ASU New Academic Building - Project Manual

PROJECT MANUAL S21 ATE556

ASU NEW ACADEMIC BUILDING Abdulaziz Alghamdi Professor: Thomas Hartman

CONTENT

P1

PRELIMINARIES

BRIEF

1.1 1.2 1.3

Precedents Program Site analysis

P2

SCHEMATIC DESIGN

P3

DESIGN DEVELOPMENT

2.1 Preliminary Design Siting Program layouts Circulation

3.1 Massing adjustment Regeneration

Adaptation with context Final Massing

2.2 Design for climate Climate Energy Building envelope

3.2 Building systems Systems integration Building envelope

2.3 Building Systems Structure HVAC Egress

3.3 Architectural Drawings Site plan Floor plans Sections Details Elevations 3D Views

2.4 INTEGRATION

3.4 Perspectives 3.5 Integration

PROJECT BRIEF The new ASU academic building is an academic mixed use building which is going to replace the old Wilson hall. This project phase is a part of a bigger plan that aims to rebuild the vibrant area around the center of Tempe campus. As an academic building, students and academic staff are going to be the main users of the building in addition to the student support department.

PHASE 1

PRELIMINARIES 1.1 1.2 1.3

Precedents Program Site analysis

1.1

PRECEDENTS

GEORGETOWN UNIVERSITY CAMPUS Architect LEGORRETA Ar-Rayan, Qatar completed 2011 Educational

Georgetown University in Qatar is part of the educational city which included other branches of worldwide universities. The project is constructed of a main library to the west and students center to the southwest. Both volumes are oriented to a heritage ruin and park with a strong visual link by landscape design.

1.1

PRECEDENTS

SIEMENS HEADQUARTER Architect: Sheppard Robson Masdar, UAE completed 2013 Offices

Siemens headquarters is one of the last completed ideal sustainable headquarters in the middle east. The concept was to design a building that is most sustainable design and price per square meter compared to other headquarters in Abu Dhabi, UAE. The building floats above a new public plaza, which the result of a stringent brief.

1.1

PRECEDENTS

KAUST MAIN CAMPUS Architect: HOK Thuwal, Saudi Arabia completed 2009 Educational

KAUST project was one of the most challenging projects designed by HOK because of the nature of project location and climatic region. In this project, architects were requested to create solutions to achieve the requirements of LEED platinum certification. In addition, architects did no stop at solving the climatic issued but continued to reflect the saudi culture with a modern applications which was inspired by ancient architecture of the red sea.

1.2

PROGRAM

Occupancy

STUDENTS

Accessibility between spaces

ACADEMICS

1.3

SITE ANALYSIS

The diagram above shows the location of the Wilson Hall insied the main campus. As shown above, the building is located in the middle of five main links, which are mostly busy and occupied by pedestrains.

The site is located in a mid-rise buidling area, with building heights between 20’-76’. This allows for more dynamic and felixable design.

1.3

CLIMATE ANALYSIS

WEATHER SUMMARY The table shows the critical analysis in May which should be considered as a primary issue

MASSING ADJUSTEMENT TEMPERATURE RANGE Strategies to reduce the cooling and heating load should be applied to minimize the energy consumptions

3.1

1.3

CLIMATE ANALYSIS

MONTHLY DIURNAL AVERAGES Between November and February, dry and wet bulb means are the lowest which should be enhanced by enhancing humidity within the spaces

MASSING ADJUSTEMENT RADIATION RANGE Between Octuber and March, more spaces are facing direct sun radiations. On the other hand, more horizontal surfaces are facing total radiation between April and Septemper which increases radiation on all surfaces.

3.1

1.3

CLIMATE ANALYSIS

SUN SHADING CHART In this chart, the project is slightly shifted to the east, with a shading angle of 40o . In addition, vertical obstructions mya be located between S and W, such as double facades.

MASSING ADJUSTEMENT PSYCHROMETRIC CHART some stratigies has been applied to reach the 100% comfort indoors. By considering the difficulties of applying all stratigies, heating load should be studied more.

3.1

1.3

CLIMATE ANALYSIS

DESIGN GUIDELINES Climate consultatnt provides magnificent suggestion and solutions, which dircets the desginer in the way of reducing consumptions. In this case, some stratigies has been selected based on architect’s creteria and the project current sitaution

MASSING ADJUSTEMENT WIND WHEEL Wind speed in this loction is low to high, with a maximum speed of 25mph. However, wind temperature is challenge in July which means cross ventilation has to be minimized with higher consuomptions of energy to serve the cooling.

3.1

PHASE 2

SCHEMATIC DESIGN 2.1 Preliminary Design Siting Program layouts Circulation 2.2 Design for climate Climate Energy Building envelope 2.3 Building Systems Structure HVAC Egress 2.4 INTEGRATION

2.1

PRELIMINARY DESIGN

SITING

Design motivations: A. Connectivity B. Visibility

Although the old Wilson hall building (Hot dog building as known among students) is located in the center of Tempe campus, the lack of visibility and connectivity is highly noticeable. To fix that, the design concept aims to relocate the vocal points of the new building to be noticeable from many directions, and to increase the pedestrian movement by reconnecting pathways from north to south of the site.

2.1

PRELIMINARY DESIGN

SCHEME 1

Pros: Functionality Cons: Lack of visibility and connectivity

The first scheme is more about the application of pragmatics while keeping the importance of the location. This approach achieved the connectivity but lacked the importance of visibility.

2.1

PRELIMINARY DESIGN

SEFAIRA ANALYSIS

2.1

PRELIMINARY DESIGN

SCHEME 2

Pros: Adaptation to climate Cons: Lack of space, visibility and connectivity

The second scheme is testing the functionality of shaded volume. Although it acheived some of the climatic goals, it lacks the daylight and the functionality of the program.

2.1

PRELIMINARY DESIGN

SEFAIRA ANALYSIS

2.1

PRELIMINARY DESIGN

SCHEME 3

Pros: program requirements, design motivations Cons: Irregular form, bulkness

To generate more spaces for the program requirement, this scheme is about having more enclosed shape around the site, but open to the inside with a main breathing spot in the middle. In addition, the mass is nodged slightly toward main pedestrian axes for attraction.

2.1

PRELIMINARY DESIGN

SEFAIRA ANALYSIS

2.1

PRELIMINARY DESIGN

SCHEME 4

Pros: program requirements, design motivations Cons: Adaptation to context, building systems

As a result of the past three experiments, shceme 4 was generated. In this scheme, the integration between analysis and design ideas has driven the process twoard new duplicated schem in which most solutions and design ideas could be merged.

Views to the building

2.1

PRELIMINARY DESIGN

MASSING GENERATION

Views from the building

Based on scheme 4, the new mass is designed as a system more than a shape to study the strenghts and weaknesses of this approach. As a main focus, visibility takes the main focus of the design in which views from inside and outside the building can be maintained carefully.

2.1

PRELIMINARY DESIGN

MASSING GENERATION

GATHERING SPOT ATTRACTION ELEMENT

GATHERING SPOT

This massing aims to interact positively with context taking in consideration the pedestrian movement and building orientation. By rotating the whole building five degrees above east-west axes, and eleveating the building to one level above the pathways, a shading shelters and gathering spots generates attraction points for pedestrians.

2.2

DESIGN WITH CLIMATE

DAYLIGHT FACTOR ANALYSIS

To solve for direct sun in Arizona, a daylight factor analysis was conducted using Revit analysis.

Based on that, tensile fabric shading could solve for the red zones around the building facades.

THE NEW ACADEMIC BUILDING Suggested: 94160 ft2 Including miscellaneous uses

CONSTRCUTION TYPE

B - BUSINESS OCCUPANCY

Combination of : - CFT Reinforced concrete columns - Concrete over steel deck floors - Steel girders and beams

Based on program requirements and project location, the project is following the IBC and includes but not limited to: 1- Offices 2- Educational past the 12th grade

2-HOUR NONCOMBUSTIABLE

TYPE I-B NON COMBUSTIBLE

Two hour resistance for columns, bearing walls, Sprinkled : and floors.

Maximum height < 180’ Maximum stories = 12 Maximum space = unlimited

2.3

BUILDING SYSTEMS CODE CLASSIFICATION

#Stories : 5 Building height : 60’

E - EDUCATIONAL

A - ASSEMBLY

In addition to business classification, educational occupancy may be consider following class E in: 1- Classrooms 2- Student support department 3- Spaces primary occupied by students and instructors

* spaces over 50 pearsons classified as (A Assembly) facitilites such as: 1- Classrooms +50 students 2- XL conference rooms

TYPE I-B NON COMBUSTIBLE Sprinkled : Maximum height < 180’ Maximum stories = 6 Maximum space = unlimited

2.3 BUILDING SYSTEMS PRELIMENARY ITERATION

To achieve high functionality among building systems, the preliminary design follows the 30’x40’ structural grid using 24” rounded concrete columns and post tension concrete slabs. VAV (Variable Air Volume) systsm is chosen for the HVAC because of cost and efficiency, and the maximum travel distance should not exceed 300’ (business class, sprinkled) according to the Studio Companion book.

2.3 BUILDING SYSTEMS ROOF STRUCTURE

2.3 BUILDING SYSTEMS WALL STRUCTURE

PRELIMINARY MASSING

PHASE 3

DESIGN DEVELOPMENT 3.1 Massing adjustment Regeneration

Adaptation with context Final Massing 3.2 Building systems Systems integration Building envelope

3.3 Architectural Drawings Site plan Floor plans Sections Details Elevations Isometric 3.4 Perspectives

3.1

MASSING ADJUSTEMENT REGENERATION

MASSING ADJUSTEMENT ADAPTATION TO CONTEXT

3.1

3.1

MASSING ADJUSTEMENT FINAL MASSING

" 150' - 0

6-2

5 4

6

30' - 0"

3

30' -

30' - 0"

2

30' -

30' - 0"

1

150' -

7

0"

0"

8

0"

30' - 0"

30' -

9

0"

30' - 0"

30' -

10

0"

30' -

D

11

0"

25' - 0"

D

25' 0"

B

B 25' - 0"

C A

25' - 0"

C

30' -0

A

"

1

30' -0

30' - 0"

"

30' - 0"

2

30' - 0"

30' -0 90' -0

30' - 0" 30' - 0"

"

30' - 0"

3

30' - 0"

"

4

3.2

4-2

BUILDING SYSTEMS STRUCTURE SYSTEM

5

6

8

7 210' - 0"

9

10

11

8” post tension

Load bearing walls

30” Concrete rounded

24” Concrete rounded

BUILDING SYSTEMS STRUCTURE ELEMENTS

3.2

B

A

10' - 2 1/4"

3' - 9 3/4"

05 Level 6 71' - 0"

3' - 9 3/4"

05 Level 5 57' - 0"

10' - 2 1/4"

Supply

4' - 0"

04 Level 4 43' - 0"

10' - 0"

Plenum Return

10' - 2 1/4"

3' - 9 3/4"

03 Level 3 29' - 0"

AHU

10' - 2 1/4"

3' - 9 3/4"

02 Level 2 15' - 0"

13' - 0"

01 Level 1 00 Pavement 1' - 0" 0' - 0" CHILLED WATER FROM THE UTILITIES TUNNEL

-01 Underground -12' - 0"

3.2

BUILDING SYSTEMS HVAC SYSTEM

AHU

s e i t i til

To

l

tu

e nn

u e th

BUILDING SYSTEMS HVAC DISTRIBUTION

3.2

7' - 0" 8' - 0"

3.2

BUILDING SYSTEMS CORE ELEMENTS

6' - 0"

1 11' - 6"

6' - 0"

3' - 0"

4

6' - 0"

1

2

3

3

4' - 6"

11' - 0"

5

6

1 Elevators 4 ADA restroom 2 Male restrooms 5 Mechanical room 3 Female restrooms 6 Egress Staircase

3.2

BUILDING SYSTEMS EGRESS TRAVEL DISTANCE

220’

18

0’

3.2

BUILDING SYSTEMS SYSTEM INTEGRATION - CASE STUDY

3.2

BUILDING SYSTEMS INTEGRATION - CASE STUDY

3.2

BUILDING SYSTEMS FIRST ITERATION

BUILDING SYSTEMS SECOND ITERATION

3.2

3.2

BUILDING SYSTEMS THIRD ITERATION

Sloped roof Water membrane Thermal insulation

Shading system

Air exhaust Air Intake Other systems

Shading Connection Air exhaust Ceiling

Buffer

+60

+48

+12

0

SOUTH FACADE

3.2

BUILDING SYSTEMS DAYLIGHT ANALYSIS

NORTH FACADE

WEST FACADE

EAST FACADE

NE

NW

W

3.2

BUILDING SYSTEMS BUILDING ENVELOPE

E

SE

SW

3.3 ARCHITECTURAL DRAWINGS

3.3

ARCHITECTURAL DRAWINGS SITE PLAN

0

20

40

70

B

5 3

A

1

B

3.3

ARCHITECTURAL DRAWINGS FIRST FLOOR PLAN

1 Student Lounge 2 Computer Lab 3 Group Testing

4 Individual Testing 5 Supervisors offices

4

A

2

0

10

30

50

B

4 4

4

4

A 3

4 5

1

B

3.3

ARCHITECTURAL DRAWINGS SECOND FLOOR PLAN

1 Student Lounge 2 80-120 seats 3 50 seats

4 35 seats 5 Students amenities

A 2

4

0

10

30

50

B

3

3

A

1

3.3

ARCHITECTURAL DRAWINGS THIRD FLOOR PLAN

1 Student support Dep. 2 Work stations 3 Study room

B

3

3

3

3

A

2

3

3

3

0

10

30

50

B

5 A 3

4

6

1 B

3.3

ARCHITECTURAL DRAWINGS FOURTH FLOOR PLAN

1 Standard offices 2 Research hub 3 Meeting rooms

4 Break room 5 Copy room 6 Storage

3 A

3 3

2

0

10

30

50

B

5 A 3

4

6

1 B

3.3

ARCHITECTURAL DRAWINGS FIFTH FLOOR PLAN

1 Standard offices 2 Deans’ offices 3 Meeting rooms

4 Break room 5 Copy room 6 Storage

1

2

A

2

1

0

10

30

50

3.3

ARCHITECTURAL DRAWINGS SECTION A-A

0

10

30

50

3.3

ARCHITECTURAL DRAWINGS SECTION B-B

0

5

15

35

3.3

ARCHITECTURAL DRAWINGS FACADE DETAILS

3.3

ARCHITECTURAL DRAWINGS NORTH ELEVATION

0

10

30

50

3.3

ARCHITECTURAL DRAWINGS SOUTH ELEVATION

0

10

30

50

3.3

ARCHITECTURAL DRAWINGS WEST ELEVATION

ARCHITECTURAL DRAWINGS EAST ELEVATION

0

10

30

3.3

50

3.3

ARCHITECTURAL DRAWINGS SYSTEMS INTEGRATION

3.3

ARCHITECTURAL DRAWINGS AXONOMETRIC

3.3

ARCHITECTURAL DRAWINGS COURTYARD SHADING

Summer solstice

te

in W ol rs e

ic st

VIEW FROM ORANGE MALL

THE BREAK ROOM

THE COURTYARD

THANK YOU