Architecture Portfolio

AMIR MAZHARIMALEKSHAH architecture por tfolio

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]

03

T H E

W E A V E

[p.15]

04

T H E

C O L L E C T O R

A NEW PERMANENT HOME FOR THE SPACE SHUTTLE ENDEAVOUR [p.19]

05

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"

8'-8"

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]

MIXED-USE TOWER IN DOWNTOWN LOS ANGELES

K N O W L E D G E

C I T Y

PRESENTATION BOARDS FOR CAMPUS MASTER PLAN IN PAKISTAN [p.29]

MIXED-USE HOUSING PROJECT IN LEIMERT PARK

EXIT

N A M A L

[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 which 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 accessibility and connectivity both internally and externally 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 potentially 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 emphasis 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 continues vertical spaces that facilitate fluid movement throughout the tower.

15

16

17

18

04

THE COLLECTOR

A New Permanent Home for the Space Shuttle Endeavour

This project brings the Space Shuttle Endeavour to a new permanent facility after a long journey and provides the shuttle with its final mission; to educate, and inspire interest in science, technology, and space exploration. The building goes beyond the convention of the museum as a place to exhibit objects and instead creates a dynamic public space in exposition park. Situated just east of the California Science Center this building forge connections between the north and south parts of exposition park. The building form creates a public plaza which provides an exterior, distinctly urban venue for leisure and cultural events, in a grand space easily accessible to the public. In the interior, the double skin of the building provides an un-interupted view of the space shuttle and provides interstitial space to accommodate structure and gallery spaces.

By walking through the galleries, people can get framed views of the certain parts of the shuttle.

Site Plan

19

20

Egress and Access

HVAC First Floor Plan

21

22

05

TRANSPORTAL Design Proposal for ULI Competition

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

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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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Basi c Wa ll

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Basi c Wa ll

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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-FlushBasi c Wa ll

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Singl e-Flush Basi c Wa ll

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Singl e-Flush

Micro Unit

Basi c Wa ll

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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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Singl e-Flush

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Singl e-Flush

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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

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48

UP

49 sl60_ top_fstb_ dg_i 1l2r_051 8

50

Basi c Wa ll

sl60_ top_fstb_ dg_i 1l2r_051 8

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sl60_ top_fstb_ dg_i 1l2r_051 8

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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

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Basi c Wa ll

Micro Unit

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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

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

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F

Basi c Wa ll

Micro Unit Basi c Wa ll

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Singl e-Flush Basi c Wa ll

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UP

D

24

Singl e-Flush

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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

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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

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Singl e-FlushBasi c Wa ll

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Singl e-Flush

9' - 6"

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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

NAMAL KNOWLEDGE CITY PRESENTATION BOARDS FOR CAMPUS MASTER PLAN IN PAKISTAN

30

31

32

09

33

RENDERS SOFTWARE: 3D STUDIO MAX, V-Ray, PHOTOSHOP

34

35

36