Year Two Sem B Portfolio

Page 1

CITY UNIVERSITY OF HONG KONG KWOK YUEN YING VENUS YEAR 2 SEMESTER B - PORTFOLIO


table of contents high-rised office BUILDINGS stage one

- Site Strategy and concept diagrams - Development potential proposal - MOE & MOA

stage two

- Structural diagrams - Development potential calculations - Final presentation drawings (Floor plans, physical facade model, elevations and sections)


Site Strategy and concept diagrams Development potential proposal MOE & MOA


Site Strategy and concept diagram N

''Form follow Function'' JAFFE ROA

Refuse collection room LOR

LUARD R OAD

D

Fire service pump room

Loading Bay

KHART R

REET

Sprinkler transfer pump and tank room

OAD

FENWICK ST

DN

Potable and flushing water transfer pump room

HENNESSY ROAD

E&M

ST ON

RO

AD

OAD

Shop

LUARD R

HN

Security Gate

JO

Lobby

THOMSON ROAD

Fire service control room

The view of a park is very rare among such densed city in ROAD made good HK. The design JAFFE use of such site strengthness and create nice full height facade towards the park. Such design also connects the outter O and inner side of T R AD R A H K the LORbuilding.

AHU

DN

HKE Transformer room

BMS control room

VIEW

S U NLIGHT PERFOR M ANCE Such design can increase the maximum conntact with sunlight within the densed city. This can improve the overall performance of the building and appoarch sustainablity.

Main switch room

Main Entrance

ROAD JOHNSTON

THE site strategy of this project is to fully utilize the advantages of a class C site. One of a corner is facing to a open greenary area - the Sothorn Playground. Not only can this opened area provide a longer view but also allow more sun light to get into the building. So, to make use of corner area to get sunlight and views is the main strategy.

CORNER OFFICE Corner office provide best view and daylight effect. It can al so be exempted from GFA in such a way. By maximizing the numbedr of corner offices, the layout provide higher flexiblity in terms of tenant customized layout of office.

Core


Site Strategy and concept diagram sustainable design of the building must coorperate with the best THE landscape. As the community is lack of such open space, the landscape design can improve the aesthetic of the community and welcome people to come around the building.

The landscape could provide more space for worker and the community. Enhancing the belongingness of the worker towards the community can boost their productivity and moral.

The refuge floor provide a new gathering place for the workers more than just a empty floor. The design can also reduce the heat gain of the building. They can gather, chat or even rest there. It would be a great place to chill out from work


Development potential proposal N

N

Ground floor plan (921 sq.m)

First floor plan (952 sq.m) Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

A

Loading Bay

DN

Fire service control room

TBE room Female Toilet

Male Toilet

A

AHU

DN

Disable Toilet

UP

DN

AHU Chiller plant room

A

E&M

DN UP

DN

UPDN

UP

Potable and flushing water transfer pump room

E&M

Lobby

Security Gate

HKE Transformer room

BMS control room

Shop

Shops & Restaurants

Main switch room

Main Entrance

Site constraint: Site area: 1900 sq.m

Class of site: Class C Plot ratio: 15 Site coverage : 1900 x 65% = 1235 sq.m GFA allowed: 1900 x 15 = 28500 sq. m

0

2

4

10M

(1:200)


Development potential proposal N

Typical floor plan (952 sq.m)

Female Toilet

Male Toilet Disable Toilet

N

Refuge floor plan (952 sq.m)

AHU

A

A

E&M

Office A UP

DN

DN

UP

UP

DN

DN UP

DN

UP DN

UP

Office B Office C

Area of office A: 270 sq.m Area of office B: 180 sq.m Area of office C: 270 sq.m 0

2

4

10M

(1:200)

GFA calculation: Ground floor: 921 sq.m

2nd - 3th floor: 952 x 2 = 1904 Typical floor : 952 x 25 = 23800 sq.m Refuge floor : 952 sq.m

Total GFA = 921 + 1904 + 23800 + 952 = 27577 sq.m (< 28500 sq. m)


Development potential proposal Site constraint:

Building height:

Height constraint: 130mPD mean street level: 3.75mPD Building height allowed: 130 - 3.75 = 126.25m

Refuge floor 4025

1st - 3th floor:

Floor to floor height: 4.55m Total height: 4.55m x 3 = 13.65m

Typical floor: Level 4 4025

Level 4

Floor to floor height: 4.025m Total height: 4.025m x 25 = 100.625m

4550

Refuge floor: Level 3 4550

Level 2 4550

Level 1 0

Floor to floor height: 4.025m Total height: 4.025m

Total height: 13.65 + 100.625 + 4.025 = 118.3m (< 126.25)


Means of Escape (MOE) N

Max. deadend distance = 18m Max. travel distance = 36m (From code of practice for Fire Safety in Building 2011) A2

Deadend distance:

Female Toilet

Disable Toilet

Office A: A1+ A3 = 2.3+ 14.9= 17.2m A2= 17.6m Office B: B1= 11.9m B2= 17.4m Office C: C1: 17.2m C2= 17.3m

Travel distance:

Male Toilet

AHU A4

E&M

Office A UP

DN

DN

UP

A3

A1

C3

B3

B2 C1

C2 Office C

B1

Office B

Office A: A1+ A3+ A4 = 2.3+ 14.9+ 4.6= 21.8m A2+ A4= 17.6+ 4.6= 22.2m Office B: B1+ B3+ A4= 11.9+ 8+ 4.6= 24.5m B2+ B3+ A4= 30m Office C: C1+ C3: 17.2+ 9.8= 27m C2+ C3= 17.3+ 9.8= 26.9m 0

2

4

10M

(1:200)


Means of Access (MOA) EVA

LockHart Road

Access to the stair and fireman lift

Access to the stair

Access to the fireman lift: (max. 18m) = 14.65m

14.8m

Refuse collection room

Sprinkler transfer pump and tank room

Fire service pump room

Loading Bay

UP

Fire service control room

AHU

UP

Potable and flushing water transfer pump room

E&M

Lobby

Main switch room

Main Entrance

Security Gate

HKE Transformer room

BMS control room

Shop

N


Means of Escape (MOE)

Ultimate place of safety

Means of Access (MOA)

EV A


Structural diagrams Development potential calculations Final presentation drawings (Floor plans, physical facade model, elevations and sections)


sTRUCTURAL DIAGRAMS N

VERTICAL STRUCTURE A

B

C

600mm Refuse collection room

600mm

1

Fire service pump room

Loading Bay

900mm

500mm

DN

300mm

900mm

4

5

UP

Potable and flushing water transfer pump room

UP

DN

Lobby

Fire service control room

DN

E&M

HKE Transformer room

BMS control room

AHU

DN

Security Gate

600mm

3

300mm

2

Sprinkler transfer pump and tank room

13500mm

12000mm

900mm

D

Notional sizes of structural elements: Thickness of external core wall: 600mm Thickness of internal core wall: 500mm

Shop

Column size: 800mm x 800mm

Main switch room

Main Entrance

0

2

4

10M

(1:200)


sTRUCTURAL DIAGRAMS N

HORIZONTAL STRUCTURE Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

Loading Bay

UP

DN

DN

DN

Potable and flushing water transfer pump room

E&M

Lobby

Security Gate

HKE Transformer room

Fire service control room

Legend: Primary beam 600(w) x 750(d)

AHU

UP

DN

BMS control room

Shop

Secondary beam 600(w) x 750(d) Cantilever beam 300(w) x 600(d) Floor slab 200mm thick

Main switch room

Main Entrance

0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION N

Total floor plate area: 941 sq.m

first Floor

Exemption area: LOCKHART ROAD

3.6

Refuse collection room FIRE SERVICE CONTROL ROOM

Fire service pump room

DN

POTABLE AND FLUSHING WATER TREANSFER PUMPDN ROOM WITH SUMP TANK

E&M

Main switch room MAIN SWITCH ROOM

3.6

SECURITY

TRANSFORMER ROOM

Security Gate

Lobby

LOBBY

FIRE SERVICE PUMP ROOM

AHU

Shop

4. Fire service pump room: 21 sq.m * Refer to PNAP APP-2 and APP-42

REFUSE COLLECTION ROOM

5. Potable and flushing water transfer pump room with sump tank: 35 sq.m * Refer to PNAP APP-2 and APP-42

LUARD ROAD

DN

3. AHU: 14 sq.m * Refer to PNAP APP-2 and APP-42

AHU

Potable and flushing water transfer pump room

DN

HKE Transformer room

Fire service control room

LOADING AND UNLOADING BAY

1. Loading and unloading bay: 158 sq.m * Refer to PNAP APP-2 and APP-111 2. Refuse collection room: 27 sq.m * Refer to PNAP APP-35 & APP-84

BMS control room

Loading Bay

E&M

3.9

SITE BOUNDARY Sprinkler transfer pump and tank room

6. Fire service control room: 9 sq.m * Refer to PNAP APP-2 and APP-42 7. Transformer room: 72 sq.m * Refer to PNAP APP-2 and APP-42 8. Main switch room: 34 sq.m * Refer to PNAP APP-2 and APP-42

CAFE

9. Electrical meter room: 3 sq.m * Refer to PNAP APP-2 and APP-42 Main Entrance

HENNESSY ROAD

Total GFA of 1st floor: 941 - 158 - 27 -14 - 21 - 35 - 9 - 72 - 34 - 3 = 568 sq.m

3.8

0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION second Floor

N

Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room WC (F)

WC (M)

DISABLED TOILET

DN

BMS control room

Loading Bay

AHU

Fire service control room

E&M

UP

RESTAURANT

DN DN

DN

Potable and flushing water transfer pump room

TBE ROOM

HKE Transformer room

Lobby

Security Gate

BMS CONTROL ROOM

SPRINKLER TRANSFER PUMP AND TANK ROOM

1. Chiller plant room: 180 sq.m * Refer to PNAP APP-2 and APP-42 2. TBE room: 51 sq.m * Refer to PNAP APP-35 & APP-84 3. AHU: 8 sq.m * Refer to PNAP APP-2 and APP-42 4. Electrical meter room: 3 sq.m * Refer to PNAP APP-2 and APP-42

Shop RESTAURANT

CHILLER PLANT ROOM

Exemption area:

AHU

UP

E&M

Total floor plate area: 941 sq.m

5. Sprinkler transfer pump and tank room: 9 sq.m * Refer to PNAP APP-2 and APP-42

Main switch room

Main Entrance

Total GFA of 2nd floor: 941 - 180 - 51 - 8 - 3 - 9 = 690 sq.m 0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION third Floor

N

Sprinkler transfer pump and tank room

Refuse Fire service collection pump room room WC (F) WC (M)

DN

DISABLED TOILET

AHU

SHOP Loading Bay

E&M

UP

DN

Potable and SHOP flushing water transfer pump room

GYMNASIUM

Security Gate

Lobby

Exemption area: 1. AHU: 8 sq.m * Refer to PNAP APP-2 and APP-42

UP

E&M

HKE Transformer room

Fire service control room

AHU

DN DN

BMS control room

Total floor plate area: 941 sq.m

Shop BEAUTY CENTER

2. Electrical meter room: 3 sq.m * Refer to PNAP APP-2 and APP-42

Total GFA of 3rd floor: 941 - 8 - 3 = 930 sq.m

Main switch room

Main Entrance

0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION Typical Floor

N

Sprinkler transfer pump and tank room

Refuse Fire service collection pump room room WC (F) WC (M)

DN

DISABLED TOILET

AHU

BMS control room

Loading Bay

Fire service control room

E&M

UP

DN

OFFICE A

DN DN

AHU

E&M

OFFICE C

Security Gate

Lobby

Exemption area: 1. AHU: 8 sq.m * Refer to PNAP APP-2 and APP-42

UP

Potable and flushing water transfer pump room

HKE Transformer room

Total floor plate area: 1027 sq.m

Shop OFFICE B

2. Electrical meter room: 3 sq.m * Refer to PNAP APP-2 and APP-42

Total GFA of typical floor: 1027 - 8 - 3 = 1016 sq.m

Main switch room

Main Entrance

0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION refuge Floor

N

Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

Loading Bay

INTERMEDIATE TRANSFER WATER TANK DN

UP

DN

Potable and flushing water transfer pump room

Security Gate

Lobby

Exemption area: 1027 sq.m (The whole floor is used for refuge only) * Refer to APP-122

UP

E&M

HKE Transformer room

Fire service control room

AHU

DN

DN

BMS control room

Total floor plate area: 1027 sq.m

Total GFA of refuge floor: 0 sq.m

Shop

Main switch room

Main Entrance

0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION roof Floor

N

SPRINKLER PUMP AND TANK

Refuse collection room

Sprinkler transfer pump and tank room

MAKE UP WATER TANK

Fire service pump room

COOLING TOWER Loading Bay SPACE

DN

DN

BMS control room Fire service control room

AHU

DN

DN

Total floor plate area: 1027 sq.m Exemption area: 1027 sq.m (The whole floor is used for plant room only) * Refer to PNAP APP-2 and APP-42

EMERGENCY GENERATOR ROOM

Potable and flushing water transfer pump room

E&M FIRE SERVICE PUMP ROOM

Lobby

Security Gate

HKE Transformer room

POTABLE AND FLUSHING WATER PUMP ROOM

LIFT MACHINE ROOM

POTABLR WATER TANK

Total GFA of roof floor: 0 sq.m

FLUSHING Shop WATER TANK

Main switch room

Main Entrance

0

2

4

10M

(1:200)


DEVELOPMENT POTENTIAL CALCULATION Schematic section

Site constraint of GFA: Roof

Typical: 14 stories

Refuge floor

Site area: 1900 sq.m Class of site: Class C Plot ratio: 15 GFA allowed: 1900 x 15 = 28500 sq. m

Height constraint: 130mPD Mean street level: 3.75mPD Building height allowed: 130 - 3.75 = 126.25m

GFA calculation:

1st floor:

Ground floor: 568 sq.m 2nd floor: 690 sq.m 3th floor: 930 sq.m Typical floor: 1016 x 25 = 25400 sq.m Refuge floor: 0 sq.m Roof floor: 0 sq.m

Total GFA: 568 + 690 + 930 + 25400 = 27588 sq.m (< 28500 sq. m) GFA efficiency:

Typical: 12 stories

= Proposed GFA/ Allowed GFA x 100% = 27588 / 28500 x 100% = 96.8%

Actual plot ratio: 14.52 Amenity: 3 stories

Site constraint of height:

Floor to floor height: 6m

2nd floor:

Floor to floor height: 4.5m

3th floor

Floor to floor height: 4.2m

Typical floor:

Floor to floor height: 4.2m Total height: 4.2m x 25 = 105m

Refuge floor:

Floor to floor height: 5.5m

Total height:

6 + 4.5 + 4.2 + 105 +5.5

= 125.2m (< 126.25)


DEVELOPMENT POTENTIAL CALCULATION N

Site coverage

LOCKHART ROAD

3.6

3.9

SITE BOUNDARY Sprinkler transfer pump and tank room

Site constraint:

Site area: 1900 sq.m Class of site: Class C Site coverage allowed : 1900 x 65% = 1235 sq.m

Building footage

Refuse collection room

Fire service pump room

DN

Actual site coverage: 941 sqm footage + 86 sq.m shadow part

BMS control room

Loading Bay

POTABLE AND FLUSHING WATER TREANSFER PUMP ROOM WITH SUMP DN TANK

Fire service control room

LOADING AND UNLOADING BAY

AHU

Cantilever shadow

E&M

= 1027 sq.m (<1235 sq.m) Lobby

SECURITY

ROOM

Security Gate

HKE Transformer room TRANSFORMER

LOBBY

FIRE SERVICE PUMP ROOM

AHU

LUARD ROAD

Potable and flushing water transfer pump room REFUSE COLLECTION ROOM

Shop

CAFE

Main switch room

Cantilever shadow

MAIN SWITCH ROOM

Main Entrance

3.6

3.8

HENNESSY ROAD 0

2

4

10M

(1:200)


A

B

TRI-EA

C

The form of the building starts from a regular square divided into 4 parts. Core is located at the back of the Hennessy Road. The other 3 block are the office functional spaces. Since they are in different orientations, so their facade design are designed individually. Horizontal shading louvers are introduced in the South faรงade -and vertical louvers are treated in the East faรงade. As for the SouthEast corner, it is face to the Southern playground, which is the most attractive view. In order not to disturb the view, louver are not articulated but instead tinted glass with different color are used and designed with an interlocking pattern. This can not only prevent heat gain and lower the lighting effect from the sun, but also enhance the atmosphere and creates a dramatic effect. The clear plane would increase the view from the interior. By rearranging the blocks, a significant block appeared facing the junction of the street, giving first impression of the building to citizens. The employees can also have an uplifted mood towards the junction where the stadium stands.

A

TRI-EA

B

C


final presentation drawing site plan (1:1000)

N

JAFFE

JAFFE ROA

O AD

D

LUARD R

Sprinkler transfer pump and tank room

Refuse collection room

LORKHA REET

RT ROAD

Fire service pump room

Loading Bay

DN

FENWICK ST

Potable and flushing water transfer pump room

E&M

HENNESSY ROAD

ST ON

RO

AD

Shop

OAD

HN

LUARD R

THOMSON ROAD

Lobby

Security Gate

JO

Fire service control room

AHU

DN

HKE Transformer room

BMS control room

Main switch room

Main Entrance

JOHNSTON

ROAD

RT

LORKHA


final presentation drawing ground floor plan

N

Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

Loading Bay

DN

Fire service control room

AHU

DN

Potable and flushing water transfer pump room

E&M

Lobby

Security Gate

HKE Transformer room

BMS control room

Shop

Main switch room

Main Entrance

0

2

4

10M

(1:200)


final presentation drawing N

second floor plan Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

Loading Bay

DN

Fire service control room

AHU

DN

Potable and flushing water transfer pump room

E&M

Lobby

Security Gate

HKE Transformer room

BMS control room

Shop

Main switch room

Main Entrance

0

2

4

10M

(1:200)


final presentation drawing N

third floor plan Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

Loading Bay

DN

Fire service control room

AHU

DN

Potable and flushing water transfer pump room

E&M

Lobby

Security Gate

HKE Transformer room

BMS control room

Shop

Main switch room

Main Entrance

0

2

4

10M

(1:200)


final presentation drawing N

b'

typical floor plan Sprinkler transfer pump and tank room

WC (F)

WC (M)

Refuse AHU collection room

DISABLED TOILET

Fire service pump room

BMS control room

Loading Bay

Fire service control room

E&M

UP

DN DN

DN

UP

AHU

DN

Potable and flushing water transfer pump room

E&M

HKE Transformer room

Shop

a'

网易 NetEase www.cjzzx.com =编辑部:ivpinfo@service.netease.com = 建筑在线 中国专业人士的网络家园;因为专业,所以完美 市场部:ivpmarket@service.netease.com 技术部:ivptech@service.netease.com

Lobby

Security Gate

a

Main switch room

b

Main Entrance

0

2

4

10M

(1:200)


final presentation drawing N

refuge floor plan

roof plan Sprinkler transfer pump and tank room

Refuse collection room

Fire service pump room

Loading Bay

DN

Fire service control room

AHU

DN

Potable and flushing water transfer pump room

E&M

Lobby

Security Gate

HKE Transformer room

BMS control room

Shop

Main switch room

Main Entrance

0

2

4

10M

(1:200)


final presentation drawing

south elevation (1:500)

east elevation (1:500)


Level 28 116500

Level 27 112300

Level 26 108100

Level 25 103900

Level 24 99700

Level 23 95500

Level 22 91300

Level 21 87100

Level 20 82900

Level 19 78700

Level 18 74500

Level 17 70300

Level 16 66100

Level 15 60600

Level 14 56400

Level 13 52200

Level 12 48000

Level 11 43800

Level 10 39600

Level 9 35400

Level 8 31200

Level 7 27000

Level 6 22800

Level 5 18600

Level 4 14400

Level 3 10200

Level 2 6000

Level 1 0

section aa' (1:500)

section bb' (1:500)


final presentation drawing

1.2mm thick Aluminium back pan 50mm thick Insulation

150mm 900mm 150mm

physical facade model (1:25) 600mm(w) x750mm(d) Reinforced concrete beam

WC (F)

200mm Concrete floor slab 1250mm False ceiling

10mm thick Tined glass 2800mm Clear headroom

125mm(d) x150mm(h) Kerb 150mm 900mm 150mm

WC (M)

DISABLED TOILET

150mm Rasied floor

AHU E&M

UP

DN

DN

UP


final presentation drawing physical facade model (1:25) 200mm Concrete floor slab 1250mm False ceiling

2800mm ClearGLASS headroom tINTED

150mm Rasied floor

CLEAR GLASS



REFLECTIVE JOURNAL To start with, I feel confused at the beginning because building regulation is totally a new term for me. The governmental document is very difficult to understand. Therefore, the first studio problems and lectures really help me a lots. For example, when I searching the height limitation part, I got the data wrong, and fortunately, my tutor corrected me and guided me how to find the relevant government document. So that I can acquire the correct one and presented it on the presentation. As for the lectures, the lecturer is a part-time tutor and working in the architectural field, so that his working experience help us to know more how the regulation apply in real practice. Also, he explained the term clearly such as ‘dead end travel distance’ so that we can understand the term correctly. Moreover, the Seminars section have many invited guest to held talk to us, the different insight of them help me to explode building regulation and façade design at a different angle deeply. With the help of attaining studio class and lecture, I can independently to follow the building regulation in my own design. It is hard to kick off at the beginning, but I tried to calculate the area of life, staircases and other services room to form a core first, and then to design other office space. However, to design the whole floor plate is very difficult, because many of the factors are interrelated and complicated. For instance, the area is limited to ‘dead end travel distance’ and the provision of water closet is related to the number of occupancy etc. So I have to design very carefully and precisely. To assess my performance in problem cases, I am less aggressive in the group discussion than before. The reason behind is that when the opinion of different group mates is diverse, I would not insist my standpoint and follow others in order to prevent conflict. However, when I reflect it now, I think diverse opinions is important because we can learn from others and we should determine which is correct and wrong critically. And this practice can train up our group skills and communication technique. Moreover, I should more active to participate in class such as answer and raise questions. To consider my strengths, I am good at group skills because I willing to help my group mate when they seek help. Moreover, I like to discuss with my group mates such as what improvement we can do and to know their working process. So that we can learn from and support each other. For the areas of improvement, I am not very good at information searching. For example, my classmates can find many useful websites and books. I am weak in this area but my data analysis skills is rather good. Therefore, I would like to improve this area by reading more books and know more reference example such as overseas and local cases by different architects.


city university of hong kong Year 2 semester b - portfolio produced by: Kwok yuen ying venus Tutor: Dr. julie mo


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