Architectural Technology Academic Portfolio | Orlando Moreira

PORTFOLIO 2023

ORLANDO MOREIRA

ACADEMIC WORK

PORTFOLIO | 2023

Passionate about Architecture and its ins and outs. A self-motivated, flexible and cooperative open-minded student with a desire to always learn more. Experienced with Architectural and Design Software.

2

CURRICULUM VITAE

www.linkedin.com/in/orlando-moreira

3

PORTFOLIO | ORLANDO MOREIRA

ACADEMIC PROJECTS

1 2 3 4 5

HARBOUR HEIGHTS MIXED -USE MID -RISE BUILDING PAGE 6

HILLCREST COMMUNITY SCHOOL NATURE CENTRE PAGE 14

STEEL-FRAME CONSTRUCTION WAREHOUSE PAGE 20

SURREY-MAJESTIC HOMES PAGE 28

CONTAINER HOUSE PAGE 34

PROFESSIONAL PROJECTS PAGE 38

PERSONAL PROJECTS PAGE 40

4

TABLE OF CONTENTS

5

PORTFOLIO | ORLANDO MOREIRA

1 HARBOUR HEIGHTS MIXED -USE MID -RISE BUILDING Third Year Studio 2023 Design: Collective Group Members: Atticus Shea, Eden Bogale, Orlando Moreira, and Rodrigo Gallardo Model: Revit/Lumion/Photoshop Plans: Revit Harbour Heights aims to establish a harmonious blend of sustainability, functionality, and visual appeal through its innovative architectural approach. This mixed-use building, situated on Toronto’s waterfront, showcases a striking combination of glue-laminated timber and reinforced concrete. By emphasizing the possibilities offered by timber construction as a sustainable alternative, the design seamlessly integrates with the vibrant urban landscape that surrounds it.

The overall vision for Harbour Heights is to create a remarkable structure that not only prioritizes

environmental

consciousness

but also enhances the existing cityscape.

6

harbour heights | ACADEMIC WORKS

7

PORTFOLIO | ORLANDO MOREIRA

SITE PLAN ANALYSIS

8

harbour heights | ACADEMIC WORKS

9

PORTFOLIO | ORLANDO MOREIRA

GROUND FLOOR PLAN

NORTH ELEVATION

10

harbour heights | ACADEMIC WORKS

WEST ELEVATION

EAST ELEVATION

11

PORTFOLIO | ORLANDO MOREIRA

EVENING SOUTH FACADE RENDER

2 BEDROOM ASSISTED UNIT 12

harbour heights | ACADEMIC WORKS

3 BEDROOM UNIT

13

PORTFOLIO | ORLANDO MOREIRA

2 SLOPE

HILLCREST COMMUNITY SCHOOL NATURE CENTRE Second Year Studio 2022 Design: Individual State: Completed Model: Revit/Lumion Plans: Revit Drawing inspiration from the park activities, the community school’s semantic butterfly roof is a striking feature that evokes the visual imagery of butterfly wings. It blends harmoniously with the surrounding environment and provides an aesthetically pleasing focal point in the area.

Constructed

from

sustainable

materials,

Hillcrest community school nature centre is designed to foster a net positive environment while offering diverse educational opportunities for future generations.

NORTH

14

HILLCREST CENTRE | ACADEMIC WORKS

15

PORTFOLIO | ORLANDO MOREIRA

1. ENTRY

1

2

2. GENERAL STORAGE 3. FOYER 4. MECH 5. U. WASH

10

4

3

5

6. GALLERY 7. LEARNING SPACE 8. SUPPLY 9. SEATING AREA 10. KITCHENETTE

9

7

6

8

0

1

2

3 METERS

NORTH

FLOOR PLAN

16

HILLCREST CENTRE | ACADEMIC WORKS

3D PERSPECTIVE

17

PORTFOLIO | ORLANDO MOREIRA

EAST ELEVATION SHOWING THE MIX BETWEEN BUILDING AND ENVIRONMENT

18

HILLCREST CENTRE | ACADEMIC WORKS

19

PORTFOLIO | ORLANDO MOREIRA

3 STEEL-FRAME CONSTRUCTION WAREHOUSE Second Year Studio 2023 Design: Collective Group Member: Alexander Macdonald and Orlando Moreira State: Completed Model: Revit/SketchUP/Lumion Plans: Revit/BIM 360 The objective of the warehouse project was to construct a new building utilizing a steel-frame construction method. In order to adhere to the most recent Vaughan Bylaw, we collaborated to establish the connection between the building components, assemblies, dimensions, sizes, and shape.

This was a project that progressed weekly, allowing us to utilize BIM 360 for collaboration throughout the week and present our progress during studio classes. Overall, the project provided us with valuable learning experience, helping us develop skills in collaboration, design, and construction.

20

WORKING DRAWINGS | ACADEMIC WORKS

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PORTFOLIO | ORLANDO MOREIRA

BLOCK 'C' N 73° 09' 00" E

165.20m

HEAVY DUTY ASPHALT PAVING

24

114.81 0

12

.0

30.01 9.

00

16.00

0

66.80

24 PARKING SPOTS (2.6mx6m)

46.80

PROPOSED COSME

00

.

15

0

.0

12

00

9.

4.00

108.50m (355.9 ft) N 16° 51' 00" E

BLOCK 'E'

.0

36.82

15

90.81

6m WIDE DRIVEWAY 114.81

EXIT

SOFT LANDSCAPIN G

N 73° 09' 00" E

165.20m

SOUTH STREET

SITE PLAN

22

WORKING DRAWINGS | ACADEMIC WORKS

No.

Description

Date

Nort

h SOFT LANDSCAPING

m (541.9 ft)

4 PARKING SPOTS (2.6mx6m)

1

ENTRANCE

00

NOTES :

5.

01

0 2.

4.00

1

00

LEGEND

9.00

9.

6m WIDE DRIVEWAYS

108.50m (355.9 ft)

6.00

ETICS WAREHOUSE

SETBACKS

REQUIRED

0

.0

12

.0

15 0

20.88 6.00

PROPERTY LINES

PROPOSED

ZONING EM2 DESIGNATION OVERALL SITE 108.20m x 17874.64m2 AREA 165.20m MAXIMUM N/A 6840.87m2 COVERAGE MINIMUM FRONT : 6m FRONT : 9m SETBACKS NORTH SIDE : 6m NORTH SIDE : 6m SOUTH SIDE : 6m SOUTH SIDE : 9m REAR : 12m REAR : 12m MINIMUM 5% OF LOT AREA 2901.57m2 3m LANDSCAPING : 17874.64x.05 WIDE 893.73m2 LANDSCAPE STRIP ON STREET SIDES PROVIDED MINIMUM .5 SPACES PER TOTAL SPOTS:35 PARKING 100m2 GFA No OF BARRIER 6840.87m2 / 200 FREE : 2 ~ 35 BARRIER FREE 4% OF TOTAL SPOTS : 34 x.04 2.6 SNOW REQUIRED : 5% PROVIDED REMOVAL OF PAVED AREA 389.5m2 AREA PAVED AREA 6930.6m2 x .05 346.53m2

1

m (541.9 ft)

PATH OF TRAVEL

SITE STATISTICS

00

9.

24.00

BUILDING AREA SOFT LANDSCAPING SNOW REMOVAL AREA HEAVY DUTY ASPHALT STANDARD ASPHALT

25.00

4.00

14.80

PROVIDE 2 3.9m x 6m BARRIER FREE PARKING SPOTS WITH 1.5m x 6m SHARED ACCESS AISLES BOTH SIDES

N 16° 51' 00" E

66.80

48.00

28.17

EAST STREET

80.80

BLOCK 'D' (EM2) SOFT LANDSCAPING

PIETRO FERRARI CORBIN PATTEN

MAN DOOR LOCATIONS

PROJECT 1

LOADING DOCK LOCATION

SITE PLAN

DRIVE-IN LOCATIONS Project number

ENTRANCE & EXIT VESTIBULES

Date Drawn by Checked by

A.2.0 Scale

0001 FEB 26 2023 A.M. A.M./O.M.

As indicated

23

PORTFOLIO | ORLANDO MOREIRA

1

2

2x

3.81

5.34

10.00 4.27

3

4

10.00

3.81

5

10.00 4.47

6

10.00

4.79

2.60

10.00

3.02

43

W1 0.40

5x97

5x30

UC30

A

5x

5x30

UC30

5x97

30 C305x

8.00

8.00

U

W1 7.9

3.2X

2X20

203.

B

HSS

3.

2X20

203.

HSS

97

5x 5x30

8.00

8.00

UC30

W1

1

3m x 6.5m FORKLIFT CHARGING AREA x4

W1

A.7.1

0.40 5x97

3

5x30

UC30

C

5x97

5x30

UC30

5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

A.8.1

3.

2X20

203.

HSS

5x97

5x30

8.00

UC30

W1

5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

3.

2X20

203.

HSS

8.00

D

5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

3.

2X20

203.

HSS

8.00

66.00

E

46.00

W1 5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

3.

2X20

203.

HSS

5.47

8.00

2.53

F

5x97

5x30

UC30

8.00

G

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

3.

2X20

203.

HSS

1 A.5.1

6.00

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

3.

2X20

203.

HSS

A.8.1

0.40

1.68 2.32

4.00

4.00

7.9

3.2X

2X20

203.

HSS

4 W1

I J

5x97

5x30

UC30

H

5x97

5x30

UC30

5x97

5x30

UC30

5x97

5x30

UC30

W1

5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

5x97

5x30

UC30

7.9

3.2X

2X20

203.

HSS

5x97

5x30

UC30

3.

2X20

203.

HSS

5x

5x30

UC30

0.38

W2

W2 1.73

W2

8.27 15.00

FIRST FLOOR PLAN

24

10.00

75.00 5.00

5.00

10.00

10.00

10.00

WORKING DRAWINGS | ACADEMIC WORKS No.

7

8

9

10

11

12

Descriptio

13

115.00 10.00

10.00

10.00

3.77

10.00

10.00

10.00

2.70 1.43

W1

x97

W1

97 305x

97 305x

5x

5x

UC30

UC30

5.00

9.20

W1

97 305x

97 305x

5x

5x

UC30

0.80

UC30

h

0.40

97 305x

5x97

5x30

5x

UC30

Nort

5.00

UC30

1 A.8.0 2

8.00

A.7.0 MAIN. / REPAIR 100.078 m² 1077.2 SF 9

.2X7.

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

NOTES :

5x97

5x30

UC30

9

.2X7.

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

WALL SCHED

8.00

W2

5x97

5x30

UC30

7.9

3.2X

2X20

203.

W1

9" PRECAST INSULATED WALL PANE

W2

9'' INSULAT STUD CURT WITH PREF METAL SIDI

8.00

HSS

MENS 24.303 m² 261.6 SF

9

2X7.

203.

3.2X

20 HSS

-

5x97

---

5x30

UC30

7.9

3.2X

2X20

203.

HSS

WOMENS 22.958 m² 247.1 SF

48.00

9

2X7.

203.

3.2X

20 HSS

W2

8.00

9

2X7.

203.

3.2X

20 HSS

FIRST AID 12.110 m² 130.3 SF

6146.607 m² 7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

MGR OFFICE 17.110 m² 184.2 SF

9

.2X7.

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

7.9

3.2X

2X20

203.

HSS

W2

7.9

3.2X

2X20

203.

HSS

5x97

5x30

UC30

SHP/RCV OFFICE 20.313 m² 218.6 SF

5x97

5x30

UC30

5x97

5x30

UC30

PROPOSED OFFICE SPACE 9

2X7.

203.

3.2X

20 HSS

9

2X7.

203.

3.2X

20 HSS

9

2X7.

203.

3.2X

20 HSS

9

2X7.

203.

3.2X

20 HSS

2X20

UP

4

W3

A.8.0 9

.2X7.

HS

x97

9

2X7.

203.

2X S203.

HS

5x97

5x30

UC30

9

2X7.

203.

2X S203.

HS

5x97

5x30

UC30

9

2X7.

203.

2X S203.

5x97

5x30

UC30

5x97

5x30

UC30

97

305x

5x UC30

5x97

5x30

UC30

9

7.

3.2X

203.

HSS

7.9

3.2X

2X20

203.

HSS

W3

UP

1 9

.2X7.

8.00

7.9

3.2X

2X20

203.

HSS

8.00

7.9

3.2X

2X20

203.

HSS

6.54

7.9

3.2X

2X20

203.

HSS

3.93

9

.2X7.

8.00

BREAK ROOM 36.707 m² 395.1 SF

14.00

3.2X

2X20

203.

HSS

PROPOSED WAREHOUSE SPACE

66.00

5x

UC30

7.9

8" GLAZED WITH FINISH ALUMINUM

6.00

2X

203.

HSS

W3

97 305x

5x97

5x30

UC30

97

305x

5x UC30

1

2

A.7.0

A.7.1

97

305x

5x UC30

0.41

4.00

2X

203.

HSS

7.9

2X 203.

0.91

2X

203.

HSS

7.9

2X 203.

8.00

2X

203.

HSS

7.9

2X 203.

1.46

7.9

2X 203.

4.07

9

.2X7.

4.00

9

2X7.

203.

3.2X

20 HSS

7.09

9

.2X7.

W3 W2

W2

W1

1 A.5.0

PIETRO F CORBIN P

25.00 10.00

10.00

10.00

10.00

10.00

10.00

5.00

115.00

PROJE

GROUND 25 PLA

Project number Date

PORTFOLIO | ORLANDO MOREIRA ROOF CONSTRUCTION AIR/VAPOUR BARRIER ON BITUMEN ROOF MEMBRANE ON PLYWOOD ON RIGID INSULATION ON STEEL DECK ON 609.6 mm (24") DEEP OWSJ @ 152.4 mm (6'-0") SPANNING FROM GIRDER TO GIRDER

METAL FLASHING

10

12.7 mm (1/2") DENSGLASS SHEATHING ON METAL STUDS BLOCKING TOP OF PARAPET WALL 9.55 ROOF T.O.S 9.14 STEEL ANGLE WITH BOLTS

AIR/VAPOUR BARRIER MEMBRANE

228.6 mm (9") PRECAST CONCRETE INSULATED SANDWICH WALL PANELS

FIN. SECOND FLOOR PLAN 4.27

8x8" WIDE FLANGE COLUMN

0.91x2.38mm (36"x94") MAN DOOR

228.6 mm (9") CONCRETE PAD

NON-SHRINKING SEALANT ON 228.6 mm (9") THICK SLAB WALL W/ REBARS

TRENCH WALL 1524 mm (5'-0") DIA. REINFORCED CONCRETE CAISSON FOUNDATION

BASE PLATE ON 25.4 mm (1") NONSHRINK HIGH STRENGTH GROUT 304.8 mm (1'-0") ANCHOR BOLTS

GROUND. FLOOR. PLAN 0.00 FIN. GRADE -0.23

WALL SECTION 26

No.

C METAL FLASHING

Description

WORKING DRAWINGS | ACADEMIC WORKS

C

12.7 mm (1/2") DENSGLASS METAL FLASHING SHEATHING ON METAL STUDS BLOCKING

12.7 mm (1/2") DENSGLASS SHEATHING ON METALWALL STUDS BLOCKING TOP OF PARAPET

TOP OF PARAPET WALL

9.55

9.55

TOP OF PARAPET WALL

TOP OF PARAPET WALL

9.55 ROOF T.O.S

9.55 ROOF T.O.S

9.14

9.14

ROOF T.O.S

NOTES :

ROOF T.O.S CFS METAL STUDS W/ RIGID INSULATION

9.14

9.14

AIR/VAPOR BARRIER MEMBRANE CFS METAL STUDS W/ RIGID INSULATION

NOTES : STEEL ANGLE WITH BOLTS

STEEL BEAM AIR/VAPOR BARRIER MEMBRANE 228.6 mm (9") PRECAST CONCRETE INSULATED SANDWICH WALL PANELS STEEL BEAM

STEEL ANGLE WITH BOLTS

228.6 mm (9") PRECAST CONCRETE INSULATED SANDWICH WALL PANELS

SECTION DETAIL WHERE PRECAST. CONC. PANEL MEET PARAPET C

C

2438.4X3048 mm (8X10') LOADING DOCK DOOR

2438.4X3048 mm (8X10') LOADING DOCK DOOR

NON-SHRINKING SEALANT ON 228.6 mm (9") THICK SLAB WALL W/ REBARS

BASE PLATE ON 25.4 mm (1") NON-SHRINK HIGH STRENGTH GROUT BASE PLATE ON 25.4 mm (1") NON-SHRINK 304.8 mm (1'-0") HIGH STRENGTH ANCHORGROUT BOLTS

304.8 mm (1'-0") ANCHOR BOLTS NON-SHRINKING SEALANT ON 228.6 mm (9") THICK SLAB WALL W/ REBARS GROUND. FLOOR. PLAN

GROUND. FLOOR. PLAN

0.00

0.00

FIN. GRADE GROUND. FLOOR. PLAN -0.23 0.00 TRENCH WALL FIN. GRADE

FIN. GRADE GROUND. FLOOR. PLAN -0.23 0.00 609.6 mm (24") DIA.

CONCRETE CAISSON FOUNDATION

-0.23

FIN. GRADE -0.23

TRENCH WALL TRUCK RAMP

TRUCK RAMP

609.6 mm (24") DIA. CONCRETE CAISSON FOUNDATION

PIETRO FER CORBIN PA PIETRO FER PROJECT CORBIN PA

1524 mm (5'-0") DIA. REINFORCED CONCRETE CAISSON FOUNDATION 1524 mm (5'-0") DIA. REINFORCED CONCRETE CAISSON FOUNDATION

PLAN & SEC PROJECT DETAILS 1 PLAN & SEC DETAILS 1

Project number

SECTION DETAIL WHERE PRECAST. CONC. PANEL MEETS FDNT. WALL MEET PARAPET

Date

Drawn by

Project number Checked by Date Drawn by Checked by Scale

A.8.0

27

PORTFOLIO | ORLANDO MOREIRA

4 SURREY-MAJESTIC HOMES First Year Studio 2022

Design: Individual State: Completed Model: Revit/Lumion Plans: AutoCAD

This project aimed to create a detached, two-story small house with high-quality finishing. The design incorporated contrasting flat roof and wall jogs, adding to its visual complexity.

Additionally, the project met the requirements set forth in Part 9 of the Ontario Building Code and the zoning bylaws in Toronto.

BUBBLE DIAGRAM

28

SURREY-MAJESTIC HOMES | ACADEMIC WORKS

29

PORTFOLIO | ORLANDO MOREIRA

DIAGRAM

0

30

5

10

15 meters

SURREY-MAJESTIC HOMES | ACADEMIC WORKS

31

PORTFOLIO | ORLANDO MOREIRA

2

9

3

1

5 4

NORTH

FIRST FLOOR PLAN

2

5 3

NORTH

SECOND FLOOR PLAN 32

4

SURREY-MAJESTIC HOMES | ACADEMIC WORKS

1. ENTRY 2. CLOSET

7

3. POWDER ROOM 4. LIVING ROOM 5. DINING ROOM 6. KITCHEN

5

7. FAMILY ROOM 8. DECK 9. PORCH 8 6

0

1

2

3 meters

NORTH

1. HALLWAY 2. PRIMARY BEDROOM

8

3. ENSUITE WASHROOM 4. WALK-IN CLOSET

1

5. WASHROOM 6. LAUNDRY ROOM 7. BEDROOM 1 8. BEDROOM 2 6 7

0

1

2

3 meters

33

PORTFOLIO | ORLANDO MOREIRA

5 CONTAINER HOUSE First Year Visual Communication 2021

Design: Individual State: Completed Model: SketchUP/Lumion

The container house offers a tranquil and comfortable abode for those who seek respite within its walls. With an abundance of natural light and effortless access to the surrounding landscape, this edifice fosters a deep sense of connectedness with the environment. The building’s uncomplicated yet intuitive design thoughtfully arranges the interior space in a practical and efficient manner, prioritizing functionality and ease of use

34

CONTAINER HOUSE | ACADEMIC WORKS

35

PORTFOLIO | ORLANDO MOREIRA

INTERIOR VISUALIZATION

36

CONTAINER HOUSE | ACADEMIC WORKS

The building is thoughtfully placed to take advantage of the landscape, with large windows and doors that allow occupants to enjoy the view and experience the outdoors from the comfort of their new home.

37

PORTFOLIO | ORLANDO MOREIRA

PROFESSIONAL PROJECTS RENDERINGS

Design: Individual

The project was executed in accordance with the

State: Completed

client’s specifications and product specifications. To

Model: Sketchup/Lumion

ensure that potential buyers have sufficient informa-

Post-Production: Photoshop

tion, the product was showcased in various scenarios

LIVING ROOM VIEW - DAYLIGHT

LIVING ROOM VIEW - EVENING 38

PROFESSIONAL PROJECTS | ACADEMIC WORKS

BEDROOM FRONT VIEW

KITCHEN SIDE VIEW

KITCHEN FRONT VIEW 39

PORTFOLIO | ORLANDO MOREIRA

PERSONAL PROJECTS SKETCHES

EXTERIOR VIEW, HEYDAR ALIYEV CULTURAL CENTER

40

ACADEMIC WORKS

ABSOLUTE AVE. VIEW, ABSOLUTE WORLD

WIND FLUID DESIGN FOR STEADIER BUILDING

HELICOIDAL TYPE STRUCTURE WITH UPWARD MOVIMENT

MAIN LOBBY ABSOLUTE WORLD

41

ORLANDO MOREIRA

ACADEMIC WORKS 2023