ARCHITECTURE
PORTFOLIO Amir Mazharimalekshah
ACADEMIC DESIGN
PRESENTATION
01
T A N G E N T I A L GRADUATE THESIS
C O N T I N U U M
02
09
[p.11]
T H E
W E A V E
MIXED-USE TOWER IN DOWNTOWN LOS ANGELES [p.15]
04
T H E
G R A D I E N T
F I E L D
A NEW FACADE ADDITION TO AN EXISTING PARKING STRUCTURE [p.19]
05
(Group Project)
T R A N S P O R T A L
DESIGN PROPOSAL FOR ULI COMPETITION [p.23]
DRAWING
06
8'-5"
8'-6" 8'-6"
EXIT
8'-6"
ENT
13'-4" 13'-4"
ENT
1
B E A C O N
2
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-7"
8'-6"
EXIT
8'-6"
8'-6"
16'-3"
22'-5"
3
8'-6"
ENT
8'-6"
8'-6"
VAC
ENT
30'
ORD
26'-9"
77537
ALLEY
8'-6"
17'-3"
4
18'
8'-6"
EXIT
8'-6"
ENT
23'-3"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
18'
8'-6"
13'-3"
8'-6"
8'-6"
8'-6"
260'-7"
APN
4312016040
8'-6"
TR 55'-1"
8'-6"
8695 WASHINGTON BLVD
53549
MAP REFERENCE
LOS ANGELES CA 90016
NONE
(E) 2 STORY STRUCTURE
8'-6"
8'-6"
4
47'-1"
EXIT
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
B U I L D I N G
[p.25]
4312016040
BLOCK LOT
18'-8"
L A U N D R Y
DRAWING SET FOR A RENOVATED BUILDING
5
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
ENT
0
10'
20'
50'
SCALE: 1:500
07
2 A106
12
11
10
9
8
7
6
5
4
3
2
1
303' - 0"
7' - 0"
29' - 0"
30' - 0"
30' - 0"
29' - 11 1/4"
30' - 0 3/4"
30' - 0"
30' - 0"
29' - 0"
31' - 0"
22' - 0"
5' - 0"
To p of the loadbea ring ele me nt
Roof 84' - 0"
71' - 6"
To p of the loadbea ring ele me nt
59' - 6"
To p of the loadbea ring ele me nt
Level 7 72' - 0"
12' - 0"
7' - 0"
12' - 0"
5' - 10"
83' - 6"
Level 6 60' - 0"
D E G N A N
12' - 0" 12' - 0"
84' - 0"
47' - 6"
To p of the loadbea ring ele me nt
35' - 6"
To p of the loadbea ring ele me nt
23' - 6"
To p of the loadbea ring ele me nt
11' - 6"
To p of the loadbea ring ele me nt
Level 5 48' - 0" Level 4 36' - 0"
12' - 0"
Structural steel 50ksi
12' - 0"
8' - 0 1/2"
Level 3 24' - 0"
12' - 0"
Level 2 12' - 0"
8' - 0"
Precast concrete
8' - 0"
Concrete masonry units
12' - 0"
Level 1 0' - 0" BASEMENT -12' - 0"
1 East 1/16" = 1'-0"
2
3
4
5
6
7
8
9
10
11
12
13
Leimert Park Housing
303' - 0"
5' - 0"
22' - 0"
31' - 0"
29' - 0"
To p of the loadbea ring ele me nt
83' - 6"
To p of the loadbea ring ele me nt
71' - 6"
30' - 0"
30' - 0"
30' - 0 3/4"
29' - 11 1/4"
30' - 0"
30' - 0"
29' - 0"
7' - 0"
[p.27]
Level 6 60' - 0"
Address: 4324-4300 Degnan Blvd Los Angeles, CA 90008
Level 5 48' - 0"
Amir Mazhari 2931819547 Kevin Cohen 4695416746
Owner: USC SChool of Architecture
Architects: Kevin Cohen, Amir Mazhari
8' - 0" 8' - 0"
Gypsum Wall Board
12' - 0"
8' - 0"
8' - 0"
7' - 10 1/2"
3' - 1 1/4"
Level 4 36' - 0" Aluminum 6061
12' - 0"
-0' - 6"
2' 2' - 4" - 52'1/4" - 52'1/4" - 5 1/4"
11' - 6"
Exterior Elevations
Level 7 72' - 0"
4' - 0"
23' - 6"
To p of the loadbea ring ele me nt
To p of the loadbea ring ele me nt
12' - 0"
12' - 0" 12' - 0" 12' - 0"
35' - 6"
12' - 0"
59' - 6"
47' - 6"
To p of the loadbea ring ele me nt
To p of the loadbea ring ele me nt
12' - 0"
To p of the loadbea ring ele me nt
12' - 0"
84' - 0"
12' - 0"
Roof 84' - 0"
To p of the loadbea ring ele me nt
Level 3 24' - 0"
Structural Engineer: Aaron Neubert Consulting Engineer: John Dutton
Level 2 12' - 0"
Project number
Project Number 12/06/2019
Date
Level 1 0' - 0"
Drawn by
12' - 0"
Kevin Cohen, Amir Mazhari Cast-in-place concrete
BASEMENT -12' - 0"
B L V D
H O U S I N G
DRAWING SET GENERATED IN REVIT FOR A STUDIO PROJECT
Arch 526, Professional Practice
2 A106
1
Checked by
Michael M.Hricak
Cast-in-place concrete
A105
2 West 1/16" = 1'-0" Scale
1/16" = 1'-0"
12/5/2019 5:56:20 PM
13
R E N D E R S [p.33]
03
8'-8"
K N O W L E D G E
C I T Y
I N
P A K I S T A N
PRESENTATION BOARDS FOR CAMPUS MASTER PLAN IN PAKISTAN [p.29]
MIXED-USE HOUSING PROJECT IN LEIMERT PARK
EXIT
A
[p.05]
S E M I R A M I S
ENT
08
01
TANGENTIAL CONTINUUM
Can Intensive Gradients Replace Extensive Thresholds?
Tangential continuum is a design proposal for a new pedestrian bridge that replaces current 1st street bridge in Down Town Los Angeles. It will be a new community hub that connects two adjacent neighborhoods of Boyle Heights and Arts District. The project aims to eliminate the cultural and programmatic division of the two mentioned neighborhoods. Programmatically, the project is an amalgamation of the existing programs around the site in addition to the programs the two neighborhoods lack. Given the program of the proposed bridge, providing a high level of internal and external accessibility and connectivity is imperative to the projects’ success. Inspired by Fri Otto’s Multihalle in Mannheim, the project identifies building’s skin as an element that can have a great impact in creating a fluid interior space as it replaces walls and doorways. It also uses gradient interior spaces as the typology that supports connectivity of the spaces the most. In order to achieve a gradient interior, a number of Principals have been identified as the fundamentals of the gradient interior space. 1- Creating ambiguous spaces. 2- Providing opportunities to see through multiple spaces. 3- Creating light shafts to guide people inside of the building. 4- Articulated surfaces to emphasize movement directions. 5- Providing users with multiple path options to take as they move through the building. 6- Creating a continuous threshold space between different programmatic areas of the building.
05
06
07
08
09
10
02
SEMIRAMIS
Mixed-Use Housing Project in Leimert Park
Located in Leimert park, Semiramis housing project identifies the neighbourhood as a food desert and aims to supports the existing community by providing easy access to fresh produce and healthy food. By extending it’s rooftop urban garden into the public realm, it offers locals the opportunity of promoting their diet towards a healthier one by taking advantage of the gardening area provided for them. It also encourages the existing community to engage more with the project by allocating the ground floor to a cooking school and farmers market.
11
12
13
14
03
THE WEAVE
Mixed-use Tower in Down-Town Los Angeles
Inspired by the new worldwide trend of shared economy, the project focuses on co working spaces as the future of office buildings. It challenges the conventional definition of high rise towers, which typically contain internal objects that disrupt the sectional experience of the building by a series of floors. It identifies floors as main sectional barriers that eliminate the continuity of the building by creating thresholds between spaces inside towers. The project attempt to remove those thresholds to create continuous vertical spaces that facilitate fluid movement throughout the tower.
15
16
17
18
04
THE GRADIENT FIELD
A New Facade Addition to An Existing Parking Structure
A gradient field of rectangular apertures that’s based on a Flemish bond brick pattern found on campus buildings and paving patterns. The new facade-screen works in a couple of ways: From the inside it directs user views in a few different directions; from the outside,the gradient pattern produces a subtle visual dynamic or variable ripple-effect based on a viewer’s relative distance and point of view.
19
20
+ 40'-1"
+ 29'-6
1/2"
+ 19'-7
1/2"
+ 9'-8
1/2"
+- 0.00
21
22
05
TRANSPORTAL Design Proposal for ULI Competition
Responsibilities: Overall design concept, Overall Isometric view, Proposed Connectivity Diagrams.
The Competition Challenge Under the competition scenario our team has been selected as master developer to provide a vision and proposal to transform the given site in Miami into a thriving, mixed-use, transit-oriented neighbourhood. As master developer, our team has entered into an agreement to evaluate the benefits and financial possibilities of redeveloping these parcels as one comprehensive development site.
Design Narrative Miami is divided. Programmatic and cultural identities of neighborhoods are disconnected by infrastructural barriers. Our proposal, TransPortal leverage the Tri-Rail to create a transit and open space corridor for a vibrant, mixed-use development and the larger city. Inspired by Miami’s history of transportation and space facilitated growth, the station is a catalyst for development. The proposal creates view corridors that terminate in striking structures while providing ground level parking spaces. The portal acts as both a place to experience, and place to pass through for Miami. Levereging the Tri-Rail’s planned commuter rail station, the Transport Portal is a physical corridor that stretches along the rail line connecting the southern Down-town, the northern Midtown and anywhere beyond. The bold Tuttle Station plan acts as the pivotal build that itself by providing accessible and highly-amenitized public transportation which activates the surrounding communities and the project itself. A fully planned station complex is proposed to extend between 29th and 25th, re-activating the block by bridging the physical bifurcation the rail-line currently creates. The proposal provides public transportation opportunities for the surrounding communities, hwile still benefiting private automobile transit. 23
24
A 4.1 B
A 4.0 A
Drawing Set for a Renovated Building
A
B
C
D
E
F
G
H
I
J
K
L
M
O
N
255'-5" 25'-3"
17'-9"
18'-3"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
98'-4"
4'
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-4"
130'-7"
4'-2"
34'-1" 14'-1"
17'-11"
10'-5"
6'-4"
25'-1"
10'-5"
6' " 3'-10
23'-4"
29'-4"
10'-11"
17'
17'
Project Brief
9'-8"
8'-10"
1
8'-4"
29'-2"
MAIN SCREEN
9'-2"
2
Beacon Laundry is an Art Deco building located in Culver City. It is currently used as a warehouse. In this proposal this building has been repurposed as a film studio and a set of drawings has been generated to demonstrate how the new design will get built.
51'-9
50'-3"
"
29'
1"
3
33'-3"
8'-8"
CAFE
41'-1
GIFT SHOP
MAIN EXIHIBT
4
17'
33'-3"
SERVICE
40'-8"
41'-5"
06
BEACON LAUNDRY BUILDING
106'-5" 32'-6"
0
A 4.1 B
A 4.0 A
5
10'
20'
50'
A 4.0 A
A 4.1 B
SCALE: 1:250
A
B
D
C
E
F
H
G
I
J
K
L
M
O
N
255'-5" 25'-3"
17'-9"
18'-3"
17'-9"
17'-9"
4'
17'-9"
17'-9"
17'-9"
98'-4"
17'-9"
17'-9"
17'-9"
4'-2"
17'-9"
17'-9"
17'-9"
17'-4"
130'-7"
6' 3'-10
17'
23'-10"
10'-3"
25'-6"
Video viewing
"
9'-7"
12'-6"
8'-10"
1
Secondary Meeting
10'-5"
32'-3"
Secondary Meeting
STORAGE
KITCHEN
3'-11"
18'-7"
20'-5"
1"
8'-8"
41'-1
3
4
6'-8"
MAIN CONFERENCE
17'
FILM SCREENING
40'-8"
Administrative Offices
24'-9"
MAIN SCREEN
41'-5"
51'-9
"
10'
9'-2"
12'
2 18'-10"
29'-4"
42'-8"
34'-1"
49'-6"
63'
21'-1"
A 4.1 B
A 4.0 A
5
0
10'
20'
50'
SCALE: 1:250
ENT
" 8'-5
"
4
4"
8'-6
"
ENT
8'-6
"
EXIT
8'-6
3
2
1
EXIT
13'-
FLASHING
13'-4"
ENT
STEEL VERTICAL REINFORCEMENT
8'-6
"
STEEL BEARING PLATE W/ ANCHOR CAST INTO BOND BEAM
1
23'-5"
"
8'-6
"
8'-6"
8'-7"
26'-2"
ROOFING
CMU
EXIT
2
8'-6"
8'-6"
8'-6
STEEL STUDS
8'-6"
FULLY-ADHERED AIR AND WATER CONTROL LAYER CONTINUES INSULATION LAYER
8'-8
"
3
8'-6"
30'
"
7
STORAGE
4
18'
EXIT
8'-6
CONCRETE SLAB
7753
ALL VAC
ENT
8'-6"
ENT
8'-6"
26'-9"
STEEL DECK
GYPSUM BOARD
ORD
EY
8'-6"
17'-3"
WEB STEEL JOIST
SHEATING
8'-6"
16'-3"
22'-5"
8'-6"
ENT
12'-8"
8'-6"
23'-3"
8'-6 "
5
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
13'-3"
8'-6"
18'
8'-6 "
8'-6"
8'-6"
8'-6
"
260'-7"
4312016040
8695 WASHINGTON BLVD
TR
53549
LOS ANGELES CA 90016
MAP REFERENCE
4312016040
BLOCK
NONE
LOT
4
(E) 2 STORY STRUCTURE
18'-
8'-6
"
8'-6 "
8'-6
"
55'-1"
8'-6
"
8'-6
"
8'-6"
GIFT SHOP APN
8"
47'-1"
CONCRETE GRADE BEAM EXIT
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
ENT
0
10'
20'
50'
SCALE: 3/16" 0
10'
20'
50'
SCALE: 1:500
25
26
12' - 0"
Aluminum 6061
DEGNAN BLVD HOUSING
Office 14
-0' - 6"
To p of the loadbea ring ele me nt
11' - 5 1/4" 2' - 10 1/4" 6' - 10 1/4" 2' - 3 1
23' - 6"
12' - 0"
Office 35
11' - 6"
24' - 0" Level 2 12' - 0" Main L obby 16
Level 1 0' - 0" 12' - 0"
07
A109 To p of the loadbea ring ele me nt
Precast concrete
Parking 5
Aluminum 6061
BASEMENT -12' - 0"
Drawing Set Generated in Revit for a Studio Project
Cast-in-place concrete
2 Section 2 1/16" = 1'-0"
2 A106
1
2
3
4
5
6
7
8
9
10
11
12
13
303' - 0" 5' - 0"
22' - 0"
31' - 0"
29' - 0"
30' - 0"
30' - 0"
30' - 0 3/4"
29' - 11 1/4"
30' - 0"
30' - 0"
29' - 0"
7' - 0"
0'2' - 10" - 4 1/2" 5' - 2" 4' - 5 1/2"
8' - 0" 2' -0'3 -1/2" 7 1/4" 9' - 1 1/4"2' - 10 4' 3/4" - 11 3/4" 4' - 5 1/2" 2' - 4 1/2" 5' - 2" 4' - 5 1/2" 2' - 4 1/2" 5' - 2"
4' - 9 1/2"
Level 7 72' - 0"
1' - 11 1/2" Music Rehe arsal 1
Music Rehe arsal 25
Music Rehe arsal 3
23' - 6"
11' - 6"
Music School Lo bby 29
-0' - 6"
Music School Lo bby 9
Music Rehe arsal 27
To p of the loadbea ring ele me nt
Music Rehe arsal 7
Music Rehe arsal 5
To p of the loadbea ring ele me nt
12' - 0"
11' - 6"
Structural steel 50ksi
1 A109
Parking 5
Level 4 36' - 0" Level 3 24' - 0"
8' - 0"
Music Rehe arsal 23
To p of the loadbea ring ele me nt
Music School Lo bby 36
8' - 0"
12' - 0"
Music Rehe arsal 21
Music Rehe arsal 34
Music Rehe arsal 32
8' - 0"
Music Rehe arsal 30
Level 5 48' - 0"
8' - 0"
12' - 0"
Music Rehe arsal 28
Level 6 60' - 0"
0' - 6" 8' - 0"
12' - 0"
35' - 6"
To p of the loadbea ring ele me nt
12' - 0"
84' - 0"
12' - 0"
12' - 0"
3' - 7 1/4" 4' - 9 1/2"
2' - 8 1/2"
12' - 0"
Roof 84' - 0"
Level 2 12' - 0" Level 1 0' - 0"
Cast-in-place concrete
BASEMENT -12' - 0" Cast-in-place concrete
1 A106
A
B
C
D
E
F
G
True North
Project North
1 Section 1 1/16" = 1'-0"
2 A106
H
110' - 0" 6' - 0"
22' - 0"
12' - 0"
25' - 0"
27' - 0"
12' - 0"
13 12
6' - 0"
11
10
9
8
7
6
5
4
3
2 1
303' - 0"
-0' - 6"
Office 14
12' - 0"
9' - 6 17/32"
sl60_ top_ hwps_d g_i3 l6r_0518 Basi c Wa ll
Mechanical Basi c Wa ll
31
4' - 6 1/32" 9' - 0 23/32"
27
DN
Basi c Wa ll
sl60_ top_fstb_ dg_i 1l2r_051 8
sl60_ top_fstb_ dg_i 1l2r_051 8
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sl60_ top_fstb_ dg_i 1l2r_051 8
Basi c Wa ll
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58
Basi c Wa ll
67
Singl e-FlushBasi c Wa ll
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Singl e-Flush
Micro Unit Micro Unit
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Singl e-FlushBasi c Wa ll
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Singl e-Flush
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63
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Singl e-Flush
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62
Singl e-Flush Basi c Wa ll
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Singl e-Flush
Micro Unit
Basi c Wa ll
59
Singl e-FlushBasi c Wa ll
DN
Micro Unit
Singl e-Flush
Singl e-Flush Basi c Wa ll
Singl e-Flush
Micro Unit
Basi cSingl Wa lle-Flush
55
Singl e-FlushBasi c Wa ll
Basi c Wa ll
Basi c Wa ll
Singl e-Flush
Singl e-Flush
Lobby
Singl e-Flush
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Basi c Wa ll
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Basi c Wa ll Singl e-FlushBasi c Wa ll
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Singl e-Flush
Basi c Wa ll
Singl e-Flush
Basi c Wa ll
54
Singl e-FlushBasi c Wa ll
Basi c Wa ll
Micro Unit Micro Unit
Basi c Wa ll
Micro Unit
9' - 6 1/2"
Micro Unit
Singl e-Flush Basi c Wa ll
Basi c Wa ll
9' - 11 19/32"
Basi c Wa ll Singl e-FlushBasi c Wa ll
Basi c Wa ll
9' - 11 29/32"
Micro Unit Micro Unit
Singl e-FlushBasi c Wa ll
Basi c Wa ll
10' - 6"
Singl e-Flush Basi c Wa ll
Basi c Wa ll
9' - 5 1/4"
Micro Unit
Micro Unit
56
48
UP
49 sl60_ top_fstb_ dg_i 1l2r_051 8
50
Basi c Wa ll
sl60_ top_fstb_ dg_i 1l2r_051 8
51
sl60_ top_fstb_ dg_i 1l2r_051 8
52
sl60_ top_fstb_ dg_i 1l2r_051 8
53
57
sl60_ sl60_ top_fstb_ top_fstb_ dg_idg_i 1l2r_051 1l2r_051 8 8
sl60_ top_fstb_ dg_i 1l2r_051 8 Basi c Wa ll
sl60_ top_fstb_ dg_i 1l2r_051 8
60 sl60_ top_fstb_ dg_i 1l2r_051 8
61
Basi c Wa ll
Micro Unit
65
66
sl60_ top_fstb_ dg_i 1l2r_051 8
sl60_ top_fstb_ dg_i 1l2r_051 8
64
sl60_ top_fstb_ dg_i 1l2r_051 8
73
Micro Unit
Singl e-Flush
Singl e-Flush
Singl e-Flush
78
Singl e-Flush
Basi c Wa ll
Micro Unit
Singl e-Flush
Basi c Wa ll
77
DN
Basi c Wa ll
sl60_ top_fstb_ dg_i 1l2r_051 8
5' - 0"
6' - 0"
E
Basi BasiccWa Wallll
Singl e-Flush
76
F
Basi c Wa ll
Micro Unit Basi c Wa ll
Basi c Wa ll
Singl e-Flush Basi c Wa ll
Basi c Wa ll
Basi c Wa ll
UP
D
24
Singl e-Flush
Basi c Wa ll
Basi c Wa ll
Basi c Wa ll
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Basi c Wa ll
Basi c Wa ll Basi c Wa ll
Singl e-Flush
music rehearsal Basi c Wa ll Curtai n Wa ll music rehearsal music rehearsal music rehearsal Basi c Wa ll Basi c Wa ll 23 25
C
74
Singl e-FlushBasi c Wa ll Basi c Wa ll
Singl e-Flush
Singl e-Flush
Basi c Wa ll
Basi c Wa ll
9' - 6 3/4"
Basi c Wa ll
Singl e-Flush
Micro Unit
Basi c Wa ll
10' - 0"
Singl e-Flush
Basi c Wa ll
Singl e-FlushBasi c Wa ll
Basi c Wa ll
Singl e-Flush
9' - 6"
Basi c Wa ll
Singl e-FlushBasi c Wa ll
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Basi c Wa ll
Micro Unit Micro Unit
Singl e-Flush
Basi c Wa ll
Basi c Wa ll
Singl e-Flush
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Singl e-Flush Basi c Wa ll
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Micro Unit
DN
sl60_ top_ hwp s_ dg_i 2r_0518
Basi c Wa ll
Basi c Wa ll
Basi c Wa ll
Main L obby 16
Singl e-Flush Basi c Wa ll
Basi c Wa ll
Micro Unit
Singl e-Flush
Singl e-Flush
Basi c Wa ll
72
Singl e-FlushBasi c Wa ll
Basi c Wa ll
Singl e-Flush
Micro Unit Basi c Wa ll
71
Singl e-FlushBasi c Wa ll
Basi c Wa ll
Singl e-Flush Basi c Wa ll
Basi c Wa ll
22
A B
Basi c Wa ll
sl60_ sl60_ top_fstb_ top_ hwp dg_i s_1l2r_051 dg_i 2r_0518 8
Micro Unit
Basi c Wa ll
70
Singl e-Flush Basi c Wa ll
Basi c Wa ll
Singl e-Flush
sl60_ top_fstb_ dg_i 1l2r_051 8
Micro Unit
Basi c Wa ll
69
Singl e-FlushBasi c Wa ll
Basi c Wa ll
Singl e-Flush
sl60_ top_fstb_ dg_i 1l2r_051 8
10' - 1 7/32"
Micro Unit Micro Unit
6' - 6"
Basi c Wa ll
5' - 6"
Micro Unit 54
music rehearsal Basi c Wa ll
Basi c Wa ll
10' - 1 7/32"
sl60_ top_fstb_ dg_i 1l2r_051 8
21
Basi c Wa ll
6' - 6"
sl60_ top_fstb_ dg_i 1l2r_051 8
6' - 6"
sl60_ top_fstb_ dg_i 1l2r_051 8
5' - 6"
sl60_ top_fstb_ dg_i 1l2r_051 8
music rehearsal Curtai n Wa ll music rehearsal 29
Basi c Wa ll
18' - 4 25/32" 10' - 1 7/32"3' - 3 9/32"
Curtai n Wa ll
Curtai n Wa ll
Curtai n Wa ll
4' - 0"
Curtai n Wa ll
15' - 3"
15' - 3 1/4"
Basi c Wa ll Curtai n Wa ll
Curtai n Wa ll
28
30
26
Doo r-Curta in-Wall-Doubl e-Glass Curtai n Wa ll
Basi c Wa ll
Curtai n Wa ll
Basi c Wa ll
Lobby
Curtai n Wa ll
Level 4 36' - 0"
music rehearsal Basi c Wa ll
8' - 6"
32
music rehearsal
Basi c Wa ll
4' - 10 7/32" 12' - 7 25/32"
music rehearsal Singl e-Flush
8' - 9"
35
36 sl60_ top_ hwps_d g_i3 l6r_0518
Basi c Wa ll
Basi c Wa ll
28' - 5 3/4"
54' - 3"
Office
3' - 1' 0" - 0"
6' - 7 3/4"2' - 2' 0"- 2' 0" - 2' 0"- 2' 0"- 2' 0"- 2' 0"- 2' 0"- 2' 0"- 2' 0"- 0"
Basi c Wa ll
Office
Basi c Wa ll
41
16' - 0"
29' - 10 7/32"
Basi c Wa ll
13' - 2"
9' - 3"
17' - 0"
Level 1 0' - 0" Precast concrete
33 Singl e-Flush
13' - 7 19/32"
To p of the loadbea ring ele me nt
Level 2 12' - 0"
12' - 6"
Basi c Wa ll
Singl e-Flush
Basi c Wa ll
sl60_ top_ hwps_d g_i3 l6r_0518
To p of the loadbea ring ele me nt
Level 3 24' - 0"
music rehearsal
4' - 6"
Basi c Wa ll
34 Basi c Wa ll
Basi c Wa ll
Office
sl60_ top_ hwps_d g_i3 l6r_0518
Micro Unit 54
35' - 6"
13' - 0"
37 Singl e-Flush
Basi c Wa ll
47' - 6"
12' - 6"
Basi c Wa ll
Basi c Wa ll
14' - 10 1/16"
10' - 10 1/4"
13' - 1 3/4"
sl60_ top_ hwps_d g_i3 l6r_0518
music rehearsal music rehearsal
4' - 6"
Singl e-Flush
8' - 9"
Micro Unit
9' - 9"
To p of the loadbea ring ele me nt
Basi c Wa ll
38
5' - 0"
12' - 0"
75
5' - 0 3/32" 3' - 5 29/32"
12' - 0"
Aluminum 6061
46
13' - 0"
Basi c Wa ll
6' - 6"
Office 35
Room
45
music rehearsal
12' - 6"
39 Singl e-Flush
Basi c Wa ll
30' - 0" Basi c Wa ll
Room
music rehearsal
Basi c Wa ll
10' - 3"
11' - 6"
4' - 6"
24' - 6 1/16"
To p of the loadbea ring ele me nt
23' - 6"
12' - 0"
2 A109
Lo bby 54
Basi c Wa ll
Level 5 48' - 0"
12' - 0"
3' - 4"
4 A109
8' - 6"
Office 45
3' - 6"
Office 43
11' - 5 1/4" 2' - 10 1/4" 6' - 10 1/4" 2' - 3 1/2"
12' - 0" 12' - 0"
84' - 0"
12' - 0"
23' - 6"
Basi c Wa ll
Singl e-Flush
Basi c Wa ll
To p of the loadbea ring ele me nt
Micro Unit 68
Plaster
40
13' - 0"
8' - 6"
59' - 6"
music rehearsal
42 Singl e-Flush
Basi c Wa ll
Basi c Wa ll
Room Basi c Wa ll
Basi c Wa ll
47 Singl e-Flush
Basi c Wa ll
Micro Unit 73
Room
Singl e-Flush
23' - 9"
43 Singl e-Flush
Level 6 60' - 0"
To p of the loadbea ring ele me nt
Basi c Wa ll
44
12' - 0"
Curtai n Wa ll
Basi c Wa ll
39' - 0 3/4"
11' - 6"
12' - 0"
Room Basi c Wa ll
10' - 6"
Room
Level 7 72' - 0"
22' - 0"
13' - 9 7/8"
Curtai n Wa ll
To p of the loadbea ring ele me nt Curtai n Wa ll
Micro Unit 62
8' - 5 1/8"
12' - 8 31/32"
Micro Unit 85
71' - 6"
Micro Unit 70
31' - 0" 19' - 0"
22' - 0"
9' - 3"
12' - 0"
12' - 6"
15' - 0 1/32"
29' - 0"
4' - 6"
12' - 0"
13' - 0"
25' - 0"
12' - 6"
110' - 0"
30' - 0"
4' - 6"
27' - 0"
13' - 0"
5' - 6"
12' - 6"
6' - 6"
30' - 0"
4' - 6"
sl60_ sl60_ top_fstb_ top_ hwp dg_i s_1l2r_051 dg_i 2r_0518 8
12' - 0"
13' - 0"
6' - 0"
30' - 0 25/32"
30' - 0"
12' - 8 31/32"
12' - 6"
15' - 0 1/32"
29' - 11 7/32"
4' - 6"
12' - 0"
13' - 0"
8' - 8 31/32"
12' - 6"
22' - 6 1/32"
30' - 0"
4' - 6"
5' - 1 7/32"7' - 5 3/32"5' - 0 5/16" 4' - 11 13/32"8' - 8 31/32"
13' - 0"
9' - 9"
Micro Unit 80
30' - 0" 6' - 3 15/32"
3' - 5 13/32"
12' - 0"
3 A109
29' - 0" 29' - 5 17/32"
8' - 6"
7' - 0"
Roof 84' - 0"
G H
Parking 5
Aluminum 6061
BASEMENT -12' - 0" Cast-in-place concrete
27
1 Level 3 1/16" = 1'-0"
2 Section 2 1/16" = 1'-0"
28
1
A1
08
29
A KNOWLEDGE CITY IN PAKISTAN PRESENTATION BOARDS FOR A CAMPUS MASTER PLAN IN PAKISTAN
30
31
32
09
33
RENDERS SOFTWARE: 3D STUDIO MAX, V-Ray, PHOTOSHOP
34
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