Lucas Wihlidal Architectural Portfolio 2024

6
7
9
4
3
8
1
2
1397
815
P1a
15240
1-
A.302 ---
2
A.101
1-
A.301 ---
LEVEL 2
1 : 50
1397
815
1019
KITCHEN
4485 6694
3335 2487 4258
DINING
2216 2551
P1
P1
STAIR
12
PANTRY
11
P1
P1
14 R @ 192.9 mm
6552 4573 4116
09
1074 2447 1245
LIVING
10
2004
1019 662
5442
1019
739
1397
A.203 -
1-
1
A.101
1-
A.301 ---
LEVEL 1
1 : 50
A.201 - 2-
5442
1397
2648
MEDIA ROOM
07
P1
P1
P1
POWDER
05
03
P2
5 LAUNDRY /
08
06
STORAGE
04
MUDROOM
MECH ROOM
P1 14 R @ 192.9 mm
1-
P1
A.202 -
P2
P2
GARAGE
2335 6275
4350 1274 1980 2588 3158
846 813
ENTRY
960
EQ
1820 1872 1074
15240
1820
EQ
1243 1424
2781
1-
A.302 ---
01
EXTENT OF FLOOR ABOVE
EQ
EQ
02
180 1805 662 2134 662
1-
A.201 -
14140 920 180
Lucas Wihlidal
Architectural Portfolio 2024

About
My name is Lucas Wihlidal, I am a second year student in the Architectural
Technology program at George Brown College. Over the past year and a half I have
been honing my design skills in several computer programs including: AutoCAD,
Revit, and SketchUp. I have also been developing my skills in creative programs
such as Adobe photoshop and InDesign to further enhance the visual appeal of my
architectural drawings. While at George Brown I have been studying the Ontario
Building Code and basic building engineering principles to help further inform my
design decisions. This portfolio contains a portion of my selected works to date, if
you have any questions upon further review please feel free to contact me at any
time!
2

Education
George Brown College - Diploma of Architectural Technology
September 2022 - Present (currently finnished 4th semester)
-Developing skills in software programs such as; AutoCAD, Revit, and SketchUp.
-Studying and interpreting the Ontario Building Code.
-Studying and practicing the design and preperation of working drawings for commercial, residential, and
mixed-use buildings.
Work Experience
Spirit Window cleaning
(May 2023 - September 2023)
Job Title: Window Cleaner
Duties: Cleaning both commercial and residential windows, paying extreme attention to detail and ensuring
total customer satisfaction.
Bayshore Property Management
(2021 - 2022)
Job Title: Maintenance Worker
Duties: Renovating apartments, welding, installing air conditioners, gardening, tree removal, and other
property maintenance.
Skills
AutoCAD
Revit
SketchUp
Photoshop
InDesign
Additional Skills
-Model Building
-Microsoft Word, Excel, & Powerpoint
-Hand Sketching
-Building Code Analysis
Contact Information
Phone: (705) 345-1821
Email: Lucas.wihlidal@georgebrown.ca
Address: 12 London St. Toronto ON.
M6G 1M9
3

2
A.101
LEVEL 2
1 : 50
Table Of Contents
1-
A.301 ---
1397
815
DINING
9
85 3335 2487 4258
6694
2216 2
KITCHEN
8
P1
STAIR
12
09
PANTRY
11
14 R @ 192.9 mm
P1
P1
1074 2447 1245
LIVING
10
2004
1019 662
5442
Pages 6 - 9
The Hillcrest
Community School
Art Studio
1397
6552 4573 4116
A.203 -
1-
739
1019
4
Pages 10 - 19
Townhouse
Construction
Drawings
Pages 20 - 23
Massing & Shadow
Study
Pages 24 - 31
Twirling Villa
1
A.101
LEVEL 1
1 : 50
1-
A.301 ---
A.201 - 2-
WALK-IN
CLOSET
5.
1397
5442
2648
FAMILY
ROOM
GUEST
BATHROOM
MEDIA ROOM
6
P1
07
P1
P1
POWDER
08
5 LAUNDRY /
STORAGE
7
05
P2
1-
A.202 -
MECH ROOM
4
MUDROOM
4350 1274 1980 2588 3158
BEDROOM 1
1820 1872 1074
17.
17.
P1 14 R @ 192.9 mm
846 813
06
04
P1
3
15240
P2
03
2335 6275
1243 1424
2781
P2
960
ENTRY
1
GARAGE
14140 920 180
4.
DIGITAL MEDIA
ROOM
POWDER
ROOM
1820
2
EQ
PRIMARY
BEDROOM
12
REC. ROOM
EQ
01
1-
A.302 ---
9.
5
LIVING
ROOM
02
EQ
EQ
EXTENT OF FLOOR ABOVE
180 1805 662 2134 662
1-
A.201 -
TOP OF PLATE
TOP OF WINDOW
FIN. SECOND
FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
200 2000 2000
3200 3200 2800

Pages 32 - 39
ACME Cosmetics
Warehouse
Pages 40 - 43
Hand Drawings
Pages 44 - 49
Rolls-Royce Car
Dealership
Pages 50 - 55
Mixed-Use
Commercial
Building
5

6
The Hillcrest Community
School Art Studio

Objective
When approaching the design of the Hillcrest Community
School Art Studio my goal was to create a space that promotes
the health and well-being of the community as a whole. By
taking plenty of inspiration from the Diogene project by Renzo
Piano, I knew I wanted to acheive a design that was simple in
shape and effective with its intentions. The space should feel like
it is perfectly serving the occupants’ needs, while also inviting
them to explore the importance of eco-concious living practices.
This aim was acheived by focusing intensely on sustainability
throughout the entire design process. Environmentally friendly
solutions for providing water and energy to the building were
thoroughly explored before any design work took place. As the
building developed I made a concious effort to always keep these
solutions at the forefront, and considered them first and foremost
when making design decisions. The end result is a building that
is highly aware of its resposibility to the environment it exists
within. By utilizing recycled materials, non-destructive energy
and water systems, and building automation technology, the
Hillcrest Community School Art Studio stands as a testament to
the community, and a reminder of our resonsibility to respect our
environment, to respect each other, and to respect ourselves.
Project Info.
Year: 2023
Class: Architectural Technology & Studio 3
Programs Used: Revit, V-Ray
Site Plan
*not to scale*
1 3D View 4 Lucas Wihlidal
PROPOSED SITE PLAN
1. PROPOSED SITE PLAN 1
PROJECT 2 - WEEK 13 - PRELIMINARY 1" = 30'-0" DRAWINGS
Lucas Wihlidal
8. 3D VIEW 2
PROJECT 2 - WEEK 13 - PRELIMINARY DRAWINGS
Lucas Wihlidal
9. 3D CROSS SECTION
PROJECT 2 - WEEK 13 - PRELIMINARY DRAWINGS
7

Elevations
*not to scale*
5 PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION
5 PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION
6 6
1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
East
West
5&6 PROPOSED EAST/WEST ELEVATIONS5&6 PROPOSED EAST/WEST ELEVATIONS
PROJECT 2 - WEEK 13 - PRELIMINARY DRAWINGS PROJECT 2 - WEEK 13 - PRELIMINARY DRAWINGS
Lucas Wihlidal
Lucas Wihlidal
North
3 PROPOSED NORTH ELEVATION 1/4" = 1'-0"
Lucas Wihlidal
PROPOSED SOUTH ELEVATION
4
1/4" = 1'-0"
South
8
3. PROPOSED NORTH ELEVATION
PROJECT 2 - WEEK 13 - PRELIMINARY DRAWINGS
Lucas Wihlidal
4. PROPOSED SOUTH ELEVATION
PROJECT 2 - WEEK 13 - PRELIMINARY DRAWINGS

Floor Plan
*not to scale*
9

10
Townhouse
Construction
Drawings

Objective
For this project the objective was to
produce a set of working construction drawings
for a three storey townhouse. The concept
and reference drawings for the townhouse were
already provided, and my task was to model the
building in Revit, and produce a set of working
construction drawings for the building. This
project provided an excellent opportunity for
me to dive deeper into Revit and develop my
skills. While working on this project I was able
to practice some more advanced techniques in
building information modeling such as designing
walls by stacking material layers, and creating
schedules corresponding to building elements.
At the culmination of this project I found that I
had dramatically developed my skills in Revit
and I had gained a much deeper understanding of
residential design principles.
Site Plan
*not to scale*
Project Info.
Year: 2023
Class: Digital Practices For Architecture 1
SITE PLAN
A.100 1 : 200
Programs Used: Revit
1
11

Floor Plans
*not to scale*
1-
A.302 ---
15240
662
1-
A.301 ---
1397
815
1019
815
1397
KITCHEN
8
P1
4485 3335 2487 4258
DINING
9
6694
2216 2551
P1a
P1
P1
09
STAIR
12
PANTRY
11
P1
14 R @ 192.9 mm
1074 2447 1245
LIVING
10
739
1019
2004
1019
5442
6552 4573 4116
2
A.101
LEVEL 2
1 : 50
A.203 -
1-
1-
A.302 ---
15240
5442
A.201 - 2-
1-
A.301 ---
1397
2648
1397
MEDIA ROOM
6
1820 1872 1074
P1
07
P1
P1
P2
2335 6275
POWDER
5 LAUNDRY /
MECH ROOM
4
P2
P2
P1
05
08
846 813
06
STORAGE
7
04
MUDROOM
3
P1
03
14 R @ 192.9 mm
GARAGE
2
4350 1274 1980 2588 3158
1243 1424
2781
960
ENTRY
1
1820
EQ
EQ
01
EQ
EQ
02
EXTENT OF FLOOR ABOVE
180 1805 662 2134 662
1-
A.201 -
14140 920 180
1-
A.202 -
1
A.101
LEVEL 1
1 : 50
12

Floor Plans Cont...
*not to scale*
1-
A.302 ---
550
1-
2326 2379 P1 1360 2962 1686 3343
P2a
ROOFTOP
TERRACE
30
3818 1400
23
SL. ABV
SL. ABV
STUDIO
29
2522 2244
22
POWDER
28
P1
20
P2
1074 1448
SL. ABV
FOYER
24
MASTER
ENSUITE
27
P1
1977
18
P1
STAIR
23
WIC
26
SL. ABV
MASTER
BEDROOM
25
960 1373 2240 P1
4143 560
14 R @ 192.9 mm
21
P1
P1
19
1074 1448 2244
P1
SL. ABV
757 1996 2014
462
1524
462 445 1019
5218
A.301 ---
757
4114
8576
560
2
A.102
LEVEL 4
1 : 50
1-
A.302 ---
610
550
1-
A.301 ---
3119 815 1285
BEDROOM #1
20
P2a
CL 15
17
P2a
P1
P1
5620 1739 762 762 2155 2459
P1
16
P1
3322
WIC
21
12
ENSUITE
19
P1
LINEN
14
STAIR
22
ENSUITE
18
3463 2157 1739 224 1220 2349
1330
13 P1
17
CIRCULATION
13
P1
10
960 1330 572 1524
14 R @ 192.9 mm
P1
11
CL
16
P1
P1
14
BEDROOM #2
15
960 3613 960 724 2459 560
1450 2046 1271
757 1996 2014
1219
1524
907
1019
757 2448 2014
5218
6440
4573
4004
560
15576
1
A.102
LEVEL 3
1 : 50
13

Roof Plan
*not to scale*
1-
A.302 ---
1-
A.301 ---
FLAT ROOF
677 x 1287
677 x 1287
929 2909 929
677 x 1287
1155
7:12 7:12
x 677 1287 x 677 1287
1155 2909 1155
560
FLAT ROOF
757 2448 2014
2326 3357 4667 4667
1
A.103
ROOF PLAN
1 : 50
Scheduling
By extensive use of scheduling
in this project I had the opportunity to
advance my skills and familiarity with
the scheduling tool in Revit. I was also
able to gain a deeper understanding
of how schedules, tags, and families
interact in Revit.
Room Schedule
Number Name Level Area
m²
LV 1 1 ENTRY 12
LV 1 2 GARAGE 17 m²
LV 1 3 MUDROOM 3 m²
LV 1 4 LAUNDRY / MECH 3 m²
ROOM
LV 1 5 POWDER 2 m²
LV 1 6 MEDIA ROOM 24 m²
LV 1 7 STORAGE 2 m²
LV 2 8 KITCHEN 8 m²
LV 2 9 DINING 34 m²
LV 2 10 LIVING 20 m²
LV 2 11 PANTRY 3 m²
LV 2 12 STAIR 3 m²
LV 3 13 CIRCULATION 9 m²
LV 3 14 LINEN 1 m²
LV 3 15 BEDROOM #2 14 m²
LV 3 16 CL 1 m²
LV 3 17 CL 1 m²
LV 3 18 ENSUITE 6 m²
LV 3 19 ENSUITE 5 m²
LV 3 20 BEDROOM #1 24 m²
LV 3 21 WIC 3 m²
LV 3 22 STAIR 3 m²
LV 4 23 STAIR 3 m²
LV 4 24 FOYER 4 m²
LV 4 25 MASTER BEDROOM 22 m²
LV 4 26 WIC 4 m²
LV 4 27 MASTER ENSUITE 6 m²
LV 4 28 POWDER 3 m²
LV 4 29 STUDIO 14 m²
LV 4 30 ROOFTOP TERRACE 12 m²
Door Schedule
Mark Width Level Height
GARAGE
2134 2591
02
LEVEL
GARAGE 03 813 2134
LEVEL
GARAGE 04 1829 2134
LEVEL
LV 1 01 914 2134
LV 1 05 813 2134
LV 1 06 1524 1524
LV 1 07 711 2134
LV 1 08 813 2134
LV 2 09 711 2134
LV 3 10 1220 2134
LV 3 11 762 2134
LV 3 12 762 2134
LV 3 13 762 2134
LV 3 14 1220 2134
LV 3 15 914 2134
LV 3 16 711 2134
LV 3 17 762 2134
LV 4 18 762 2134
LV 4 19 762 2134
LV 4 20 762 1829
LV 4 21 813 2134
LV 4 22 762 1829
LV 4 23 914 2134
Window Schedule
Level Width Height
610 LV 1 610
LV 1 610 610
LV 2 1019 1524
LV 2 1019 1524
LV 2 610 1524
LV 2 610 1830
LV 2 610 1830
LV 2 1019 1524
LV 2 1019 1524
LV 2 610 1524
LV 3 610 1830
LV 3 610 1830
LV 3 1019 1524
LV 3 610 1524
LV 3 1019 1524
LV 4 1019 1524
LV 4 610 1830
LV 4 677 1287
LV 4 677 1287
LV 4 677 1287
LV 4 677 1287
LV 4 677 1287
14

x
Elevations
*not to scale*
1-
A.301 ---
1-
A.301 ---
T/O RIDGE
13332
T/O RIDGE
13332
677 x 1287
610 x 1524
610 x 1524
610 x 610
1019 x 1524
1019 x 1524
W1
1019 x 1524
W2
W2
610 x 1524
610 x 610
610 x 1830
610 1830
400 2700 2700 2700 2500 2732
13332
T/0 PLATE
10600
LV 4
8100
LV 3
5400
LV 2
2700
LV 1
0
GARAGE LEVEL
-400
13332
2700 2700 2700 2500 2732
400
01
677 x 1287
1019 x 1524
W1
W1
W2a
02
W2
677 x 1287
x 1019 1524 x 1019 1524 x 1019 1524
T/0 PLATE
10600
LV 4
8100
LV 3
5400
LV 2
2700
LV 1
0
GARAGE LEVEL
-400
T/O FOUNDATION
-1220
T/O FOUNDATION
-1220
2
REAR ELEVATION
1
FRONT ELEVATION
A.201
1 : 50
A.201
1 : 50
15

Elevations Cont...
*not to scale*
1-
A.302 ---
T/O RIDGE
13332
1100
x 610 1830 x 610 1830
610 x 1830
W2
W2
W1
W1
610 x 1830
610 x 1830
2462 2700
2700 2700 2700 2500 2732
13332
T/0 PLATE
10600
LV 4
8100
LV 3
5400
LV 2
2700
LV 1
0
GARAGE LEVEL
-400
T/O FOUNDATION
-1220
1
A.202
EXTERIOR SIDE ELEVATION
1 : 50
16

Elevations Cont...
*not to scale*
1-
A.302 ---
T/O RIDGE
13332
W2
W2
W1
2700 2700 2700 2500 2732
T/0 PLATE
10600
LV 4
8100
LV 3
5400
LV 2
2700
LV 1
0
GARAGE LEVEL
-400
T/O FOUNDATION
-1220
1
A.203
INTERIOR SIDE ELEVATION
1 : 50
17

Cross-Sections
*not to scale*
-
---
1
A.302
T/O RIDGE
13332
R1
R2
T/0 PLATE
10600
ROOFTOP
TERRACE
30
STUDIO
29
FOYER
24
STAIR
23
MASTER
BEDROOM
25
FL2
LV 4
8100
CL
16
BEDROOM #1
20
WIC
21
STAIR
22
CIRCULATION
13
BEDROOM #2
15
FL2
LV 3
5400
DINING
9
LIVING
10
STAIR
12
FL2
LV 2
2700
MEDIA ROOM
6
STORAGE
7
ENTRY
1
FL1
LV 1
0
GARAGE LEVEL
-400
T/O FOUNDATION
-1220
1
A.301
EAST-WEST SECTION
1 : 50
18

Cross-Sections Cont...
*not to scale*
1-
A.301 ---
T/O RIDGE
13332
R1
T/0 PLATE
10600
MASTER
BEDROOM
25
FL2
LV 4
8100
W2
BEDROOM #2
15
W2
FL2
LV 3
5400
W1
W1
LIVING
10
FL2
LV 2
2700
GARAGE
2
ENTRY
1
FL1
FL1
LV 1
0
GARAGE LEVEL
-400
T/O FOUNDATION
-1220
1
A.302
NORTH-SOUTH SECTION
1 : 50
19

Massing & Shadow
Study
Project Info.
Year: 2024
Class: Digital Practices For Architecture 2
Programs Used: AutoCAD, Revit
20

Objective
The objective of this assignment was
to create a simple massing study based on the
mixed residential/commercial block surrounding
the George Brown Casa Loma campus.
This assignment provided an excellent
opportunity for me to practice transfering and
scaling files between AutoCAD and Revit. It also
was a great way to get more experience using
the massing tool in Revit to recreate the general
outline of a common city block.
In addition to massing, I also set the
project location to Toronto, Ontario, and was
able to develop a preliminary shadow study
based on the trajectory of the sun at any given
point during the day.
21

22

One of the most useful parts of this assignment was learning how to use the sun path
settings to be able to mimic the location of the sun at any given time. For example, I was able
to model what the shadows in this particular city block would look like on a Spring afternoon
in April, and compare them to a Fall morning in October (pictured above). This is an extremely
useful tool to use for making design decisions such as where to place windows, or how to align a
front entrance.
23

Twirling Villa
Project Info.
Year: 2023
Class: Architectural Technology & Studio 2
Programs Used: AutoCAD, SketchUp
Objective
The aim of this project was to design and
develop a set of working construction drawings for
a two storey residential home. After being assigned
a particular lot and a list of client preferences, I
worked with a partner to establish a spatial analysis
diagram. From there we developed prliminary
floor plans and elevations to present to the client for
approval. Once approved, we performed a building
code analysis as per Part 9 of the Ontario Building
Code, and developed the designs into a full set of
working construction drawings, including; construction
notes, site plan, floor plans, elevations,
cross-sections, and wall sections.
Being the first large project where our group
was tasked with designing all aspects of the building
and developing construction drawings, this was
a huge learning experience. I learned a ton about
how to apply the OBC to ensure a design will be approved
for permit. Also during this project I gained a
ton of experience transferring files between Autocad
and SketchUp.
24

280
200 80 200
5.
6.
12.
13.
16.
16.
16.
200
17.
34.
17.
D.J.
D.J.
1
A 12
2400 X2400
S.B.
4 - 38 x 184 SPF#2
2900 X 5200
S.B.
S.B.
S.B.
S.B.
6860
2600 3700
2400
38mm X 140mm SPF# 1& 2 @ 400mm OC
W/ STRAPPING
17.
3300
2B
10.
15.
34.
26.
1450 1450
34.
200
16.
4.
16.
34.
14.
34.
38mm X 140mm SPF# 1& 2
@ 600mm OC W/ STRAPPING
200
S.B.
S.B.
6580
S.B.
S.B.
3300
3300 X 3700
38mm X 184mm SPF# 1& 2 @ 300mm OC W/ STRAPPING
14.
7.
2.
34.
34.
2.
2.
34.
32.
4.
2000 X 3570
2800 X 1500
2800 X 1980
2800
3000
2D
38mm X 140mm SPF# 1& 2 @ 300mm OC
W/ STRAPPING
4.
38mm X 140mm SPF# 1& 2 @ 300mm OC
W/ STRAPPING
280
200 80 200
22.
280
1
A 11
200 80 200
Construction Notes
*not to scale*
Floor Plans
*not to scale*
200
17250
1450 12900 2900
12500
2700
75 200
200
34.
38mm X 235mm SPF# 1& 2
@ 400mm OC W/ STRAPPING
34. 38mm X 140mm SPF# 1& 2
@ 600mm OC W/ STRAPPING
D.J. 17.
GUEST BATH
REC. ROOM
UNEXCAVATED
17. W200 x 21
UP
16R
4 - 38 x 184
17.
SPF#2 17.
3 - 38 x 184
SPF#2
17.
GUEST BDRM
DIGITAL MEDIA
ROOM
LAUNDRY ROOM
MECHANICAL
ROOM
UNEXCAVATED
JCT.
BOX
HWT
FURN
L1
1400
11300
1450 1500 12700 1600
17250
1
A3
BASEMENT FLOOR PLAN
SCALE: 1:75
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
CONSTRUCTION
NOTES
A1
DRAWING NO.
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
BASEMENT PLAN
A3
DRAWING NO.
25

280
252
S.B.
S.B.
252
17.
2400 X 2560
D.J.
1575 X 1785
D.J.
1
A 12
S.B.
S.B.
17.
1210 X 435
2900 X 3700
6860 X 1800
S.B.
S.B.
S.B.
S.B.
6860
2600 3700
1048 1300
34. 38mm X 140mm SPF# 1& 2 @ 600mm OC
W/ STRAPPING
10.
26.
2B
2796
3300
4.
34.
252
34.
38mm X 140mm
SPF# 1& 2 @
600mm OC
W/ STRAPPING
38mm X 140mm
SPF# 1& 2 @
300mm OC
W/ STRAPPING
2D
2E
34.
34.
38mm X 140mm SPF# 1& 2 @ 300mm OC
W/ STRAPPING
252
4.
S.B.
S.B.
6580
1598 1598
38mm X 184mm SPF# 1& 2 @ 400mm OC W/ STRAPPING
1540
3300 X 3860
D.W.
4300 X 4600
1600 X 1630
2855 X 2055
34.
38mm X 140mm SPF# 1& 2 @ 300mm OC
W/ STRAPPING
3400 X 3100
3000
1208
STOVE
34.
38mm X 184mm SPF# 1& 2 @ 400mm OC W/ STRAPPING
17.
1B
1.
31.
36A.
FRIDGE
252
252
280
2.
STOVE HOOD
FAN VENTED
TO EXTERIOR
280
1
A 11
252
S.B.
S.B.
S.B.
252
S.B.
1435 X 2350 1435 X 2350
2890 X 2840
1100 X 1200
S.B.
3900 X 3700
1
A 12
S.B.
S.B.
S.B.
6300
918 5383
115
115
1383
1200
1485
34.
10.
4.
34.
4.
34.
38mm X 140mm SPF# 1& 2 @ 300mm
OC W/ STRAPPING
34.
2D
38mm X 184mm SPF# 1& 2 @ 600mm
OC W/ STRAPPING
2E
2F
2867
2B
2.
11.
2.
2800 X 2350
S.B.
S.B.
S.B.
S.B.
S.B.
S.B.
2500 X 4500
2890 X 2840
1321 2243 2736
4.
115
6300
26.
1451
115
1383
S.B.
34.
38mm X 184mm SPF# 1& 2 @ 600mm
OC W/ STRAPPING
34.
34.
38mm X 184mm SPF# 1& 2 @
400mm OC W/ STRAPPING
2B
2B
2.
4.
2C
4.
115
26.
2D
38.
1300 X 2600
1248
252
S.B.
S.B.
S.B.
252
2.
2.
1
A 11
Floor Plan Cont...
*not to scale*
Floor Plans Cont...
*not to scale*
DOWN
2R
BACK DECK
1600
1. 9.
17250
1450 12700 3100
3648
2200 2850 3498
252
200
252
FAMILY ROOM
POWDER
ROOM
L1
L3
UP
16R
DOWN
16R
PANTRY
17.
W250 x 39
D.J.
17.
LIVING ROOM
21.
3 - 38 x 184
SPF#2
DOWN
2R
L2
DINING ROOM
KITCHEN
MUD ROOM
BREAKFAST
NOOK
L1
FRONT PORCH
L3
252
252
12196
10550 1950
200
200
2950
12300
17250
14200
4795
2913
2845
2213
252
115
200 300 115
200
252
25.
L1
W.I.C.
BEDROOM 1 BEDROOM 2
LINEN
CLOSET
PRIMARY
BEDROOM
34.
38mm X 140mm SPF# 1& 2
@ 400mm OC W/ STRAPPING
BATHROOM
DOWN
16R
34.
38mm X 286mm SPF# 1& 2
@ 300mm OC W/ STRAPPING
L1
L1
PRIMARY
BATHROOM
W.I.C.
W.I.C.
200
200 300 115
200
252
252
2545
5078
2845
2213
11035 3165
14200
DOWN
2R
1
A4
FIRST FLOOR PLAN
SCALE: 1:75
1
A5
SECOND FLOOR PLAN
SCALE: 1:75
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
FIRST FLOOR
PLAN
A4
DRAWING NO.
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
SECOND FLOOR
PLAN
A5
DRAWING NO.
26

34.
38mm X 140mm SPF# 1& 2 @ 300mm
OC W/ STRAPPING
34.
34.
38mm X 184mm SPF# 1& 2 @ 600mm
OC W/ STRAPPING
1
A 12
34.
38mm X 184mm SPF# 1& 2 @ 600mm
OC W/ STRAPPING
34.
34.
38mm X 184mm SPF# 1& 2 @
400mm OC W/ STRAPPING
1
A 10
2700
X
1100
1000
X
1100
2.
44.
7.
1000
X
1100
950 X
2000
12
5
TOP OF PLATE
TOP OF WINDOW
FIN. SECOND FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
TOP OF BASEMENT SLAB
Roof Plan
*not to scale*
Elevations
*not to scale*
34.
34.
38mm X 140mm SPF# 1& 2
@ 400mm OC W/ STRAPPING
ASPHALT SHINGLES
38mm X 286mm SPF# 1& 2
@ 300mm OC W/ STRAPPING
400 2000 2000
3200 3200 2800
POURED CONCRETE FDN
WALLS & FOOTING
1
A6
ROOF PLAN
SCALE: 1:75
1
A7
FRONT ELEVATION
SCALE: 1:75
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
ROOF PLAN
A6
DRAWING NO.
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
FRONT
ELEVATION
A7
DRAWING NO.
27

PREFINISHED
ALUM. RWL AND GUTTER
ON PREFIN FASCIA
BOARD & VENTED
SOFFIT (TYP.)
6 INCH
COMPOSITE
SIDING (TYP.)
800
X
2000
2.
44.
7.
12
1000
X
1100
1000
X
1100
5
TOP OF PLATE
TOP OF WINDOW
FIN. SECOND FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
TOP OF BASEMENT SLAB
900
X
1100
12
1000
X
1100
5
2700
X
1100
900 x 300
TOP OF PLATE
TOP OF WINDOW
FIN. SECOND
FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
TOP OF BASEMENT SLAB
Elevations Cont...
*not to scale*
Elevations Cont...
*not to scale*
400 2000 2000
3200 3200 2800
UNPROTECTED OPENING - ALLOWABLE 7%
WALL AREA - 80.73 m2
WINDOW AREA - 3.01 m2
PERECENTAGE - 3.73%
400
2000
2000
3200 3200 2800
1
A8
REAR ELEVATION
SCALE: 1:75
1
A9
RIGHT ELEVATION
SCALE: 1:75
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
REAR
ELEVATION
A8
DRAWING NO.
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
RIGHT
ELEVATION
A9
DRAWING NO.
28

12
5
TOP OF PLATE
TOP OF WINDOW
FIN. SECOND
FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
TOP OF BASEMENT SLAB
6.
5.
17.
10.
7.
34.
11.
4.
12
9.
5
12.
13.
2.
TOP OF PLATE
TOP OF WINDOW/DOOR
FIN. SECOND FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
TOP OF BASEMENT SLAB
Elevations Cont...
*not to scale*
Cross-Sections
*not to scale*
400 2000
2000
3200 3200 2800
KITCHEN
PRIMARY
BATHROOM
DIGITAL MEDIA
ROOM
400 2000 2000
3200 3200 2800
1
A10
LEFT ELEVATION
SCALE: 1:75
1
A11
LATITUDINAL CROSS-SECTION
SCALE: 1:75
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
LEFT
ELEVATION
A10
DRAWING NO.
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
LATITUDINAL
CROSS-SECTION
A11
DRAWING NO.
29

5.
6.
17.
17.
4.
7.
12
9.
5
TOP OF PLATE
TOP OF WINDOW
FIN. SECOND
FLOOR
TOP OF WINDOW/DOOR
FIN. GROUND FLOOR
TOP OF BASEMENT SLAB
Cross Sections Cont...
*not to scale*
Wall Section & Details
*not to scale*
12
5
ASPHALT ROOFING SHINGLES
ON 1/2 in PLYWOOD SHEATHING
APPROVED ROOF TRUSSES OR RAFTERS
USE C/W H CUPS IF 24" SPACING.
RSI 7.0 (R-60) BATT INSULATION
6 mil POLYETHYLENE VB
1/2 in GYPSUM BOARD
EAVES PROTECTION TO EXTEND
MIN. 300 mm (12 in.) BEYOND
INSIDE FACE TO EXTERIOR WALL
U/S CEILING
BLOWN INSULATION TO MAINTIAN
THE MIN. THICKNESS OF ROOF
INSULATION EQUAL TO THE VALUE OF
WALL INSULATION OVER EXTERIOR WALL
PERFORMED VENTILATION SPACER
RAISED HEEL TRUSS
PREFINISHED
FASCIA
LOW EXPANSION
POLYURETHANE
FOAM SEALANT
WINDOW FRAME (AB)
PERFORATED ALUMINUM SOFFIT
SIDING WALL
6" SIDING OVER 1 in. AIR SPACE
1" x 2" STRAPPING @ 16" C/C ON TYVEK
MOISTURE BARRIER
3/8 in. OSB SHEATHING ON
2 X 6 in WOOD STUDS @ 16" O/C
R24 WALL INSULATION
CONTINUOUS 6 mil POLYETHYLENE VB
CONTINUOUS AIR BARRIER
1/2 in. GYPSUM BOARD
SEALANT
SEALANT C/W BACKER ROD
PRECAST CONCRETE SILL
C/W DRIP EDGE
FLEXIBLE FLASHING
EXTENDING 8" BEYOND
WINDOW OPENING ON
EACH SIDE
ROOF DETAIL SCALE: 1:75 WINDOW DETAIL SCALE: 1:75
SEALANT
WALK-IN
CLOSET
FAMILY
ROOM
GUEST
BATHROOM
BEDROOM 1
POWDER
ROOM
DIGITAL MEDIA
ROOM
PRIMARY
BEDROOM
LIVING
ROOM
REC. ROOM
200 2000 2000
3200 3200 2800
2ND FLOOR
U/S CEILING
MAIN FLOOR
U/S CEILING
5/8" T & G PLYWOOD
SHEATHING
MOISTURE BARRIER AROUND HEADER
BATT INSULATION IN POLYETHYLENE
PILLOW, FRICTION-FIT IN PLACE (VR)
GALAVINIZED BRICK TIE NAILED
INTO STUD
SEALANT
DOUBLE PLATES
HEADER DETAIL SCALE: 1:75
SIDING WALL
6" SIDING OVER 1 in. AIR SPACE
1" x 2" STRAPPING
@ 16" C/C ON TYVEK
SEALANT
MOISTURE BARRIER
3/8 in. OSB SHEATHING ON
BATT INSULATION IN
2X6 in. WOOD STUDS @ 16" O/C
POLYETHYLENE PILLOW.
R24 WALL INSULATION
FRICTION FIT IN PLACE
6 mil POLYETHYLENE VB
CONTINUOUS AIR BARRIER
1/2 in. GYPSUM BOARD
MOISTURE BARRIER AROUND HEADER
WEEPHOLES AT 600 MM (24 in.) O/C
GALVINIZED FLASHING WITH DRIP EDGE
WOOD SILL PLATE FASENENED TO
FOUNDATION WALL W/ 12" DIAMETER
ANCHOR BOLTS EMBEDDED 4" MIN.
IN CONC. @ 7"-10" O/C MAX WITH
CAULKING OR GASKET BETWEEN
PLATE AND FOUNDATION WALL
MOULDED PLASTIC DRAINAGE LAYER
BITUMINOUS DAMPPROOFING
8" POURED CONC. FOUNDATION WALL
6 mil POLYETHYLENE VB UPTO GRADE
2"X4" STUDS AT 24" O.C.
R12 FIBERGLASS INSULATION
6 mil POLYETHYLENE VB
1/2" GYPSUM BOARD
SILL DETAIL SCALE: 1:75
8" MIN.
SLOPE GRADE AWAY FROM BUILDING
THE CONTRACTOR MUST VERIFY AND ACCEPT
RESPONSIBILITY FOR ALL DIMENSIONS AND
CONDITIONS ON SITE AND MUST NOTIFY
THE ARCHITECT OF ANY VARIATIONS FROM
THE SUPPLIED INFORMATION. THE ARCHOTECT
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE SURVEY, STRUCTURAL, MECHANICAL,
ETC... ENGINEERING INFORMATION SHOWN ON
THESE DRAWINGS. REFER TO THE
ENGINEERING DRAWINGS BEFORE PROCEEDING
WITH THE WORK. CONSTRUCTION MUST
CONFORM TO ALL APPLICABLE CODES AND
REQUIREMENTS OF AUTHORITIES.
NOTES:
1
A12
LONGITUDINAL CROSS-SECTION
SCALE: 1:75
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
LONGITUDINAL
CROSS-SECTION
A12
DRAWING NO.
MOULDED PLASTIC DRAINAGE LAYER
BITUMINOUS DAMPPROOFING
8" POURED CONC. FOUNDATION WALL
6 mil POLYETHYLENE VB UPTO GRADE
2"X4" STUDS AT 24" O.C.
R12 FIBERGLASS INSULATION
6 mil POLYETHYLENE VB
1.2" GYPSUM BOARD
SEALANT
3" CONCRETE SLAB
UNDERSIDE POLYETHYLENE
10 mil POLYETHYLENE VB
VB BOND BREAK
R5 2" STROFOAM SM
INSULATION
DAMPPRROF COURSE
6" CRUSHED STONE
EXTEND DAMPPROOFING
TOP OF SLAB
UNDISTURBED SOIL
TO EDGE OF FOOTING
AND UNDER WALL
U/S FOOTING
4" DRAINAGE TILE WITH
6" CRUSHED STONE
CONCRETE FOOTING
WALL SECTION SCALE: 1:75 FOOTING DETAIL SCALE: 1:75
30

Sill Plate Detail
*not to scale*
Eaves Detail
*not to scale*
ASPHALT ROOFING SHINGLES
ON 1/2 in PLYWOOD SHEATHING
APPROVED ROOF TRUSSES OR RAFTERS
USE C/W H CUPS IF 24" SPACING.
RSI 7.0 (R-60) BATT INSULATION
6 mil POLYETHYLENE VB
1/2 in GYPSUM BOARD
EAVES PROTECTION TO EXTEND
MIN. 300 mm (12 in.) BEYOND
INSIDE FACE TO EXTERIOR WALL
BLOWN INSULATION TO MAINTIAN
THE MIN. THICKNESS OF ROOF
INSULATION EQUAL TO THE VALUE OF
WALL INSULATION OVER EXTERIOR WALL
PERFORMED VENTILATION SPACER
RAISED HEEL TRUSS
SEALANT
BATT INSULATION IN
POLYETHYLENE PILLOW.
FRICTION FIT IN PLACE
SIDING WALL
6" SIDING OVER 1 in. AIR SPACE
1" x 2" STRAPPING
@ 16" C/C ON TYVEK
MOISTURE BARRIER
3/8 in. OSB SHEATHING ON
2X6 in. WOOD STUDS @ 16" O/C
R24 WALL INSULATION
6 mil POLYETHYLENE VB
CONTINUOUS AIR BARRIER
1/2 in. GYPSUM BOARD
MOISTURE BARRIER AROUND HEADER
WEEPHOLES AT 600 MM (24 in.) O/C
GALVINIZED FLASHING WITH DRIP EDGE
PREFINISHED
FASCIA
PERFORATED ALUMINUM SOFFIT
SIDING WALL
6" SIDING OVER 1 in. AIR SPACE
1" x 2" STRAPPING @ 16" C/C ON TYVEK
MOISTURE BARRIER
3/8 in. OSB SHEATHING ON
2 X 6 in WOOD STUDS @ 16" O/C
R24 WALL INSULATION
CONTINUOUS 6 mil POLYETHYLENE VB
CONTINUOUS AIR BARRIER
1/2 in. GYPSUM BOARD
WOOD SILL PLATE FASENENED TO
FOUNDATION WALL W/ 12" DIAMETER
ANCHOR BOLTS EMBEDDED 4" MIN.
IN CONC. @ 7"-10" O/C MAX WITH
CAULKING OR GASKET BETWEEN
PLATE AND FOUNDATION WALL
8" MIN.
SLOPE GRADE AWAY FROM BUILDING
MOULDED PLASTIC DRAINAGE LAYER
BITUMINOUS DAMPPROOFING
8" POURED CONC. FOUNDATION WALL
6 mil POLYETHYLENE VB UPTO GRADE
2"X4" STUDS AT 24" O.C.
R12 FIBERGLASS INSULATION
6 mil POLYETHYLENE VB
1/2" GYPSUM BOARD
EAVES DETAIL SCALE: 1:75
SILL DETAIL SCALE: 1: 75
WALL SECTION SCALE: 1:75
WALL SECTION SCALE: 1:75
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
SILL PLATE
DETAIL
A14
DRAWING NO.
NOTES:
COMPANY LOGO
Cyclone
Designs
PROJECT:
PREPARED BY:
SCALE:
DATE:
TWIRLING VILLA
R.C & L.W
1:75
2023-04-17
DRAWING TITLE:
EAVES DETAIL
A15
DRAWING NO.
31

ACME Cosmetics Warehouse
Objective
The purpose of this project was to design and create a set of construction drawings for a steel frame
warehouse in Vaughn, Ontario. The site, a list of client requirements, and a general outline of the warehouse were
given, and my partner and I were tasked with designing the warehouse and to produce working drawings for it.
We began the project by completing a site plan fasibility study, utilizing the city of Vaughn Bylaw to
determine; lot coverage, setbacks, landscaping, and parking requirements. We then developed the drawings based
on client feedback until we got the layout just right. Next we cross referenced our warehouse with the Ontario
Building Code to ensure compliance and developed our layouts into a set of working construction drawings.
Project Info.
Year: 2024
Class: Architectural Technology &
Studio 4
Programs Used: SketchUp, Revit
In this section I have Included only the drawings completed by myself from the final drawing set.
32

1
1
A7.1
A5.0
1
A7.0
FIRST FLOOR CONSTRUCTION:
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE
W200x46 - 200mm x 200mm WIDE FLANGE
COLUMNS AROUND PERIMETER SUPPORTED
BY CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE CAISSON
FOUNDATIONS EXTENDING TO MIN. 3650mm
BELOW ESTABLISHED GRADE TO REST ON
UNDISTURBED SOIL (TYP.)
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR
300mm WIDE REINFORCED POURED
CONCRETE TRENCH WALL EXTENDING FROM
1220mm BELOW FINISHED GRADE TO MIN.
300mm (12") BELOW FINISHED GRADE
FIRST FLOOR CONSTRUCTION:
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE
W200x46 - 200mm x 200mm WIDE FLANGE
COLUMNS AROUND PERIMETER SUPPORTED
BY CAISSONS (TYP.)
200mm x 200mm HSS INTERNAL
COLUMNS SUPPORTED BY
CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE
CAISSON FOUNDATIONS EXTENDING
TO MIN. 3650mm BELOW ESTABLISHED
GRADE TO REST ON UNDISTURBED
SOIL (TYP.)
W200x46 - 200mm x 200mm WIDE FLANGE
COLUMNS AROUND PERIMETER SUPPORTED
BY CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE CAISSON
FOUNDATIONS EXTENDING TO MIN. 3650mm
BELOW ESTABLISHED GRADE TO REST ON
UNDISTURBED SOIL (TYP.)
910mm Ø REINFORCED CONCRETE CAISSON
FOUNDATIONS EXTENDING TO MIN. 3650mm
BELOW ESTABLISHED GRADE TO REST ON
UNDISTURBED SOIL (TYP.)
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR
200mm x 200mm HSS INTERNAL
COLUMNS SUPPORTED BY
CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE
CAISSON FOUNDATIONS EXTENDING
TO MIN. 3650mm BELOW ESTABLISHED
GRADE TO REST ON UNDISTURBED
SOIL (TYP.)
200mm x 200mm HSS INTERNAL
COLUMNS SUPPORTED BY
CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE
CAISSON FOUNDATIONS EXTENDING
TO MIN. 3650mm BELOW ESTABLISHED
GRADE TO REST ON UNDISTURBED
SOIL (TYP.)
300mm WIDE REINFORCED POURED CONCRETE
TRENCH WALL EXTENDING FROM 1220mm BELOW
FINISHED GRADE TO MIN. 300mm (12") BELOW
FINISHED GRADE
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR
2
A7.0
FIRST FLOOR CONSTRUCTION:
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE
200mm x 200mm HSS INTERNAL
COLUMNS SUPPORTED BY
CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE
CAISSON FOUNDATIONS EXTENDING
TO MIN. 3650mm BELOW ESTABLISHED
GRADE TO REST ON UNDISTURBED
SOIL (TYP.)
FIRST FLOOR CONSTRUCTION:
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE
300mm WIDE REINFORCED POURED CONCRETE
TRENCH WALL EXTENDING FROM 1220mm
BELOW FINISHED GRADE TO MIN. 300mm (12")
BELOW FINISHED GRADE
1
A5.1
MIN. 440mm DEEP REINFORCED POURED
CONCRETE PAD FOOTING FOR ELEVATOR
SHAFT
FLOOR SLAB BENEATH LOADBEARING
CONCRETE BLOCK WALLS TO BE DOUBLE
THICKNESS (440mm) REINFORCED POURED
CONCRETE EXTENDING TO MIN. 200mm ON
BOTH SIDES OF WALL ABOVE
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR
300mm WIDE REINFORCED POURED
CONCRETE TRENCH WALL EXTENDING FROM
1220mm BELOW FINISHED GRADE TO MIN.
300mm (12") BELOW FINISHED GRADE
W200x46 - 200mm x 200mm WIDE
FLANGE COLUMNS AROUND
PERIMETER SUPPORTED BY
CAISSONS (TYP.)
910mm Ø REINFORCED CONCRETE
CAISSON FOUNDATIONS EXTENDING
TO MIN. 3650mm BELOW ESTABLISHED
GRADE TO REST ON UNDISTURBED
SOIL (TYP.)
2
A7.1
Foundation Plan
*not to scale*
1
2
3
4
5
6
7
7.1
8
9
9.1
5.93
3.05
11.71 11.71 11.71 11.71 11.71 11.71 11.71 11.71
96.73
A
B
C
D
E
F
G
H
I
Ax
Bx
Bxx
Gx
6.72
3.05 2.35
3.05
9.04 9.04 9.04 9.04 9.04 9.04 9.04 12.09
75.37
11.36 49.57 11.39
0.40
0.40
0.40
0.40
0.40
76.19 20.54
0.40 0.50
0.40 0.40
0.50
0.40
0.40
57.88 17.49
75.37
9.04 9.04 9.04 9.04 9.04 9.04 9.04 12.09
3.05
5.40
A
Ax
B
Bxx
C
D
E
F
G
H
I
Client/Owner:
ACME COSMETICS
Project Title:
FINAL CONST.
DRAWINGS
Drawn By:
LUCAS WIHLIDAL
Checked By:
P. FERRARI
Project Number:
0001
Date:
FEBRUARY 25, 2024
Scale:
1 : 200
Notes:
Sheet Name:
FOUNDATION PLAN
93.68
North Arrow:
11.71 11.71 11.71 11.71 11.71 11.71 11.71 11.71
Page Number:
1
2
1 FOUNDATION PLAN
A3.0 1 : 200
3
4
5
6
7
8
9
A3.0
33

1
A7.1
1
A5.0
1
A7.0
200mm x 200mm HSS INTERNAL
COLUMNS (TYP.)
W200x46 - 200mm x 200mm WIDE
FLANGE COLUMNS (TYP.) AROUND
PERIMETER
W200x46 - 200mm x 200mm WIDE
FLANGE COLUMNS (TYP.) AROUND
PERIMETER
2
A7.0
DN
24R
PRIVATE
OFFICE 3
PRESIDENTS
OFFICE
STAFF
TRAINING ROOM
SHARED
OFFICE
1
A5.1
KITCHINETTE
DN
24R
CUBICLE
SPACE
LARGE
MEETING ROOM
FLOOR ASSEMBLY: 220mm THICK
REINFORCED POURED CONCRETE
ON 38mm (1 1/2") CORRUGATED
STEEL DECKING
WASHROOM
1
WASHROOM
2
PRIVATE
OFFICE 1
PRIVATE
OFFICE 2
ELEVATOR
2
A7.1
WALL TYPE SCHEDULE
200mm THICK PRECAST CONCRETE
SANDWICH PANEL CURTAIN WALL W/
51mm RIGID INSULATION BETWEEN
76mm PRECAST CONCRETE PANELS
250mm THICK INSULATED METAL
STUD CURTAIN WALL W/ PRE-
FINISHED METAL SIDING
GLAZED CURTAIN WALL W/ 200mm
DEEP PRE-FINISHED ALUMINUM
FRAME
CONCRETE BLOCK WALL 200mm
(190mm x 190mm x 390mm) HOLLOW
CONCRETE MASONRY UNITS W/
RUNNING BOND 10mm (3/8")
MORTAR JOINTS, 12.5mm (1/2")
GYPSUM BOARD ON BOTH SIDES
OFFICE PARTITION WALL: 92mm
(3-5/8") NONSTRUCTURAL STEEL
STUDS SPACED W/ 12.5mm (1/2")
GYPSUM BOARD ON EACH SIDE,
Second Floor Plan
*not to scale*
1
2
3
4
5
6
7
7.1
8
9
9.1
5.78 3.05
11.71 11.71 11.71 11.71 11.71 11.71 11.71 11.71
96.73
A
B
C
D
E
F
G
H
I
Ax
Bx
Bxx
Gx
6.72
3.05 2.35
3.05
9.04 9.04 9.04 9.04 9.04 9.04 9.04 12.09
75.37
49.57
11.39
0.40 0.50
0.40
3
A8.0
11.36
0.40
W1
W1
W2
W1
W1
W1
W1
W200x46 - 200mm x 200mm WIDE
FLANGE COLUMNS (TYP.) AROUND
PERIMETER
76.19 20.54
OPEN TO WAREHOUSE
BELOW
W2
W2
W4
0.40
W3
0.50
W4
OFFICE
W200x46 - 200mm x 200mm WIDE
FLANGE COLUMNS (TYP.) AROUND
PERIMETER
W2
W2
W2
0.50
1
A6.1
17.49
W3
4
A8.0
0.40
0.40
57.88
75.37
9.04 9.04 9.04 9.04 9.04 9.04 9.04 12.09
3.05
5.40
A
Ax
B
Bxx
C
D
E
F
G
H
I
Client/Owner:
ACME COSMETICS
Project Title:
FINAL CONST.
DRAWINGS
Drawn By:
LUCAS WIHLIDAL
Checked By:
P. FERRARI
Project Number:
0001
Date:
FEBRUARY 25, 2024
Scale:
1 : 200
Notes:
W1
W2
W3
W4
W5
- ROOMS ON FIRST FLOOR OF WAREHOUSE (BELOW)
ARE SHOWN IN LIGHT GREY
Sheet Name:
SECOND FLOOR
PLAN
0.40
W2
W2
0.40
North Arrow:
93.68
11.71 11.71 11.71 11.71 11.71 11.71 11.71 11.71
Page Number:
1
A3.2
1
2
SECOND FLOOR PLAN
1 : 200
3
4
5
6
7
8
9
A3.2
34

FIN. GRADE
FIN. GRADE
T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
LOADING BAY DEPTH @ FOUNDATION WALL
-1.22
T/O DOOR FRAME
T/O DOOR FRAME
1
A7.1
1
A7.0
TOP OF CONCRETE AT LOADING BAYS
1
A5.0
T/O DOOR FRAME
1
A5.1
T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
LOADING BAY DEPTH @ FOUNDATION WALL
-1.22
FIN. GRADE
T/O DOOR FRAME
T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
FIN. GRADE
EXTERIOR FINISH MATERIAL SCHEDULE
PRECAST CONCRETE CURTAIN WALL
PANELS
PRE-FINISHED METAL CURTAIN WALL
SIDING
Elevations
*not to scale*
Client/Owner:
ACME COSMETICS
10.20
0.22 4.26 5.44 0.50
2.20
0.90
1 2 3 4 5 6 7 8 9
7.1
2. 2.
2. 2.
9.1
2.20
0.22 4.26 5.44 0.50
10.20
Project Title:
FINAL CONST.
DRAWINGS
Drawn By:
UCAS WIHLIDAL
Checked By:
P. FERRARI
1
A4.0
SOUTH ELEVATION
1 : 200
Project Number:
0001
Date:
FEBRUARY 25, 2024
Scale:
1 : 200
Notes:
Ax B Bx C D E F
G Gx H I
1.
2.
3. GLAZED CURTAIN WALL
- HIDDEN LINES REPRESENT FOUNDATION
ELEMENTS BELOW GRADE
5.44 0.50
1. 1. 1. 1. 1.
1.22
1.22
4.26
2.20
4.26
3.00
TYP.
4.26
0.50
5.44
2.20
4.26
10.20
10.20
2
A4.0
WEST ELEVATION
1 : 200
Sheet Name:
SOUTH & WEST
ELEVATIONS
North Arrow:
Page Number:
A4.0
35

T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
GRADE TO BE SLOPED (MIN 5%)
AWAY FROM FOUNDATION WALL
1
A5.1
1. 1.
GRADE TO BE SLOPED (MIN 5%)
AWAY FROM FOUNDATION WALL
T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
WALL TYPE SCHEDULE
200mm THICK PRECAST CONCRETE
SANDWICH PANEL CURTAIN WALL W/
51mm RIGID INSULATION BETWEEN
76mm PRECAST CONCRETE PANELS
250mm THICK INSULATED METAL
STUD CURTAIN WALL W/ PRE-
FINISHED METAL SIDING
GLAZED CURTAIN WALL W/ 200mm
DEEP PRE-FINISHED ALUMINUM
FRAME
CONCRETE BLOCK WALL 200mm
(190mm x 190mm x 390mm) HOLLOW
CONCRETE MASONRY UNITS W/
RUNNING BOND 10mm (3/8")
MORTAR JOINTS, 12.5mm (1/2")
GYPSUM BOARD ON BOTH SIDES
OFFICE PARTITION WALL: 92mm
(3-5/8") NONSTRUCTURAL STEEL
STUDS SPACED W/ 12.5mm (1/2")
GYPSUM BOARD ON EACH SIDE,
DOOR SCHEDULE
Building Cross-Section
*not to scale*
Client/Owner:
ACME COSMETICS
Project Title:
FINAL CONST.
DRAWINGS
Drawn By:
LUCAS WIHLIDAL
Checked By:
P. FERRARI
Project Number:
0001
Date:
FEBRUARY 25, 2024
10.20
3.87 4.26 5.44 0.50
1.44
9
8
7
6
5
4
3
WAREHOUSE
W2 W2 W2
2.20
3.05
MAINTENANCE
2.20
2
1
W1
1.44
3.87 4.26 5.44 0.50
10.20
Scale:
1 : 200
Notes:
W1
W2
W3
W4
W5
1
A5.0
BUILDING CROSS SECTION 1
1 : 200
1. 910mm x 2100mm PEDESTRIAN
DOOR
2. 2 x 910mm x 2100mm MAIN
ENTRANCE DOORS
3. 3650mm x 4260mm DRIVE-IN
DOOR
4. 2430mm x 3000mm LOADING
DOCK DOORS
5. 762mm x 2032mm INTERIOR
DOOR
6. 915mm x 2100mm HOLLOW
METAL INTERIOR DOOR
Sheet Name:
BUILDING CROSS
SECTION 1
North Arrow:
Page Number:
A5.0
36

WALL TYPE SCHEDULE
200mm THICK PRECAST CONCRETE
SANDWICH PANEL CURTAIN WALL W/
51mm RIGID INSULATION BETWEEN
76mm PRECAST CONCRETE PANELS
250mm THICK INSULATED METAL
STUD CURTAIN WALL W/ PRE-
FINISHED METAL SIDING
GLAZED CURTAIN WALL W/ 200mm
DEEP PRE-FINISHED ALUMINUM
FRAME
CONCRETE BLOCK WALL 200mm
(190mm x 190mm x 390mm) HOLLOW
CONCRETE MASONRY UNITS W/
RUNNING BOND 10mm (3/8")
MORTAR JOINTS, 12.5mm (1/2")
GYPSUM BOARD ON BOTH SIDES
OFFICE PARTITION WALL: 92mm
(3-5/8") NONSTRUCTURAL STEEL
STUDS SPACED W/ 12.5mm (1/2")
GYPSUM BOARD ON EACH SIDE,
DOOR SCHEDULE
First Floor Office Callout Plan
*not to scale*
8
9
7.1
5.78 11.71 3.05
5.78 6.55 1.87 3.29 3.05
9.1
1
A6.0
A
Ax
B
Bxx
C
3.64 5.40 9.04
3.05
3.64
5.40 9.04 1.68 0.96 0.41
0.83 0.40
2.13
CALL-OUT PLAN 1 - FIRST FLOOR OFFICE
1 : 50
0.28
0.40
2.
W3
W3
W2
W3
Order Entry Staff
Purchasing Office
VESTIBULE
1. Office
(Shared)
2.
W3
Waiting Area
W5
5.91 3.89 5.28 6.13
W2
1.
Lobby
W5 W5
W3
W5
5.
3.20 3.56 1.91 1.91 3.96 3.59
W4
W5
W5
2.21
UP
5. OFFICE 6
24 R
W5
5.
W5
5.
OFFICE 5
W5
W5
6.04
W5
3.83 6.28 1.59 3.45
W5
BARRIER FREE W/C 1
3.20 2.46 12.49
5.
W5
MEETING ROOM
BARRIER FREE W/C 2
5.
W5
Customer Service
2.31
1.50
W5
Staff Office
W5
5.
DW
W5 W5
W5
SERVER EQUIP. STORAGE
Kitchenette
5.
W5
W5 5.
5.
W4
OFFICE 1
W5
W5
W5
3.20 6.05 2.59 2.59 6.76
4.21
0.85
5.
5.
W5
W5
OFFICE 2 OFFICE 3
UP
24 R
4.67 4.05 9.02
6.
W4
W4
W4
W4
W4
FIRST AID ROOM
PRIVATE OFFICE
0.90
0.90
4.57 2.19 4.78 4.45 2.15
3.37
5.53 1.58
3.05 2.99 3.14 3.45
W5
5. OFFICE 4
W5
ELEVATOR W4
2.24
W4
3.45
1.
W2
W2
6.04 5.95 6.03 3.17
6.
W4
6. 6.
W4
1.11 1.85 2.81 6.16 0.93 4.62 3.05
7.1
9.1
8
9
W3
W3
0.28 0.40
3.64 5.40 9.04 3.05
Ax
A
B
Bxx
C
Client/Owner:
ACME COSMETICS
Project Title:
FINAL CONST.
DRAWINGS
Drawn By:
LUCAS WIHLIDAL
Checked By:
P. Ferrari
Project Number:
0001
Date:
FEBRUARY 25, 2024
Scale:
As indicated
Notes:
W1
W2
W3
W4
W5
Sheet Name:
North Arrow:
Page Number:
1. 910mm x 2100mm PEDESTRIAN
DOOR
2. 2 x 910mm x 2100mm MAIN
ENTRANCE DOORS
3. 3650mm x 4260mm DRIVE-IN
DOOR
4. 2430mm x 3000mm LOADING
DOCK DOORS
5. 762mm x 2032mm INTERIOR
DOOR
6. 915mm x 2100mm HOLLOW
METAL INTERIOR DOOR
- FURNITURE SHOWN IN LIGHT GREY IS FOR
SPATIAL REFERENCE ONLY, NOT INCLUDED IN
CONTRACT.
CALL-OUT PLAN 1
A6.0
37

T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
LOADING BAY DEPTH @ FOUNDATION WALL
-1.22
T/O PARAPET WALL
10.20
T/O STRUCT. STEEL AT ROOF
9.70
T/O STRUCT. STEEL AT 2ND FLOOR OFFICE
4.26
T/O GROUND FLOOR SLAB
0.00
Wall Sections
*not to scale*
2
7.1
PRE-FINISHED METAL
FLASH & COUNTER
FLASHING ON WOOD
BLOCKING. ENSURE
ROOF MEMBRANE TO
RUN UP AND OVER
BLOCKING
ROOFING MEMBRANE ON 13mm
FIBREBOARD. 100mm RIGID
INSULATION FASTENED TO 50mm
STEEL DECK SITTING ATOP OWSJ
PRE-FINISHED METAL FLASH &
COUNTER FLASHING ON WOOD
BLOCKING. ENSURE ROOF
MEMBRANE TO RUN UP AND OVER
BLOCKING
ROOFING MEMBRANE ON 13mm
FIBREBOARD. 100mm RIGID
INSULATION FASTENED TO 50mm
STEEL DECK SITTING ATOP OWSJ
1
A7.0
WALL SECTION 1
1 : 25
10.20
2.44
1.22 1.22 3.00 1.26
5.44 0.50
CANT STRIP TO RUN
CONTINUOUS ALONG
PERIMETER OF PARAPET
WALL
TRUCK LOADING AREA
(EXTERIOR)
WEATHERSTRIPPING ALONG
BASE OF OVERHEAD DOOR
REINFORCED CONCRETE
LOADING RAMP
600mm DEEP OPEN WEB STEEL JOISTS
SPACED @ 1820mm O.C
W410 x 60 STEEL BEAM
MIN 100mm (4") GAP BETWEEN BEAM AND
PANELS TO ALLOW FOR FASTENING OF
CURTAIN WALL
200mm THICK PRECAST CONCRETE
SANDWICH PANEL CURTAIN WALL.
51mm RIGID INSULATION BETWEEN
76mm PRECAST CONCRETE PANELS
WAREHOUSE
2430mm x 3000mm 80mm THICK LOADING
DOCK DOORS W/ OVERHEAD AUTOMATIC
ROLLER SYSTEM
51mm (2") EXPANSION JOINT
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE W/ 51mm
(2") RIGID INSULATION & 150mm (6")
GRANULAR FILL DRAINAGE LAYER
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR FOR
CONNECTION TO FLOOR SLAB
51mm (2") RIGID INSULATION
300mm WIDE REINFORCED POURED
CONCRETE TRENCH WALL EXTENDING FROM
1220mm BELOW FINISHED GRADE TO MIN.
300mm (12") BELOW FINISHED GRADE
2
A7.0
10.20
1.44 2.20 2.06 5.44 0.50
WALL SECTION 2
1 : 25
CANT STRIP TO RUN CONTINUOUS
ALONG PERIMETER OF PARAPET
WALL
250mm THICK INSULATED METAL
STUD CURTAIN WALL W/ PRE-FINISHED
METAL SIDING
910mm x 2100mm STEEL FRAME
PEDESTRIAN DOOR
GRADE TO BE SLOPED (MIN 5%) AWAY
FROM FOUNDATION WALL
51mm (2") RIGID INSULATION
600mm DEEP OPEN WEB STEEL JOISTS
SPACED @ 1820mm O.C
SUSPENDED ACOUSTICAL TILE CEILING
W410 x 60 STEEL BEAM
MIN 100mm (4") GAP BETWEEN BEAM AND
PANELS TO ALLOW FOR FASTENING OF
CURTAIN WALL
FLOOR ASSEMBLY: 220mm THICK
REINFORCED POURED CONCRETE
ON 38mm (1 1/2") CORRUGATED
STEEL DECKING
600mm DEEP OPEN WEB STEEL JOISTS
SPACED @ 1820mm O.C
SUSPENDED ACOUSTICAL TILE CEILING
W410 x 60 STEEL BEAM
51mm (2") EXPANSION JOINT
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE W/ 51mm
(2") RIGID INSULATION & 150mm (6")
GRANULAR FILL DRAINAGE LAYER
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM
EXTENDING FROM TOP OF TRENCH
WALL TO TOP OF FLOOR SLAB W/
ANGLED REBAR FOR CONNECTION TO
FLOOR SLAB
300mm WIDE REINFORCED POURED
CONCRETE TRENCH WALL EXTENDING
FROM 1220mm BELOW FINISHED
GRADE TO MIN. 300mm (12") BELOW
FINISHED GRADE
Client/Owner:
ACME COSMETICS
Project Title:
FINAL CONST.
DRAWINGS
Drawn By:
LUCAS WIHLIDAL
Checked By:
P. FERRARI
Project Number:
0001
Date:
FEBRUARY 25, 2024
Scale:
1 : 25
Notes:
Sheet Name:
WALL SECTIONS 1
& 2
North Arrow:
Page Number:
A7.0
38

T/O GROUND FLOOR SLAB
0.00
T/O GROUND FLOOR SLAB
0.00
Plan & Section Details
*not to scale*
A
1
FIRST FLOOR
OFFICE INTERIOR
EXTERIOR
WAREHOUSE
INTERIOR
EXTERIOR
200mm WIDE PREFINISHED ALUMINUM
FRAME (THERMALLY BROKEN)
51mm (2") EXPANSION JOINT
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE W/ 51mm
(2") RIGID INSULATION & 150mm (6")
GRANULAR FILL DRAINAGE LAYER
DOUBLE 30mm THICK SEE-THROUGH
GLAZED CURTAIN WALL PANELS
38mm (1 1/2") GAP FILLED W/ BACKER
ROD & SEALED W/ CAULKING
FLASHING
51mm (2") EXPANSION JOINT
220mm THICK REINFORCED POURED
CONCRETE SLAB ON GRADE W/ 51mm
(2") RIGID INSULATION & 150mm (6")
GRANULAR FILL DRAINAGE LAYER
200mm THICK PRECAST CONCRETE
SANDWICH PANEL CURTAIN WALL.
51mm RIGID INSULATION BETWEEN
76mm PRECAST CONCRETE PANELS
38mm (1 1/2") GAP FILLED W/ BACKER
ROD & SEALED W/ CAULKING
FLASHING
Client/Owner:
ACME COSMETICS
Project Title:
FINAL CONST.
DRAWINGS
GRADE TO BE SLOPED (MIN 5%) AWAY
FROM FOUNDATION WALL
GRADE TO BE SLOPED (MIN 5%) AWAY
FROM FOUNDATION WALL
Drawn By:
LUCAS WIHLIDAL
Checked By:
P. FERRARI
51mm (2") RIGID INSULATION
APPROX. 89mm WIDE x 38mm
DEEP (2" x 4") KEY AT TOP OF
TRENCH WALL
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR FOR
CONNECTION TO FLOOR SLAB
300mm WIDE REINFORCED POURED
CONCRETE TRENCH WALL EXTENDING FROM
1220mm BELOW FINISHED GRADE TO MIN.
300mm (12") BELOW FINISHED GRADE
51mm (2") RIGID INSULATION
APPROX. 89mm WIDE x 38mm
DEEP (2" x 4") KEY AT TOP OF
TRENCH WALL
250mm WIDE REINFORCED POURED
CONCRETE PERIMETER BEAM EXTENDING
FROM TOP OF TRENCH WALL TO TOP OF
FLOOR SLAB W/ ANGLED REBAR FOR
CONNECTION TO FLOOR SLAB
300mm WIDE REINFORCED POURED
CONCRETE TRENCH WALL EXTENDING FROM
1220mm BELOW FINISHED GRADE TO MIN.
300mm (12") BELOW FINISHED GRADE
Project Number:
0001
Date:
FEBRUARY 25, 2024
Scale:
1 : 10
Notes:
1
A8.0
SECTION DETAIL 1 - GLAZED C.W. MEETS FOUNDATION WALL
1 : 10
2
A8.0
SECTION DETAIL 2 - PRECAST CONCRETE C.W. MEETS FOUNDATION WALL (TYP.)
1 : 10
1
9.1
250mm THICK INSULATED METAL STUD
CURTAIN WALL W/ PRE-FINISHED
METAL SIDING
MIN. R22 BATT. INSULATION PLACED
IN CAVITY BETWEEN METAL STUDS
Ax
MIN. 38mm (1 1/2") GAP BETWEEN
WALLS FILLED W/ BACKER ROD &
SEALED W/ CAULKING TO ALLOW
FOR SLIGHT MOVEMENT OF WALLS
W200x46 - 200mm x 200mm WIDE FLANGE
COLUMN
WELDED 90 DEGREE STEEL BRACKET
PREINSTALLLED ON CURTAIN WALL &
200mm THICK PRECAST CONCRETE
CONNECTED TO STEEL BEAM VIA
SANDWICH PANEL CURTAIN WALL.
ANCHOR BOLTS
51mm RIGID INSULATION BETWEEN
76mm PRECAST CONCRETE PANELS
WELDED 90 DEGREE STEEL BRACKET
ATTACHED TO EACH CURTAIN WALL
VIA ANCHOR BOLTS
WAREHOUSE
EXTERIOR
INTERIOR
3 PLAN DETAIL 1 - INSULATED METAL C.W. MEETS CONCRETE PANEL C.W.
A8.0 1 : 10
SECOND FLOOR
OFFICE INTERIOR
WELDED 90 DEGREE STEEL BRACKET
GLAZED CURTAIN WALL W/ 200mm
ATTACHED TO EACH CURTAIN WALL
DEEP PRE-FINISHED ALUMINUM
VIA ANCHOR BOLTS
FRAME
WELDED 90 DEGREE STEEL BRACKET
PREINSTALLLED ON CURTAIN WALL &
CONNECTED TO STEEL BEAM VIA
ANCHOR BOLTS
W200x46 - 200mm x 200mm WIDE
FLANGE COLUMN SURROUNDED BY
INTERIOR PARTITION WALL (SEE
CONSTR. NOTE 16)
MIN. 38mm (1 1/2") GAP BETWEEN
WALLS FILLED W/ BACKER ROD &
SEALED W/ CAULKING TO ALLOW
FOR SLIGHT MOVEMENT OF WALLS
Bxx
MIN. R22 BATT. INSULATION PLACED
IN CAVITY BETWEEN METAL STUDS
250mm THICK INSULATED METAL STUD
CURTAIN WALL W/ PRE-FINISHED METAL
SIDING
EXTERIOR
4 PLAN DETAIL 2 - GLAZED C.W. MEETS INSULATED METAL C.W.
A8.0 1 : 10
Sheet Name:
PLAN & SECTION
DETAILS 1
North Arrow:
Page Number:
A8.0
39

Hand Drawings
Laayoune Technology School Exterior 1
Project Info.
Year: 2022
Class: Visual Communications 1
Programs Used: N/A
Objective
The following pages consist of several vignette
drawings I comlpeted for a visual communication
class. I thoroughly enjoyed working on these
hand sketches and they provided excellent practice
in perspective drawing and examining formwork.
This assignment also helped me to realize the
usefulness of drawing by hand as opposed to always
utilizing computer programs. Through drawing these
interior and exterior vignettes I felt that my understanding
of spatial relationships was strengthened
and I better developed my awareness of how edges
and lines come together to create the architectural
form of a building.
40

Laayoune Technology School Exterior 2
Laayoune Technology School Interior
41

Home Exterior
Home Interior
42

George Brown College Exterior
George Brown College Interior
43

Project Info.
Rolls-Royce Car Dealership
Objective
Year: 2024
Class: Architectural Technology & Studio 4
Programs Used: Revit, Twinmotion, Photoshop
The objective for this project was to desgin a car dealership located in Vaughn Ontario.
There was a building with several drive through bays for car maintenance existing on the property,
and our task as a group of two was to design a fresh dealership incorporating the existing
bays. The two storey building included a variety of spaces, such as; a new car showroom, a
used car showroom, an area for VR customer experienece, a part sales/storage area, a customer
waiting area, various staff areas, and offices. This project provided a great opportunity to
practice problem-solving design skills when laying out the required spaces within the space
limitations.
44

3D Exterior Perspectives
45

46
Floor Plans

Elevations
47

48
3D Interior Perspectives

Cross-Sections
49

Mixed-Use Commercial Building
Project Info.
Year: 2023
Class: Architectural Technology & Studio 3
Programs Used: AutoCAD
Parking Level Floor Plan
CLIENT: DRAWING TITLE NOTES:
DRAWN BY:
DRAWN FOR:
SHEET NO.
DATE:
GEORGE BROWN
11/13/2023
PARKING LEVEL
FLOOR PLAN
SL# = STORAGE LOCKER NUMBER
P#= PARKING SPACE NUMBER
LUCAS WIHLIDAL
CHECKED BY:
L.W, H.M, K.C, & I.C
PROJECT 1
SCALE:
1:125
A-2.0
50

Objective
For this project, the goal was to develop working construction drawings for a three storey mixed use building in Vaughn Ontario. After
being given the site, a ground floor layout, and a list of clients for the commercial space, our task was to work as a group of four to produce a full
set of working construction drawings. Since this was the first large building I had the opportunity to design, this project was extremely informative
and eye opening. Through the process of working on this project I learned how to set up a project grid for a large bulding, how to interpret and
apply Part 3 of the Ontario Building Code to a set of drawings, and how to design a large building containing both commercial and residential
occupancies.
In this section I have Included only the drawings completed by myself from the final drawing set.
Foundation/First Floor Framing Plan
CLIENT: DRAWING TITLE NOTES:
DRAWN BY:
DRAWN FOR:
SHEET NO.
DATE:
GEORGE BROWN
11/13/2023
FOUNDATION/FIRST
FLOOR FRAMING PLAN
SF1 = 48" WIDE x 24" DEEP REINFORCED CONCRETE STRIP FOOTING.
PF1 = 48" x 48" x 24" DEEP REINFORCED CONCRETE SPREAD FOOTING.
C1 = 16" x 12" REINFORCED CONCRETE COLUMNS
LUCAS WIHLIDAL
CHECKED BY:
L.W, H.M, K.C, & I.C
PROJECT 1
SCALE:
1:125
S-1.0
51

South Elevation
CLIENT: DRAWING TITLE NOTES:
DRAWN BY:
DRAWN FOR:
SHEET NO.
GEORGE BROWN
DATE:
11/13/2023
SOUTH ELEVATION
LUCAS WIHLIDAL
CHECKED BY:
L.W, H.M, K.C, & I.C
PROJECT 1
SCALE:
1:125
A-3.0
52

Building Cross-Section 1
CLIENT: DRAWING TITLE NOTES:
DRAWN BY:
DRAWN FOR:
SHEET NO.
PROJECT 1
GEORGE BROWN
LUCAS WIHLIDAL
BUILDING SECTION
DATE:
CHECKED BY:
SCALE:
A-4.0
1
11/13/2023
L.W, H.M, K.C, & I.C
1:125
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Wall Section 1
CLIENT: DRAWING TITLE NOTES:
DRAWN BY:
DRAWN FOR:
SHEET NO.
PROJECT 1
GEORGE BROWN
LUCAS WIHLIDAL
WALL SECTION
DATE:
CHECKED BY:
SCALE:
1 A-5.0
11/13/2023
L.W, H.M, K.C, & I.C
1:40
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Plan & Section Details
CLIENT: DRAWING TITLE NOTES:
DRAWN BY:
DRAWN FOR:
SHEET NO.
DATE:
GEORGE BROWN
11/13/2023
IN-PROGRESS WALL
SECTION 1
LUCAS WIHLIDAL
CHECKED BY:
L.W, H.M, K.C, & I.C
SCALE:
PROJECT 1
*VARIES*
A-6.0
55

Thank you!