1 6

4

3

GROUND FLOOR PLAN 1 - courtyard 2 - communal workspace 3 - lounge 4 - lobby 5 - commercial space 6 - 1 bedroom unit

page | 38

total community space: 111sqm total commercial space: 128 sqm total outdoor space: 515sqm

3

1

6

2

5 2

7

7 5

6

5

6

2 7

1 2

3 5

2

2

2

3

1

7

1

6

1

3

5

7

6 4

2 3

1 2

3

1

1

7

2

5

6

4

3

1

2

3 2

4

1

4

­

2

4

1 3

4

EAST WING LVL 2 1 - bedroom 2 - w/c 3 - storage 4 - terrace 5 - kitchen 6 - living/dining 7 - laundry

2

­

1 3

WEST WING LEVEL 2 page | 39

1- Roof Assembly EPDM Roofing Membrane, 6mm Rigid Rockwool Insulation, 40mm Batt Insulation, 200mm OSB & Roofing Felt, 20mm Rigid Rockwool Insulation, 50mm Concrete Slab, 175mm

Joint Filler Steel Parapit Cap & Drip Edge

Wood Member, 300mm x 70mm

2 - Wall Assembly Brick Veneer, 40mm Open Air Space, 10mm Rigid Rockwool Insulation, 100mm Open Air Space, 10mm

Wood Beam with Steel Joint Fastner

Batt Insulation, 300mm Vapour Barrier & Gypsum Board 10mm DryWall, 15mm

Steel L-fastner & Steel C-channel Joint Filler Steel Connector Wood Header, 475mm x 50mm Steel Window Frame

Double Glazed Window Panel

3 - Floor Assembly

Drip Edge Metal Cap Flashing

Pre Engineered Wood Flooring, 10mm Polyethylene Film Membrane & Gypsum Board, 15mm Rigid Rockwool Insulation, 50mm Polyethylene Film Membrane &Gypsum Board, 15mm Concrete, 200mm DryWall on Ceiling Finish, 50mm

4 - Footing Assembly 1m Deep Concrete Footing Concrete Slab, 400mm Rigid Rockwool Insulation, 50mm Ground Soil

page | 40

3

Joint Filler Steel Parapit Cap & Drip Edge

Wood Member, 300mm x 70mm

1

Wood Beam with Steel Joint Fastner

Steel L-fastner & Steel C-channel Joint Filler Steel Connector Wood Header, 475mm x 50mm Steel Window Frame

Double Glazed Window Panel

Drip Edge Metal Cap Flashing

Level 3 7294

Level 2 4000

3

2

Level 1

Joint Filler

0

Joint Filler Joint Filler

4

page | 41

SUBMERGE course location software

ASC 301 - Design Studio II, Fall 2020 Grange Park, Beverley Street & McCaul Street, Toronto, Ontario Rhino, AutoCad, Enscape, Adobe Illustrator, Adobe Photoshop

The pavilion design is intended to submerge the viewer into the realities of our society. An exhibit of resistance within the pavilion creates a somber and serious atmosphere while displaying resistance within the community. The light wells connect the viewer back to the environment above. The natural light is contrasted with the somber exhibit area and guides people to the ascending stairs, bringing them back to the city, with a view of the CN Tower. The surrounding presentation areas are social hubs that bring the community together and connect both levels of the pavilion to the community.

page | 42

page | 43

page | 44

page | 45

ART GALLERY OF ONTARIO

OCAD UNIVERSITY

SITE PLAN page | 46

SITE SECTION page | 47

page | 48

page | 49

SOUTH ELEVATION page | 50

Sealant

Glass Panel Steel Member

Steel Angle Support

Reinforced Concrete Slab

Fixed Bolt Connection

down

LIGHT WELL DETAIL

OTB

Seated Steps

OTB

OTB

down

Lightwell Observatory OTB

Amphitheater

OTB

NIGHT RENDER GROUND FLOOR PLAN PLAN GROUND FLOOR page | 51

ADDITIONAL WORKS - VISUAL ART course medium year

page | 52

Personal and Commissioned Artwork Graphite 2019-2022

page | 53

thank you p: (647) 618-8651 e: arturo.leguia13@gmail.ca

architecture portfolio

2024