2018 Sirabhop S by Sirabhop Sakulkerewatana

SSS â&#x20AC;&#x2DC;

PORTFOLIO

CHULAKONGKORN UNIVERSITY ARCHITECTURE PORTFOLIO SIRABHOP SAKULKEREWATANA 5534070425

SIRABHOP SAKULKEREWATANA

สิรภพ สกุลคีรีวัฒน CONTACT : +66 81 422 3445 EMAIL : SIRABHOP.SA@GMAIL.COM DATE OF BIRTH : 8 OCTOBER 1992

EXPERIENCE Aug 2017 - present Bangkok , Thailand

ARCHITECT

Apr 2016 - Aug 2016 Bangkok , Thailand

ARCHITECTURAL INTERN

Mar 2014 - Jul 2014 Maryland , USA

CASHIER

Chapman taylor Integrated field

Royal Farms, McDonald’s, Nathan’s

EDUCATION

Mar 2018 - April 2018 Bangkok , Thailand

PROJECT INVESTMENT : ANALYSIS AND MANAGEMENT

Mar 2012 - Jun 2017 Bangkok , Thailand

FACULTY OF ARCHITECTURE : ARCHITECTURE MAJOR

Mar 2009 - Jun 2010 Texas , USA

FOREIGN EXCHANGE STUDENT (AFS)

Mar 2009 - Jun 2011 Bangkok , Thailand

ART - MATHEMETIC PROGRAM

Chulalongkorn University (Certificate)

Chulalongkorn University (Bachelor’s degree, GPA. 3.03) Tascosa High School

Triam Udom Suksa High School (GPA. 3.01)

ARCHITECTURE PORTFOLIO

EXTRACURRICULAR ACTIVITIES TED X CHULALONGKORN UNIVERSITY

STAGE DESIGNER - Designed a stage with a team of 3 under "TAKE OFF" concept to encourage people to jump out from their safe zone.

DO THE JOY PARTY

ORGANIZER (https://www.facebook.com/dothejoyvv/) Organized 4 events with almost 3000 attendences - Did market research - Organized places and people - Managed cash flow and sponsor - Selling and head of sales

PETER PAN : FACULTY OF ARCHITECTURE ANNAUL PLAY TREASURER - Market research - Treasurer

RUGBY : FACULTY OF ARCHITECTURE ANNAUL PLAY VARASITY WING PLAYER - 2018 1st winning award (team) - 2015 joint winners award (team)

AWARD, CERTIFICATION SANSIRI REAL ESTATE CAMP 1st WINNING AWARD, - Designed "Housing project for Y generation" with a team of 3. This project focus on marketing architectural concept design.

ASSOCIATE ARCHITECT LICENSE - Mar 2018 â&#x20AC;&#x201C; Mar 2022

SKILL ARCHITECTURAL DESIGN

- Rhinoceros - Grasshopper ( Ladybug Honeybee ) - Sketch up - Revit - Autocad

GRAPHIC

- Adobe Photoshop - Adobe Illustrator - Adobe Indesign

GENERAL

- Microsoft Word Office

SIRABHOP SAKULKEREWATANA

ACEDEMIC PROJECTS

SHOPPING STATION Thesis Architectural Project Siriraj , Bangkok 2017

PARAMETRIC DESIGN

performative assemble in vernaclar tectonic Advance Architectural Design Course (Team) (Built) 2016

MANGROVE

Architectural project Theme : Super space 2016

ARCHITECTURE PORTFOLIO

SIRABHOP SAKULKEREWATANA

COMPETTIOTION PROJECTS

SANSIRI REAL ESTATE CAMP 1 day design competition 1st winning award (design team) Theme : Housing for generation Y Assigned by : Sansiri 2015

SOU FUJIMOTO

International design compettion Theme : Diversity Architecture Assigned by : Sou Fujimoto Architectural project 2016

HUSSEY MAXAM

design compettion Final listed Theme : Public space Assigned by : HUSSEY MAXAM 2016

EUROSTAR BACELONA

International design compettion Theme : Inovation Architecture Assigned by : Eurostar Bacelona Spain Interior project (Team) 2016

ARCHITECTURE PORTFOLIO

SIRABHOP SAKULKEREWATANA

NONACEDEMIC PROJECTS

HONTHI

Responsibilities : Concept design and site analysis Chapman Taylor Client : Liberty corporation development Ninh HÃ²a, Vietnam 2017

AONANG RESORT

Responsibilities : Concept design Chapman Taylor Client : Raimonland Krabi, Thailand 2017

SURIN RESORT

Responsibilities : Feasibility study Chapman Taylor Client : Raimonland Phuket, Thailand 2017

NEW CAR PARK OF THE MALL NGARMWONGWAN Responsibilities : Traffic study, Construction document, Permit document Chapman Taylor Client : The Mall Nonthaburi, Thailand 2018

ARCHITECTURE PORTFOLIO

B6A

B7A

B8A

B10

40.00 8.00

2.00

6.00

2.00

4.00

B9A

8.00

B9B

5.52 A

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

LOADING AREA F2 C-

B9C

6.64

B-301

+0.40 -

B9D

7.03

B9E

7.67

7.70

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

9.36 6.35

A-701

F3 C2

ST5

+0.70 +2.95

SLOPE 1:200

9 5

เส้นประแสดงขอบเขตของรัว้ ตาข่ายลวดสานแบบชั่วคราว

RSD3 CF

F2 C2

ผนังสูง = 2.10 ม.

1.67 Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

ทางออกทีจ่ อดรถ F3 C2

+0.70 +2.95

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

SLOPE 1:200

FFL +0.70 m

5 5

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

เส้นประแสดงขอบเขตของรัว้ ตาข่ายลวดสานแบบชั่วคราว

1.95

D10

ระบบท่อระบายนํ้า อ้างอิงจากแบบวิศวกรรมงานระบบ

ระบบท่อระบายนํ้าและบ่อพักนํ้าภายนอกอาคาร อ้างอิงจากแบบวิศวกรรมงานระบบ

5 FFL +0.80 m

ตําแหน่ งฝาบ่อพักนํ้า, อ้างอิงจากแบบวิศวกรรมงานระบบ

ST1

A-401

A-501

ตําแหน่ งฝาบ่อพักนํ้า, อ้างอิงจากแบบวิศวกรรมงานระบบ ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

ซอยจุฬาเกษม

SIRABHOP SAKULKEREWATANA SLOPE 1:200

ระบบท่อระบายนํ้าและบ่อพักนํ้าภายนอกอาคาร อ้างอิงจากแบบวิศวกรรมงานระบบ FFL +0.40 m

ถนน

2.40 .

SLOPE 1:200

1.50

49.32

9.50

1.60 1.40

+0.70 +2.95

SN SHAFT ดูแบบวิศวกรรมงานระบบ

ลง จากชัน ้ GM

โล่ง

ห้องเก็บถังแก๊ส 1

FFL +0.80

A-409

5.40

3.55

5.40

1.80

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

ทางเข้าทีจ่ อดรถ

D11

โล่ง

5.70

1.95

1.64

B9G

8.75

1.55

RM1

A-302

B9F

8.21

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

SIRIRAJ SHOPP

SIRABH

PING STATION

HOP S.

SHOPPING STATION Siriraj , Bangkok Thesis Acedemic Project 2017

Sunlight has a lot of benefits such as energy cost saving, to reduce stress and to make people feel more comfortable. The idea of this project is to use the advantages of natural sunlight to transform the selling space area and itâ&#x20AC;&#x2122;s atmosphere to be a better place for shopping.

OPEN SPACE AND BUILDING USE

The project is covered 8211sqm which located at the Siriraj province near Siriraj hospital. In the future government of Thailand has planned to build a metro station next to the site (Siriraj Station)

THONBURI STATION

SIRIRAJ STATION

SIRIRAJ HOSPITAL

THAMMASAT U.

ARCHITECTURE PORTFOLIO

SIRIRAJ

240 m.

SIRABHOP SAKULKEREWATANA

TARGET SIRIRAJ USER

DOCTORS / STUDENTS / VISITORS / PATIENT

HEALTH C CONVEN SALABLE PROPORTION FOOD COURT 1650 SQM

RETAIL 4273 SQM

14 percents

30 percents

SUPER MARKET 1804 SQM 16 percents

MULTI - PURPOSE 802 SQM 7 percents

FITNESS FIRST 1984 SQM

RESTUARANT 3190 SQM

18 percents

28 percents

MAGNET

TENANT 60 percents

40 percents

Reference : Supasara Wongmeung. 2013. Relationship between proportion of main retail and sub-retail that effect mallâ&#x20AC;&#x2122;s success . Dissertation .access by http://digi.library.tu.ac.th/thesis/ra/0304/title-biography.pdf

ARCHITECTURE PORTFOLIO

GROUP MRT USER

U M M I

50K

85,000

79,200

82,600

85,000

RENT

45K 40K

10K

5K LPN PLACE2

LPN PARK

MYCONDO PINKLAO

LPN PINKLAO

THANA ARCADIA

THANA TRI

IVY PINKLAO

LPN RAMA 8

SELLING (BHT/SQM)

15K

20K

THE TRUST

PRICE START

average

80,000

20K

9,500

15,000

20,000

15,000

30K

12,000

40K

11,000

25K

9,000

30K

50K 10,000

35K

60K 11,000

70K

9,500

CONCIOUS NIENCE

76,700

80K

78,500

90K

77,500

100K

75,000

CONDO PRICE NEAR MRT

PRICE

OFFICE WORKERS / RESIDENT

RENTING (BHT/MONTH)

average

N O IMMM

LPN PLACE8

TENANT PROPORTION HEALTH AND BEAUTY 13% Percents

OTHER 27% Percents

RESTUARANT

FASHION

35% Percents

25% Percents

SIRABHOP SAKULKEREWATANA

NATURAL LIGHT SHADING DEVICE Natural light has a lot of benefits to the space but also have some disadvanges espescially in Thailand where the temperature is very high. So the shading device is commondly use to reduce heat gain and the brightness to create an appropriate atmosphere for the users

UNIT - ISOMETRICI

SOMETRIC

2X X

0.2X

SECTION

SHADOW ANALYSIS 6.00

7.00

8.00

ARCHITECTURE PORTFOLIO

9.00

10.00

11.00

SHADING DEVICE TYPE A I studied about the effect of each different depth and lenght of the device which the conclusion is the deeper the device the less hour that the sun light can get thru it. Which relatively to the brightness (lux) of the space underneath

0.2X

0.5x

0.2X

14.00

15.00

13.00

12.00

16.00

SIRABHOP SAKULKEREWATANA

17.00

18.00

8.00

12.00

16.00 MARCH _WEST

JUNE _WEST

DEC _WEST

The diagram shows the gredientation of lighting where its darker at the under ground level and gradually brighten up to the ground level for users to slowly percieve the level changing of the space and to adjust their eyes to the change of brightness

ARCHITECTURE PORTFOLIO

MARCH _EAST

JUNE _EAST

DEC _EAST

The renders show the time at noon with the different month that effect the shading and itâ&#x20AC;&#x2122;s atmosphere around the escalaors.

MARCH 12.00

JUNE 12.00

SIRABHOP SAKULKEREWATANA

DEC12.00

SHADING DEVICE TYPE B Another shading device is to create a floors which lifted up to let the light bounce thru. The higher itâ&#x20AC;&#x2122;s lifted the brighter the space underneath.

ARCHITECTURE PORTFOLIO

MARCH JUNE DECEMBER

12.00

16.00

8.00

12.00

16.00

8.00

12.00

16.00

OVERALL

DECEMBER

JUNE

MARCH

DECEMBER

JUNE

MARCH

8.00

LUX

<0.00

100.00

SIRABHOP SAKULKEREWATANA

200.00

300.00

400.00 >500.00

SHADING DEVICE TYPE A x

Hours of day create difference lighting efftect depend onthe angle of light and thickness of the ceiling ROOF +6.00

PLAZA +0.00

UNDER GROUND B1 -5.40

ARCHITECTURE PORTFOLIO

SHADING DEVICE TYPE B x

Hours of day create difference lighting efftect depend on the angle of light and depth of the opening ROOF +6.00

PLAZA +0.00

UNDER GROUND B1 -5.40

SIRABHOP SAKULKEREWATANA

SET BACK FROM MRT 3

9.00

RS FROM MRT 3 METE

ENTRANCE FROM MRT -12.00

9.00

S SIZE SHOP 54 SQM

9.00

4.50

S SIZE SHOP 54 SQM

RETAIL M SIZE SHOP 108 SQM

SERVICE

S SIZE SHOP 54 SQM

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

6.00

4.50

9.00

4.50

S SIZE SHOP 54 SQM

BASEMENT 3 -12.00

M SIZE SHOP 108 SQM

VERTICAL CIRCULATION

S SIZE SHOP 54 SQM

4.50

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

HORIZONTAL CIRCULATION

ENTRANCE FROM MRT up -12.00 up

SET BACK

9.00

METERS

PLAN BASEMENT 2

FLOOR LEVEL -12.00

SET BACK FROM MRT 3

METERS

HORIZONTAL CIRCULATION 9.00

9.00

VERTICAL CIRCULATION SET BACK FROM

MRT 3 METERS

RETAIL SERVICE

9.00

FOOD COURT SUPER MARKET

4.50

S SIZE SHOP 54 SQM

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

6.00

4.50

9.00

4.50

M SIZE SHOP 108 SQM

9.00

S SIZE SHOP 54 SQM

PLAN BASEMENT 1

FLOOR LEVEL -7.80

SET BACK FROM MRT 3

9.00

SET BACK FROM

9.00

METERS

9.00

MRT 3 METERS

HORIZONTAL CIRCULATION VERTICAL CIRCULATION 9.00

RETAIL

4.50

SERVICE FOOD COURT FRESH FRUIT AND VEGGIES

9.00

FOOD COURT -3.60

SUPER MARKET

4.50

SUPER MARKET - 3.60

CASHIER

DRINKS

9.00

4.50

MULTI PURPOSE INDOOR -3.60

4.50

MEAT AND FRESH

TRASH STORAGE

6.00

KITCHEN

up STORAGE

PLAN LOWER GROUND FLOOR LEVEL -3.60

ARCHITECTURE PORTFOLIO

9.00

DROP OFF +0.10

HORIZONTAL CIRCULATION

DROP OFF +0.10

GREEN AREA

ENTRANCE FROM MRT +1.50

up up

9.00

RETAIL up

ENTRANCE FROM MRT +1.50

VERTICAL CIRCULATION

4.50

SERVICE

9.00

CIRCULATION FLOW +1.50

4.50

MULTI PURPOSE OUT DOOR +1.50

4.50

S SIZE SHOP 54 SQM

+1.55 up

+1.50

+1.55

9.00

+1.55 +1.50

CHILLER TRASH (WET)

6.00

4.50

RMU AND MDB

TRASH (DRY)

STORAGE

OFFICE +1.50

PLAN PLAZA FLOOR LEVEL +1.50

9.00

HORIZONTAL CIRCULATION VERTICAL CIRCULATION

4.50

RETAIL

S SIZE SHOP 54 SQM

L SIZE SHOP 216 SQM up

S SIZE SHOP 54 SQM

6.00

4.50

S SIZE SHOP 54 SQM

L SIZE SHOP 216 SQM

9.00

4.50

9.00

SERVICE

PLAN FLOOR 1 FLOOR LEVEL +7.50

9.00

HORIZONTAL CIRCULATION VERTICAL CIRCULATION

4.50

RETAIL

S SIZE SHOP 54 SQM

L SIZE SHOP 216 SQM up

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

M SIZE SHOP 108 SQM

L SIZE SHOP 216 SQM

S SIZE SHOP 54 SQM

M SIZE SHOP 108 SQM

S SIZE SHOP 54 SQM

6.00

4.50

M SIZE SHOP 108 SQM

9.00

M SIZE SHOP 108 SQM

4.50

9.00

SERVICE

PLAN FLOOR 2 FLOOR LEVEL +12.00

SIRABHOP SAKULKEREWATANA

PARAMETRIC DESIGN (design team) (built)

performative assemble in vernaclar tectonic course advance architectural design project by Asst.prof. Rachaporn Choochuey, Ph.D. 2015

The aim for this project is to build a parametric-design inspired from the rules and system of Tetra lamps by Edward Chew.

SYSTEM POSSIBILITIES

ADVANCE SYSTEM POSSIBILITIES

ARCHITECTURE PORTFOLIO

SIRABHOP SAKULKEREWATANA

MANGROVE

The design aim to create a win-win situation between human and nature Faculty of architecture course and to solves the current coastal Gulf of Thailand ersosion problems. Acedemic project 2016

PROBLEM Coastal erosion on the Gulf of Thailand and the Andaman is one of the problems that resulted in the loss of property of citizens and the government, also impact on tourism industry and causes damage to the coastal resources. The rate of coastal erosion average of more than 5.0 meters per year.

CAUSE OF THE COASTAL EROSION

- Building an economic development or heavy infrastrucure may result in changes to the geological conditions of the coastal resources and ecosystems in the area. - Invading mangroves can cause the loss of resources that can prevent wind and sea wave and also the roots of the mangrove trees can help trap silt, mud, dust to settle and also helps soil hold together makes it difficult to break.

a a

branch a : branch b :

a a

b a

b a b

length = 150 mm rotation = 190 degree length = 200 mm rotation = 155 degree

This br the spa a roof s

The root-like structure act like a floor structure and also help soil to hold together make it difficult to break

ARCHITECTURE PORTFOLIO

LIMITED CONDITIONS - Structure built near the sea shore need be very careful about salt deterioration - Sun light need to reach the sea surface beneath the project for anyfungi or sea animal to live

SOLUTION the design aims to create a space that compromise humanâ&#x20AC;&#x2122;s need and nature together without breaking one and to solves the curent problem can divide into 3 points 1.solving problem of the coastal erosion by using the structure of the mangrove 2.increasing tourism indusrty 3.both balancing each other and also compromise so its a win-win situation a b

a a

b a

a b

b a

a b

b a b

branch a : branch b :

length = 190 mm rotation = 160 degree length = 150 mm rotation = 190 degree

ranch-like structure can define ace underneath and also act like structure

branch a : branch b :

length = 150 mm rotation = 180 degree length = 200 mm rotation = 150 degree

This project can stay along with the nature and fit to the context Roof level

Floor level

Sea Floor level This project not only increase toursim indusrty with out doing no harm to the nature but also recover coastal erosion problem SIRABHOP SAKULKEREWATANA

SANSIRI REAL ESTATE CAMP 1 day design competition 1st winning award (design team) Assigned by : Sansiri 2015

Housing project for Y generation in Sukhumvit district BKK. Competition focuses on architectural concept design from market target researches.

TARGET MARKET RESEARCH

GEN - Y

SELF ESTEEM

CONVENIENCE

ARCHITECTURE PORTFOLIO

HEALTHY

BORN IN 1980-1994 SOCIAL INTERACTION

PARTY

CELEBRATE DIVIERSITY

CONFIDENT HEALTHY

SOCIALLY ORIENTED

TECHNOLOGY-LOVER

FUN

SELF ESTEEM

UNIQUE

ONLINE SURFING

SPENDERS

MULTI-TASKING SPORT-LOVER

FRIEND = FAMILY

SHORT ATTENTION SPAN TRAVELLING LAZY

PARTY

CONVENIENCE GADGETS MAN SHOW OFF

FLEXIBILITY

TRAVELLING

SIRABHOP SAKULKEREWATANA

SOCIAL INTERACTION

CONCEPT INTERACTION

: According to the target market research generation-Y is so unique by their nature, social interaction, tends to be the advantage personality for them. Not only an interaction between human to human but also with human to animal and nature as well.

RELATIONSHIP TYPE A

ACTIVITIES

FUNCTION

HUMAN - HUMAN

Working, Meeting, Work out Studying

Restaurant, Cofee shop, Library, Co-working space

RELATIONSHIP TYPE B

ACTIVITIES

FUNCTION

HUMAN - ANIMALS

Petting, Feeding, Walking

Garden, Walking path, Pet shop, Pet salon

RELATIONSHIP TYPE C

ACTIVITIES

FUNCTION

HUMAN - NATURE

Resting, Planting,

Garden, Seating

ARCHITECTURE PORTFOLIO

SKETCH DESIGN

IDEAS AND SKETCHES

CONCEPT DIAGRAM

RELATIONSHIP TYPE HUMAN - HUMAN

RELATIONSHIP TYPE HUMAN - ANIMALS

A B

A HUMAN - HUMAN LIVING SPACE

A+B+C COMMON SPCAE

NATURE SPACE

RELATIONSHIP TYPE HUMAN - NATURE

B HUMAN - ANIMALS LIVING SPACE

SECTION DIAGRAM

SIRABHOP SAKULKEREWATANA

RELATIONSHIP TYPE A Locate on the upper half of the building with a corridoor for walking and running track HUMAN - HUMAN

RELATIONSHIP TYPE B Locate on the lower half of the building with a corridoor for walking their pets HUMAN - ANIMALS

RELATIONSHIP TYPE C Nature is intregrated in the building as a little garden and verticle plants on every floor HUMAN - NATURE

ARCHITECTURE PORTFOLIO

RELATIONSHIP TYPE A+B+C HUMAN - ANIMALS NATURE

A Common space for public activities including gardens swimming pool walking track

RELATIONSHIP TYPE A A Common space for an activity that need alittle more privacy such as library co-working space. HUMAN - HUMAN

SIRABHOP SAKULKEREWATANA

INTERIOR PERSPECTIVE

EXTERIOR PERSPECTIVE

ARCHITECTURE PORTFOLIO

SIRABHOP SAKULKEREWATANA

SHADE

International design compettion Theme : Diversity Architecture Assigned by : Sou Fujimoto 2016

Shade is a shelter design emerge from the idea of lighting and peopleâ&#x20AC;&#x2122;s activities accoding to time of the day. Hence, by using light and shading density its define people activities differently though different area of shading and floor slope.

Hours of day create difference lighting efftect depend on multiple parameters such as the angle of light, thickness of the ceiling, the size of the opening.

21 june BKK , THAILAND

ROOF PLAN

8.00

10.00

12.00

14.00

16.00

Light Accesibilities

ARCHITECTURE PORTFOLIO

Other than light boundaries, space itself also define activities of people. Sloping and contour encourage people to move differently as like dot(stable activities), line(vector movement activities) and plane(group active activities). Dense of columns also act as a boundaries for each activities above. FLOOR PLAN

plane

line

dot

Activities Movement

SIRABHOP SAKULKEREWATANA

FLEX

the design aims to create a public space that encourage activities that design compettion are rarely occured due to the limited Final listed condition by using a product Assigned by : HUSSEY MAXAM advantages from Hussey Maxam. 2016

HUSSEY MAXAM TELESCOPIC SEATING “ PUBLIC RECREATION STATION ”

AIMS

MO VA B

CH TA LA

MO VA B

L WA

In bangkok, space is very tiny and very limited that it should be the most efficiency. How can we fit so many function in one space ? With the advantages of the seating, space can be formed in many shapes and sizes to create various of spaces depend on the activities they need to be use either wall or seating and either a theater or a basketball court

B TA

“ FLEXIBLE”

R PO

FIX

B TA

R PO

THE DESIGN CONCEPT

FIX ED

the design aim to create a public space that encourage people’s activities that is rarely occured because of some limited condition such as accessibilitiy time location or pricing by using hussey maxam teloscopic advantages in the design

8 wall-attatched hussey maxam telescopic seatings are fixed to create a big enclosed space while 6 portable hussey maxam telesopic seatings can be moved to divide the big space into a size that fits the activities

Portable hussey maxam telesopic seatings can be moved can act like a wall to create circulation routine or enclosed space to give audiences various sizes of space depends on the activities they are using

Sport such as small group activities like batminton muzzle volleyball or big group activities like footsul or basketball can be shown and seperated with a guideline of LED light that embeded between the floor whic can be turn on and off to be suited to each sport playing

One of the advantage of hussey maxam telesopic seating is it can be closed into a pocket for maximiazing the space

When seating are closed in the pocket. Seatings can be an interactive display to show the curently score or can be use to provide information about the next game or the next exhibition

ARCHITECTURE PORTFOLIO

D FIX E

CH TA LA

L WA

ED CH TA LA

L WA

FIX E

D FIX E

E CH TA LA

L WA

ED CH TA LA L WA

SIRABHOP SAKULKEREWATANA

NO TYPE SYSTEM (design team) Interior project International design compettion Theme : Inovation Architecture Assigned by : Eurostar Bacelona Spain 2016

No Type Systemâ&#x20AC;? is created from L-shaped unit as a single modular unit in order to generate the flexible furniture in the room. The unit can be shaped up to any furniture so, you will have only your desired furniture in your room without unnecessary items wasting your roomâ&#x20AC;&#x2122;s area.

NO TYPE SYSTEM We create a modular unit system to make the hotel become more innovative. With a “ new booking operation ” which brings customers to new experience, NO MORE ROOM TYPE , NO MORE UNNECESSARY FUNCTION. Every room layout and furniture is flexible to fit any lifestyle. All furnitures in this hotel consists of a single type of modules. BENEFITS OWNER 1. single type modules = mass production = less investment 2. fully occupancy CUSTOMER

1. fit their lifestyles 2. less unnecessary function = more space

HOTEL BOOKING OPERATION EXISTED

PROPOSED

DD / MM /YY

Double Room Deluxe

Double Room Duluxe - MVV Package Junior suite

3. PERSONAL DATA AND PAYMENT

amount

DD / MM /YY area

Room

4 m. x 7 m.

Bed

1.2 m. x 2 m.

Work space

0.8 m. x 0.4m.

Wardrobe

2.4 m.x 2 m.

. ..

T U

Rooms 1 , Adults 2 , Children 0

DD / MM /YY

3. PERSONAL DATA AND PAYMENT

ARCHITECTURE PORTFOLIO

x4 x3 x3

UNIT SYSTEM

0.40

0.4 0

SIRABHOP SAKULKEREWATANA

0.4

FLEXIBILITIES

Soloist Room size - 9 Furnitures - 1 120 x 200 x 40 Bed , 1 40 x 80 x 120 wardrobe , 1 40 x 80 x 40 lugga Aditiona

Family Room size - 9 Furnitures - 1 120 x 200 x 40 Bed , 1 200 x 200 x 40 Bed , 1 40 x 80 x 120 W 2 40 x 80 x 40 lugga Additionnal Boo

ARCHITECTURE PORTFOLIO

9.3 m x 3 m age carrier al Shelves

Double bed Room size - 7 m x 4 m Furnitures - 2 120 x 200 x 40 Beds , 1 40 x 80 x 120 Wardrobe Aditional Shelves

9.3 m x 3 m Wardrobe , age carrier ok shelves

Bussiness Room size - 7 m x 4 m Furnitures - 1 120 x 200 x 40 Bed , 1 40 x 80 x 120 Wardrobe, 1 40 x 80 x 40 luggage holder 1 120 x 40 x 80 Desk Aditional Shelves , Chair

SIRABHOP SAKULKEREWATANA

MATERIAL MIRROR using mirror as wall and ceiling to make the room looks larger

WOOD using wood to create HOMEY and WARM welcome feeling

3 2 1

1 BED

2 CHAIR

3 WORK TABLE

4 LUGGAGE CARRIER

ARCHITECTURE PORTFOLIO

5 WARDROBE

SHOE RACK

7 SHELF

SIRABHOP SAKULKEREWATANA

HONTHI Responsibilities : Concept design and site analysis

Chapman Taylor Client : Liberty corporation development Ninh HĂ˛a, Vietnam 2017

is the zero-wasted eco island in Vietnam with the aproximate area of 2 millions sqm. My key role is to analyse the overall area of the island such as wind, sun path, flood and slope analysis. And to delivered the over all master planing concept, Fishing net, inspired from their rich historic site

SITE

VIETNAM

GENERAL OVERVIEW Located along Vietnam’s South Central Coastline, Hon Thi islands are an untouched natural paradise. Nestled within Nha Phu Bay, the site boasts outstanding natural beauty, from stretches of golden sand beaches and crystal clear waters to rugged limestone formations and dense tropical landscapes. The 247 hectare site welcomes sunrise views across Nha Phu Bay, uninterrupted views south to Bien Dong and sunset views looking towards the Vietnamese/Laotian boarder. This unprecedented natural beauty is complemented by the biodiversity found around Hon Thi, wildlife roams the hills whilst exotic fish are found in the islands very own coral reef. This unique and broad biodiversity should be celebrated and preserved, becoming a landmark for wildlife conservation within the region.

CHINA

VIETNAM LAOS

THAILAND

CAMBODIA SITE HON THI ISLAND

SITE

HON THI ISLAND

HON VUNG

NHA PHU BAY

ORCHID ISLAND RESORT

NINH VAN BA HO WATERFALLS CLIFF JUMPING

AN LAM RETREATS

NGOC DIÊM

HOSTELS

HON THI ISLAND

HON SAM

CRUISE TERMINAL

NHA PHU BAY, NINH WARD, NINH HOA DISTRICT, KHANH HOA PROVINCE, VN PLOT AREA = 2,476,067 SQM. MAX BUILDING HEIGHT 16 M.

HON LAO ANIMAL PARK 15 KM

FR O M N HA

58 KM. (1 HR DRIVE) FROM CAM RANH INTERNATIONAL AIRPORT, NHA TRANG

SIX SENSES NINH VAN BAY

30 MINS. BOAT TO NHA TRANG

TR A NG B E AC H

BIEN DONG

ARCHITECTURE PORTFOLIO

SITE ENVIRONMENTAL ANALYSIS: SUN PATH DIAGRAM AND TEMPERATURE

40.0

SOURCE: HTTPS://WWW.WORLDWEATHERONLINE.COM

Dry Bulb Temperature (C) (Hourly Average) Highest temperature

37.5 35.0 32.5 30.0 27.5

Legends

25.0

Highest Dry Bulb Temperature

22.5

Average Dry Bulb Temperature

20.0

Lowest Dry Bulb Temperature

Lowest temperature

17.5

Comfort Band

15.0 Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

ALL YEAR

Sun path NHA TRANG 1 JAN 1:00 - 31 DEC 24:00 .

JUNE SOLTICE

June Solstice

MARCH EQUINOX

DECEMBER SOLTICE

March Equinox

December Solstice

Source : https://www.gaisma.com/en/location/nha-trang.html

SITE ENVIRONMENTAL ANALYSIS: WIND ROSE

SOURCE: HTTPS://WWW.WINDFINDER.COM

JANUARY AVG. TEMP 25 C

MAY AVG. TEMP 30 C

JANUARY FEBRUARY AVG. TEMP 26 C

JUNE

MARCH AVG. TEMP 27 C

JULY

APRIL AVG. TEMP 29 C

AUGUST

AVG. TEMP 30 C

OCTOBER

NOVEMBER

DECEMBER

AVG. TEMP 27 C

AVG. TEMP 26 C

AVG. TEMP 30 C

ALL YEAR

Wind direction distribution NHA TRANG JANUARY - DECEMBER .

SEPTEMBER

SIRABHOP SAKULKEREWATANA AVG. TEMP 29 C

AVG. TEMP 28 C

SITE

N 0

TOPOGRAPHY

50 100

200

400M

SCALE 1:10000 @A3

LEGEND ELEVATION LINE FOR EVERY 25 M. HEIGHT BOUNDARY LINE

LOCATION : Nha Phu bay, Ninh Ward, Ninh Hoa district, Khanh Hoa province, VN

+0.0

PLOT AREA = 2,476,067 SQM. MAX BUILDING HEIGHT 16 M .

+25.00

+50.00

+75.00 +100.00

.00

+12 +15

0.00

+175.0 +2

.00

+175.00

+1 +100.00

+200.00

+150.00 .00

+75.0

+50.0

+25.00

+0.00

SITE

N 0

RAIN WATER / FLOOD ANALYSIS

50 100

200

400M

SCALE 1:10000 @A3

LEGEND DIRECTION OF RAIN MANGO TREE, WATER LONGAN TREE BOUNDARY LINE

ARCHITECTURE PORTFOLIO

SITE

N 0

BOTANICAL INFORMATION

50 100

200

400M

SCALE 1:10000 @A3

LEGEND MANGO TREE, LONGAN TREE VEGS FLOWER BUSHES COCONUT TREE DRAGON FRUIT BANANA GRASS FERN BOUNDARY LINE

SITE

N 0

SLOPE ANALYSIS

50 100

200

400M

SCALE 1:10000 @A3

LEGEND DEGREES OF SLOPE 45.00 40.50 36.00 31.50 27.00 22.50 18.00 13.50 9.00 4.50 <0.00 BOUNDARY LINE

SIRABHOP SAKULKEREWATANA

HON THI EC

“The very first Zero its class in Sou

WASTE

ENERGY

• • • •

On-site waste management center Recycling plant Organic waste composting and energy plant On-site incinerator for non-recyclables - incinerator plant can be utilized to create electricity for the Islands • Electric Collection Vehicles • No waste sent Landfill

• • • • • • •

Solar farm Biofuel production Heat recovery Turbine (Incinerator) Natural energy processing plant Hydro-Electricity (Reservoir) Biomass & organic waste energy plant Energy Storage facilities (Lithium Ion Battery Plant)

ZERO-WASTE TERRITORIES

ORGANIC WASTE COMPOSTING Hill Trekking

BIODIESEL PRODUCTION

HillBIOMASS Trekking

ON-SITE INCINERATOR

ELECTRIC COLLECTION Hill VEHICLES Trekking

HYDRO-ELECTRICITY

ENERGY STORAGE FACILITIES

ARCHITECTURE PORTFOLIO

CO ISLANDS

o-Waste Eco Island of uth East Asia.â&#x20AC;?

WATER

TRANSPORT

Water reservoir Water treatment plant Wastewater treatment plant Rainwater harvesting Grey water recycling Responsible water consumption campaign

Bicycle sharing scheme Electric cars Electric shuttle buses/minivans Buggies Biofuel ATVs Cable car Electric shuttle boats (electric motor or solar powered) Autonomous aerial vehicles (AAVs)

WATER RESERVOIR

WASTE WATER TREATMENT

CABLE CAR

CYCLING

RAINWATER HARVESTING

RESPONSIBLE WATER CONSUMPION CAMPAIGN

ELECTRIC SHUTTLE BUS

AAVS

SIRABHOP SAKULKEREWATANA

MASTER PLAN FISHING COMMUNITIES

“The region is famous for the local fishing communities and their unique cultural heritage of textiles, food, art, basket weaving net weaving and floating dwellings, all being passed down from generation to generation” 54 HON THI ECO ISLANDS KHANH HOA, VIETNAM l

MASTER PLAN CONCEPT l

MAY 2018

INTERWEAVING

ORGANIC

LAYERS

PLACES AND PEOPLE ARE TIED TOGETHER,

SMOOTH AND FINE LINES BRING AN ORGANIC

OVERLAPPING TEXTURES AND TONES CAN BE

BRINGING IN POSITIVE RELATIONS AND

LANDSCAPE TO THE ISLANDS.

FOUND AND EXPRESSED.

CONNECTIONS.

ARCHITECTURE PORTFOLIO

LONG-STANDING FISHING COMMUNITIES

Hon Thi is a great island with rich historical value, in particular with it’s connection to the local fishing communities and their way of life. Hon Thi provided shelter and shade for locals and this courtesy is repaid with kind attention on environmental protection. The bond between Hon Thi and the local communities is far beyond the word ‘strong’, they are bound by heart, sentiment and feelings.

An existing hermitage was built on Hon Thi by local fisherman more than 100 years ago, in the honour of the God of the Sea or so the legend goes... The Sea God rewarded the local fishermen’s loyalty and prayers with the gift of a magical net to acquire all the treasures of the sea. This net allowed all of the surrounding fishing communities to flourish and share in the new found abundance. The fishing net represents the strong bond between the island and the people since it was the fishermen’s hand & heart for an age. It is from this connection the we find the concept for the Hon Thi Eco Islands Master Plan.

Organic forms and lines that are found the geometry of the nets are expressed in the Master Plan using Architecture and landscape to vocalize the concept. The nets also allow for all of the components of the Master Plan to intertwine and connect with one another, a direct response to the symbolism of the connection between Hon Thi and the surrounding communities.

55 HON THI ECO ISLANDS KHANH HOA, VIETNAM l

MASTER PLAN CONCEPT l

MAY 2018

HARMONY

TRANSPARENT

MOVEMENT

CURVILINEAR FORMS HARMONIZE WITH

TRANSPARENCY OF THE NETS ALLOWS THE

THERE IS A POETIC NOTION REGARDING

THE SEA WAVES.

LIGHT & THE AIR TO PASS THROUGH.

THE DYNAMIC MOVEMENT OF THE NETS IN THE WIND.

SIRABHOP SAKULKEREWATANA

CONCEPT DIAGRAM

MOVEMENT

LAYERS

ORGANIC

CIRCULATION IN THE ISLAND

BUILDINGS AND FORMS

LANDSCAPE

NETS ALWAYS SPREAD OUT IN MULTIPLE

OVERLAPPING LAYERS OF NETS RESPOND

CURVILINEAR FORMS CREATE AN

DIRECTIONS AND FORM SEVERAL WAYS,

TO THE ISLAND CONTOURS AND PROVIDE

ORGANIC SHAPE OF LANDSCAPE IN A

ROUTES AND PASSAGES BETWEEN THE

AREAS OF DENSITY AND AREAS OF

THREE-DIMENSION SYSTEM.

DIFFERENT ZONES ON THE ISLANDS.

LANDSCAPE

ARCHITECTURE PORTFOLIO

“ A SINGLE ELEMENT THAT ELEGANTLY TIES ALL OF THE COMPONENTS OF THE MASTERPLAN TOGETHER”

INTERWEAVING

TRANSPARENT

HARMONY

IN FUNCTION AND FORM

PANORAMIC VIEWS AROUND THE ISLAND

MAN-MADE AND NATURAL

TWIST AND INTERWEAVING COMPONENTS

AN OPPORTUNITY TO SEE AND WALK

WHEN THINGS ARE WELL-PLACED, THEY ARE

SIRABHOP SAKULKEREWATANA

MASTER PLAN AERIAL VIEW FROM THE NORTH-WEST

60 HON THI ECO ISLANDS KHANH HOA, VIETNAM l

MASTER PLAN CONCEPT l

MAY 2018

MASTER PLAN

ZONING PLAN

LUXURY RESORT ISLAND 30 KEYS GFA = 6,734 SQ.M.

FAMILY RESORT 60 KEYS GFA = 16,754 SQ.M. WATER RESERVOIR & STREAM LAND AREA =31,290 SQ.M.

AGRICULTURAL AREA LAND AREA = 39,361 SQ.M.

NATURAL PRESERVATION AREA

AGRICULTURAL AREA LAND AREA =138,985 SQ.M. SERVICES / INFRASTRUCTURES GFA = 4,338 SQ.M.

MARKET TOWN MARINA RETAIL / F&B BEACH MARKETPLACE ENTERTAINMENT SHOW PERFORMANCE GFA = 15,000 SQ.M. AGRICULTURAL AREA LAND AREA = 99,075 SQ.M.

HILL TOP ACTIVITIES GFA = 6,400 SQ.M.

NATURAL PRESERVATION AREA

SOLAR FARM LAND AREA = 64,430 SQ.M.

RESEARCH ISLAND GFA = 3,850 SQ.M.

WATER FARM

HOTEL

SERVICED APARTMENTS

300 KEYS 200 ROOMS ARCHITECTURE PORTFOLIO

GFA = 30,000 SQ.M.

GFA = 25,035 SQ.M.

THE LUXURY HILLSIDE 100 BUNGALOWS GFA = 37,375 SQ.M.

KEY PLAN

61 HON THI ECO ISLANDS KHANH HOA, VIETNAM l

MASTER PLAN CONCEPT l

MAY 2018

MASTER PLAN

LAND USE PLAN

TOTAL LAND AREA TOTAL GFA

LUXURY RESORT ISLAND SECTOR 1 LAND AREA = 109,068 SQ.M. BCA = 6,734 SQ.M. OSR = 94% GFA = 6,734 SQ.M. FAR = 1:0.06 BUILDING DENSITY = 6%

FAMILY RESORT SECTOR 10 LAND AREA = 140,437 SQ.M. BCA = 16,754 SQ.M. OSR = 88% GFA = 16,754 SQ.M. FAR = 1:0.12 BUILDING DENSITY = 12%

WATER RESERVOIR & STREAM SECTOR 7 LAND AREA =31,290 SQ.M.

AGRICULTURAL AREA SECTOR 6 LAND AREA = 39,361 SQ.M.

AGRICULTURAL AREA SECTOR 9 LAND AREA =138,985 SQ.M.

MARKET TOWN SECTOR 3 LAND AREA = 105,553 SQ.M. BCA = 15,000 SQ.M. OSR = 90% GFA = 15,000 SQ.M. FAR = 1:0.14 BUILDING DENSITY = 14%

SERVICESINFRASTRUCTURES SECTOR 8 LAND AREA = 24,000 SQ.M. BCA = 4,338 SQ.M. OSR = 82% GFA = 4,338 SQ.M. FAR = 1:0.18 BUILDING DENSITY = 18%

SOLAR FARM SECTOR 4 LAND AREA = 64,430 SQ.M.

HILL TOP ACTIVITIES SECTOR 2 LAND AREA = 63,923 SQ.M. BCA = 6,400 SQ.M. OSR = 90% GFA = 6,400 SQ.M. FAR = 1:0.10 BUILDING DENSITY = 10%

AGRICULTURAL AREA SECTOR 5 LAND AREA = 99,075 SQ.M. RESEARCH ISLAND SECTOR 11 LAND AREA = 62,445SQ.M. BCA = 3,850 SQ.M. OSR = 94% GFA = 3,850 SQ.M. FAR = 1:0.06 BUILDING DENSITY = 6%

2,713,122 SQ.M. 162,021 SQ.M.

HOTEL SECTOR 12 LAND AREA = 84,142 SQ.M. BCA = 8,580 SQ.M. OSR = 90% GFA = 30,000 SQ.M. FAR = 1:0.35 BUILDING DENSITY = 10%

SERVICED APARTMENTS SECTOR 13 LAND AREA = 58,900 SQ.M. BCA = 13,094 SQ.M. OSR = 78% GFA = 25,035 SQ.M. FAR = 1:0.42 BUILDING DENSITY = 22%

SIRABHOP SAKULKEREWATANA

THE LUXURY HILLSIDE SECTOR 14 LAND AREA = 289,380 SQ.M. BCA = 37,375 SQ.M. OSR = 87% GFA = 37,375 SQ.M. FAR = 1:0.13 BUILDING DENSITY = 13%

AONANG RESORT

A project of concept design inspired from surrounding elements, sheer Responsibilities: limestone cliff, pick up their Concept design characteristic to be a key architectural element. Chapman Taylor Client : Raimonland Krabi, Thailand 2017

THE CONCEPT INSPIRATIONAL ELEMENTS

SURROUNDING LANDSCAPE S find the inspiration for our concept. By looking at the complex textures, contrasts and ruggedness of the limestone formations we can begin to abstract and express these characteristics through the architectural concept TEXTURES

GREEN

TEXTURE TONES ROCK

CONTRASTS TONES CONTRASTS

REFLECTIONS WATER

REFLECTIONS

01`

THE CONCEPT KEY ARCHITECTURAL ELEMENTS

DIRECTIONAL VIEWS

STACKING AND INTERSECTING VOLUMES

ARCHITECTURE PORTFOLIO

A NETWORK OF WALKWAYS

THE CONCEPT STEP 1 - MAXIMIZE SITE AREAS

RESORT HOTEL AO NANG

MAXIMIZING THE SITE:

HUMAN SCALE:

SHUFFLE THE ARCHITECTURE

REDUCE THE MASS

CREATE POCKETS OF USABLE AREAS

PUSH FOOTPRINT OF BUILDINGS TO THE SITE BOUNDARY LINE

CREATE LARGE CENTRAL AREA FOR FACILITIES

OPTIMIZE BUILDING HEIGHTS ACCORDING TO LOCAL REGULATIONS

RESORT HOTEL AO NANG

AUGUST 2017

THE CONCEPT

STEP 3 - ROTATE TO MAXIMIZE VIEWS

RESORT HOTEL AO NANG

THE CONCEPT STEP 2 - ADAPTING THE ARCHITECTURE

AUGUST 2017

THE CONCEPT STEP 4 - COMPLETED CONCEPT MASSING

PRIORITISE KEY VIEWS:

FINALIZED MASSING:

DIRECTIONAL ARCHITECTURE

STEPPING DOWN WITH THE NATURAL TERRAIN

ROTATE MASSING TO FRAME KEY VIEWS

ARCHITECTURE SETTLES INTO ENVIRONMENT

VIEWS TO AO NANG BAY, RAILAY CLIFFS AND NEAR BY ISLANDS

CLEAR VIEWS TO THE SEA AND HILLS

OPTIMIZE BUILDING HEIGHTS ACCORDING TO LOCAL REGULATIONS

RESORT HOTEL AO NANG

AUGUST 2017

THE CONCEPT STEP 5 - CONNECTED FACILITIES

AUGUST 2017

RESORT HOTEL AO NANG

THE CONCEPT STEP 6 - PRIVATE ROOMS

PRIVATE AREAS:

FACILITES:

OPEN AND CONNECTED

STRIKING ARCHITECTURAL CONCEPT

AT THE HEART OF THE DEVELOPMENT

POCKETS OF INTIMATE SPACE

INTEGRATED INTO THE LANDSCAPE

MOUNTAIN AND SEA VIEWS

TAKING GUESTS ON A JOURNEY FROM BEACH TO ROOM

RESORT HOTEL AO NANG

AUGUST 2017

THE CONCEPT STEP 7 - BUILDING CONFIG. & ROOM TYPES

AUGUST 2017

THE CONCEPT STEP 8 - WALKWAYS & CONNECTIONS

ROOM TYPES: -

STANDARD ROOM 24 SQ.M.

CORNER ROOM 24-36 SQ.M.

POOL ACCESS ROOM 28 SQ.M.

SUITE 48 SQ.M.

SIRABHOP SAKULKEREWATANA TO THE BEACH

RESORT HOTEL AO NANG

AUGUST 2017

BUGGY ROUTE

PEDESTRIAN ROUTE

RESORT HOTEL AO NANG

48 02 RESORT AO NANG THE HOTEL CONCEPT

AUGUST 2017

MASTERPLAN TYPICAL LEVEL

STANDARD ROOM

BUILDING F

CORNER ROOM POOL ACCESS ROOM SUITE BUILDING E

F&B

BUILDING I

SPA

BUILDING G

BUGGY ROUTE PEDESTRIAN ROUTE

BUILDING D

F&B

BUILDING H

BUILDING A

SPA

BUILDING B BUILDING C

RESORT HOTEL AO NANG

AUGUST 2017

ARCHITECTURE PORTFOLIO

APPENDIX SITE PARAMETERS

SITE PARAMETERS: • 3M BOUNDARY OFFSET • 30 M. FROM SHORELINE SETBACK • MAX. BUILDING HEIGHT 7M. (WITHIN 20 M. AFTER 30M. SHORELINE SETBACK) • MAX. BUILDING HEIGHT 12M. (WITHIN 150 M. AFTER 50M. FROM SHORELINE, AND LESS THAN 20% SLOPE) • MAX. BUILDING HEIGHT 6M. (WITHIN 150 M. AFTER 50M. FROM SHORELINE, AND BETWEEN 20% - 35% SLOPE) • NO BUILDING ALLOWED OVER 35% SLOPE

20% SLOPE (NEED TO BE VERIFIE

20% - 35% SLOPE

LAND AREA PLOT C 8,030 SQ.M.

(NEED TO BE VERIFIE

LAND AREA PLOT B 5,500 SQ.M.

SITE

S 70%

PLOT A+B = 12,320 SQ.M. MAX. GFA PER BUILDING 2,000 SQ.M. 60% OPEN SPACE REQUIRED PLOT C = 8,030 SQ.M.

LOPE

S 70% LOPE

DISCLAIMER All the information included in this Feasibility Study is based on data/information gathered from various secondary sources and third parties with the corresponding need for certain assumptions and interpretations. Although, due care and diligence has been taken in compiling this document, the information of reference may vary due to any change in the regulations framework or project environment. As a consequence, the use of the information is at the discretion of the end user and Chapman Taylor will not hold any liability for any variation, change, loss, financial or otherwise, resulting from this study. The prospective user of this document is encouraged to carry out his/her own due diligence and gather any information he/she considers necessary for making an informed decision at this stage. Upon project moving forward to subsequent stages, Chapman Taylor scope would include to exercise its own due diligence internally to confirm the project environment and applicable regulations with the relevant parties and authorities.

MAX. BUILDING HEIGHT 6M. AND 12 M.

LAND AREA PLOT A 6,820 SQ.M.

50 METERS FROM SHORELINE MAX. HEIGHT 7 M. 30 METERS FROM SHORELINE

Code and regulations applicable have been consulted with government Ao Nang municipality if needed.

118

SIRABHOP SAKULKEREWATANA

SURIN RESORT

My responsibilities was to analyse and study on feasibility design, Responsibilities: including code analysis and various of Feasibility study project master planing options for resort near Surin beach, Phuket, Thailand. Chapman Taylor Client : Raimonland Phuket, Thailand 2017

LO C AT IO N S U R I N , P HU K E T

L OC A T I O N T O P HU K E T I N T E R N A T I O NA L A IR P O R T

TA MB O N C H O E N G T HA L E , A MP H O E T HA L A N G , C HA N G W A T P HU K E T 83 110 C O O R DIN AT E 7.9 75 4 4 3 , 9 8 . 2 8 14 74

S IT E S U RI N B E A C H

TA MB O N C H O E N G T H A L E

HIG

A N DA MA N S E A

S IT E C O D E ANA LY S I S

50 M.

20 0 M.

15 0 M .

AREA 1

AREA 2

AREA 3

SHO R E LINE

A F T E R 50 M.

A F T E R 15 0 M .

SETBACK

SE T B A C K

50 M. F R O M

W I T H I N 15 0 M .

W IT HIN 20 0 M.

SOI HAT SUR

G EN

T O K A MA L A HIG HW AY 4 0 25

ACH RI N BE TO SU O G 8 IN AT S UR ACK IN E S E T B . S HO R E L E R 15 0 M 20 0 A F T W IT H IN

LI M SHO R E 50 M. F R O

SHO R E LI

S UR IN BEACH

AREA 8 350 M. F R O M SHO R E LINE SE T B A C K

ORELI 350 M. S H

8 IN

SOI H

R AI

ACK NE SETB

PHA S E 1

PHA S E 2

AREA 6

4 0 M.HE IG HT F R O M ME A N S E A L E V E L

ARCHITECTURE PORTFOLIO

S IT E C O D E A NA LY S I S

R E G UL ATIO NS • M I N I S T E R I A L R E G U L A T I O N N O . 2 0 ( B . E . 25 3 2 ) • E I A P HU K E T ( B . E . 2 5 5 3 )

AREA 6 ( 4 0 M E T E R S H E I G H T F R O M MA E N S E A L E V E L ) 55 45

50 . 00

. 00

.00

. 00 40

R E GUL ATIO N: • MA X . B U IL D IN G H IG H T +6 .0 0 M . • S L O P E 2 0 %-3 5 %, B U ILT U P 9 0 S Q .M ., O S R 70 % • S L O P E 3 5 %- 5 0 %, B U ILT U P 8 0 S Q .M ., O S R 75 % • G R EE N A R E A = 5 0 % O F O S R

.00

CK CK E T B EAT B A I NE LE ISN E S L E R R .S H O .S H O 50 M 3 5 0 3M

. 00

20 . 00

S IT E • L A N D A R E A = 2 ,7 3 0 S Q . M . • S L O P E 3 5%- 5 0 % • MA X . B U IL D IN G H IG H T 6 .0 0 M . • O S R 7 5 % ( 2 , 0 4 8 S Q . M .) • BI U L D U P = 6 8 2 S Q . M . ( M A X .)

15 .00

PHA S E 2

AREA 8 ( 3 5 0 M . SH OR EL I N E S E T B A C K ) R E GUL ATIO N • S L O P E 0 % - 2 0 % , M A X . B U I L D I N G H I G H T +2 3 . 0 0 M . • S L O P E 2 0 %-3 5 %, B U ILT U P 9 0 S Q .M ., O S R 70 %, MA X . B U I L D IN G H I G H T +12 . 0 0 M . • S L O P E 3 5 %- 5 0 %, B U ILT U P 8 0 S Q .M ., O S R 75 %, MA X . B U I L D IN G H I G H T +12 . 0 0 M . • G R EE N A R E A = 5 0 % O F O S R

PHA S E 1

25 E 40 AL TH AY W NG RT G H O E PO R CH AI TO

S IT E • L A N D A R E A = 3 ,3 3 0 S Q .M. • S L O P E 3 5%- 5 0 % • M A X . B U I L D I N G H I G H T +12 . 0 0 M . • O S R 7 5 % ( 2 , 4 9 8 S Q . M .) • BI U L D U P = 8 3 3 S Q . M . ( M A X .)

AREA 3 A ( W I T H I N 2 0 0 A F T E R 15 0 M . S HOR EL I N E S E T B A C K ) R E GUL ATIO N • M A X . B U I L D I N G H I G H T +12 . 0 0 M . • S L O P E 2 0 %-3 5 %, B U ILT U P 9 0 S Q .M ., O S R 70 % • G R EE N A R E A = 5 0 % O F O S R S IT E • L A N D A R E A = 2 ,4 4 0 S Q .M . • S L O P E 20 %-3 5% • M A X . B U I L D I N G H I G H T +12 . 0 0 M . • O S R 7 0 % ( 1,7 0 8 S Q . M .) • BI U L D U P = 7 3 2 S Q . M . ( M A X .)

Y 4 0 25 HIG HW A LA T O K AM A

AREA 3 B ( W I T H I N 2 0 0 A F T E R 15 0 M . S HOR EL I N E S E T B A C K ) R E GUL ATIO N • M A X . B U I L D I N G A H I G H T +16 . 0 0 M . • S L O P E L E S S T HA N 2 0 % , O S R 3 0 %

0 IN 20 W IT H

M . FRO 15 0 M R E T F

S H OR

E EL I N

S IT E C O D E ANA LY S I S

R E G UL ATIO NS • M I N I S T E R I A L R E G U L A T I O N N O . 2 0 ( B . E . 25 3 2 ) • E I A P HU K E T ( B . E . 2 5 5 3 )

AREA 8

AREA 6

AREA 3 B

AREA 3 A

AREA 6 (4 0 ME T E R S H E IG H T F R O M MA E N S E A L E V E L ) +5 5 . 0 0 M .

+5 0 . 0 0 M . +4 5 . 0 0 M .

S IT E • L A N D A R E A = 2 ,0 8 1 S Q .M . • S L O P E 3 5%- 5 0 % • MA X . B U IL D IN G H IG H T 6 .0 0 M . • O S R 7 5 % ( 1, 5 6 0 S Q . M .) • BI U L D U P = 5 2 0 S Q . M . ( M A X .)

+5 5 . 0 0 M . +4 0 . 0 0 M . +5 0 . 0 0 M . +3 5 . 0 0 M .

PHA S E 2

AREA 8 ( 3 5 0 M . S H OR EL I N E S E T B A C K )

+3 0 . 0 0 M . +2 5 . 0 0 M .

+4 5 . 0 0 M .

+2 5 . 0 0 M .

R E GUL ATIO N • S L O P E 0 % - 2 0 % , M A X . B U I L D I N G H I G H T +2 3 . 0 0 M . • S L O P E 2 0 %-3 5 %, B U ILT U P 9 0 S Q .M ., O S R 70 %, M A X . B U I L D IN G H I G H T +12 . 0 0 M . • S L O P E 3 5 %- 5 0 %, B U ILT U P 8 0 S Q .M ., O S R 75 %, M A X . B U I L D IN G H I G H T +12 . 0 0 M . • G R EE N A R E A = 5 0 % O F O S R

+4 0 . 0 0 M .

+3 5 . 0 0 M . 35

+2 0 . 0 0 M .

+3 0 . 0 0 M .

S IT E • L A N D A R E A = 3 ,6 2 2 S Q .M . • S L O P E 3 5 % - 50 % • M A X . B U I L D I N G H I G H T +12 . 0 0 M . • O S R 7 5 % ( 2 ,7 16 S Q . M .) • BI U L D U P = 9 0 5 S Q . M . ( M A X .)

+2 5 . 0 0 M .

F U T U R E D E V E L OP M E N T +2 0 . 0 0 M .

PHA S E 1

AREA 3 A

+15 . 0 0 M .

( W I T H I N 2 0 0 A F T E R 15 0 M . S HOR EL I N E S E T B A C K ) R E GUL ATIO N • M A X . B U I L D I N G H I G H T +12 . 0 0 M . • S L O P E 2 0 %-3 5 %, B U ILT U P 9 0 S Q .M ., O S R 70 % • G R EE N A R E A = 5 0 % O F O S R S IT E • L A N D A R E A = 2 ,4 4 0 S Q .M . • S L O P E 20 %-3 5% • M A X . B U I L D I N G H I G H T +12 . 0 0 M . • O S R 7 0 % ( 1,7 0 8 S Q . M .) • BI U L D U P = 7 3 2 S Q . M . ( M A X .)

+15 . 0 0 M .

25 40 LA A Y MA W KA H G I TO

HIG HW A T O C HO E Y 4 0 25 NG THA L E T O A I RP O RT

AREA 3 B ( W I T H I N 2 0 0 A F T E R 15 0 M . S HOR EL I N E S E T B A C K )

U TS A IH

S IT E • L A N D A R E A = 15 ,7 6 5 S Q . M . • S L O P E L E S S T HA N 2 0 % • M A X . B U I L D I N G H I G H T +16 . 0 0 M . • O S R 3 0 % ( 4 ,7 2 9 S Q . M .) • BI U L D U P = 11, 0 3 5 . 5 0 S Q . M . ( M A X .)

R E GUL ATIO N • M A X . B U I L D I N G A H I G H T +16 . 0 0 M . • S L O P E L E S S T HA N 2 0 % , O S R 3 0 %

HAT

CH TO B E A G O R IN SU

SOI

8 R IN

SIRABHOP SAKULKEREWATANA

G SU O T RI O N BE

F E A S I B I L I T Y P L A N N IN G O P T I O N 1 S IT E P L A N

A R E A 6 ( 4 14 S Q . M . ) ( 4 0 M E T E R S H E I G H T F R O M MA E N S E A L E V E L ) L IMITA IO N : • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

6 .0 0 M . 3 10 S Q . M . 10 4 S Q . M .

PROPOSE: • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

3 .0 0 M . 3 5 6 S Q .M. 5 4 S Q .M.

A R E A 8 (1 , 3 4 7 S Q . M . ) ( 3 5 0 M . SH OR E L I N E S E T B A C K ) L IMITA IO N : • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

12 . 0 0 M . 9 75 S Q .M. 325 S Q .M.

PROPOSE: • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

6 .0 0 M . 9 19 S Q . M . 320 S Q .M.

A R E A 3 A (1 , 3 0 9 S Q . M . ) ( W I T H I N 2 0 0 A F T E R 15 0 M . S HOR EL I N E S E T B A C K ) L IMITA IO N : • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

12 . 0 0 M . 9 16 S Q . M . 39 3 S Q .M.

PROPOSE: • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T = • GFA =

9 .0 0 M . 9 5 8 S Q .M. 3 4 8 S Q .M. 1, 5 12 S Q . M .

A R E A 3 B ( 12 , 0 3 9 S Q . M . ) ( W I T H I N 2 0 0 A F T E R 15 0 M . S HOR E L I N E S E T B A C K ) L IMITA IO N : • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

16 . 0 0 M . 3 , 6 11 S Q . M . 8 ,4 2 8 S Q .M .

PROPOSE: • B U IL D IN G H IG H T = • OSR = • F O O T P R IN T =

12 . 0 0 M . 6 ,528 S Q .M. 5 , 5 11 S Q . M .

* LE A S ABLE AREA E

X C L UDES CIRCUL

ATION , FA CILITIES

F E A S I B I L I T Y P L A N N IN G O P T I O N 1 IS O M E T RI C

SURIN PHUKET Resort Hotel O ption 1 : Phase 1 FUN C T IO N

G FA

AC C O MMO D AT IO N (264 KEYS) HOTEL TYPE A (96 KEYS) HOTEL TYPE B (78 KEYS) HOTEL TYPE C (72KEYS) HILL VILLA (16KEYS) POOL VILLA (2KEYS) TOTAL

3,306 2,568 2,160 1,280 108 9,422

TOTAL

250 30 280

REC EPT IO N LOBBY TOILET M/F

PO O L V ILL A S 10 8 S Q M .

HILL S V ILL A S 1, 2 8 0 S Q M .

TYPE C 2 ,16 0 S Q M .

TYPEB 2,56 8 S Q M.

S W IMMIN G P O O L 1, 4 0 0 S Q M . TYPE A 3 ,30 6 S Q M.

O FFIC E STAFF TOILET M/F OFFICE STAFF AREA TOTAL MIC E FAC ILIT IES PRE FUNCTION ( 1ROOM ) MEETING ROOM (2 ROOMS) FUNCTION ROOM (1ROOM)

10 90 15 115

TOTAL

360 80 120 560

TOTAL

100 120 100 30 350

TOTAL

1,600 1,400 150 30 3,180

FO O D AN D BEVERAG E RESTAURANT CAFÉ MAIN KITCHEN POOLBAR FAC ILIT Y RETAIL SWIMMING POOL GYM AND SPA LOCKER, CHANGE ROOM TOILET M/F

R E TA IL T E R R A C E S 6 50 S Q M.

BO H MAINTAINANCE STORAGE+LOADING BOH FOR POOL BOH FOR EACH BUILDING TOTAL G RAN D T O T AL PARKIN G 79 C ARS

180 120 240 310 850 14,757 2,20 0

R E TA IL T E R R A C E S 6 50 S Q M. P A R K IN G B E L O W 2,20 0 S Q M.

ARCHITECTURE PORTFOLIO

R E C EP T I O N 280 S Q M. R E TA IL T E R R A C E S 30 0 S Q M.

AREA 6

FEASIBILITY PLANNING OPTION 2 SITE PLAN

SCALE

10m

20 m

(414 SQ.M.)

(40 METERS HEIGHT FROM MAEN SEA LEVEL) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

6.00 M. 310 SQ.M. 104 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

3.00 M. 356 SQ.M. 54 SQ.M.

AREA 8

(1,347 SQ.M.)

(350 M. SHORELINE SETBACK) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

12.00 M. 975 SQ.M. 325 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

6.00 M. 1,027 SQ.M. 320 SQ.M.

AREA 3 A

(1,309 SQ.M.)

(WITH IN 200 AFTER 150 M. SHORELINE SETBACK) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

12.00 M. 976 SQ.M. 393 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

9.00 M. 949 SQ.M. 360 SQ.M.

AREA 3 B

(12,039 SQ.M.)

(WITH IN 200 AFTER 150 M. SHORELINE SETBACK) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

16.00 M. 3,611 SQ.M. 8,428 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

12.00 M. 7,059SQ.M. 4,980 SQ.M.

* LEASABLE AREA EXCLUDES CIRCULATION , FACILITIES

FEASIBILITY PLANNING OPTION 2 ISOMETRIC

SURIN PHUKET Resort Hotel O ption 2 : Phase 1 FUN C T IO N

G FA

AC C O MMO D AT IO N (222 KEAYS) HOTEL TYPE A (78 KEYS) HOTEL TYPE B (90 KEYS) HOTEL TYPE C (36 KEYS) HILL VILLA (16 KEYS) POOL VILLA (2 KEYS) TOTAL

2,574 2,922 1,080 640 108 7,324

TOTAL

220 15 235

TOTAL

10 90 20 120

TOTAL

360 80 120 560

TOTAL

140 120 100 30 390

TOTAL

400 2,000 150 30 2,580

REC EPT IO N LOBBY TOILET M/F

POOL VILLAS 108 SQM.

HILLS VILLAS 640 SQM.

TYPE C 1,080 SQM.

SWIMMING POOL 2,000 SQM. TYPE A 2,574 SQM. TYPEB 2,922 SQM.

F&B 390 SQM.

O FFIC E STAFF TOILET M/F OFFICE STAFF AREA MIC E FAC ILIT IES PRE FUNCTION ( 1ROOM ) MEETING ROOM (2 ROOMS) FUNCTION ROOM (1ROOM) FO O D AN D BEVERAG E RESTAURANT CAFÉ MAIN KITCHEN POOL BAR FAC ILIT Y RETAIL SWIMMING POOL GYM AND SPA LOCKER, CHANGE ROOM TOILET M/F

GYM & SPA 180 SQM.

BO H MAINTAINANCE STORAGE+LOADING BOH FOR POOL BOH FOR EACH BUILDING TOTAL G RAN D T O T AL PARKIN G 75 C ARS

185 120 240 300 845 12,0 54 2,20 0

MICE FACILITY 560 SQM. RETAIL 200 SQM.

RETAIL 200 SQM.

RECEPTION 235 SQM.

PARKING BELOW 2, 200 SQM.

SIRABHOP SAKULKEREWATANA

AREA 6

FEASIBILITY PLANNING OPTION 3 SITE PLAN

SCALE

10m

20 m

(2,081 SQ.M.)

(40 METERS HEIGHT FROM MAEN SEA LEVEL) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

6.00 M. 1, 561 SQ.M. 520 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

6.00 M. 1,686 SQ.M. 395 SQ.M.

AREA 8

(3,500 SQ.M.)

(350 M. SHORELINE SETBACK) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

12.00 M. 2,626 SQ.M. 875 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

6.00 M. 2,740 SQ.M. 760 SQ.M.

AREA 3 A

(3,018 SQ.M.)

(WITH IN 200 AFTER 150 M. SHORELINE SETBACK) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

12.00 M. 2,112 SQ.M. 905 SQ.M.

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

9.00 M. 2,485 SQ.M. 1, 581 SQ.M.

AREA 3 B

(15,660 SQ.M.)

(WITH IN 200 AFTER 150 M. SHORELINE SETBACK) LIMITAION: • BUILDING HIGHT = • OSR = • FOOT PRINT =

16.00 M. 4,698 SQ.M. 10,964 SQ.M.

LEGEND FACILITY

PROPOSE: • BUILDING HIGHT = • OSR = • FOOT PRINT =

HOTEL TYPE A

12.00 M. 6,491SQ.M. 5,887 SQ.M.

HOTEL TYPE B

* LEASABLE AREA EXCLUDES CIRCULATION , FACILITIES

HILL VILLAS

FEASIBILITY PLANNING OPTION 3 ISOMETRIC

SURIN PHUKET Resort Hotel O ption 3 ; Phase 1 and Phase 2 FUN C T IO N

POOL VILLAS 300 SQM.

G FA

AC C O MMO D AT IO N (284 KEAYS) HOTEL TYPE A (78 KEYS) HOTEL TYPE B (84 KEYS) HOTEL TYPE C (72KEYS) HILL VILLA (48 KEYS) POOL VILLA (2 KEYS) TOTAL

4,430 2,940 2,610 1,920 300 12,200

TOTAL

180 60 240

TOTAL

40 240 60 340

TOTAL

120 80 140 340

TOTAL

240 100 250 30 620

TOTAL

400 1,200 160 80 1,840

REC EPT IO N LOBBY TOILET M/F

TYPEB 2,940 SQM.

HILL VILLAS 1,920 SQM.

F&B 120 SQM.

TYPE C 2,610 SQM.

SWIMMING POOL 1, 200 SQM. TYPE A 4,430 SQM.

GYM & SPA 240 SQM.

BO H MAINTAINANCE STORAGE+LOADING BOH FOR POOL BOH FOR EACH BUILDING TOTAL G RAN D T O T AL PARKIN G 75 C ARS

180 120 200 300 800 16,380 2,20 0

RETAIL 200 SQM. OFFICE 100 SQM. OFFICE 240 SQM.

F&B 500 SQM.

RECEPTION 240 SQM. MICE FACILITY 340 SQM.

ARCHITECTURE PORTFOLIO

PARKING BELOW 2, 200 SQM. RETAIL 200 SQM.

FEASIBILITY PLANNING

OPTION 1

OPTION 2

O PT IO N 1 : PH ASE 1 LAN D AREA

15,062 sq.m.

O verall area programme N o. 1 2 3 4 5

O PT IO N 2 : PH ASE 1 LAN D AREA

15,062 sq.m.

Percentage 70% 30% 75% 75% (N SA+ N LA)/G FA x 100

Require 916 3,611 975 310

Program 14,757 7,030 2,510 264 Provide 958 6,528 919 356 65%

A rea Schedule

N o. 1 2 3 4 5

D escription GFA NSA NLA Total keys OSR Area 3a Area 3b Area 8 Area 6 Efficiency

Percentage 70% 30% 75% 75% (N SA+ N LA)/G FA x 10 0

Require 916 3,611 975 310

Program 12,054 6,034 1,350 222 Provide 949 7,051 1,027 356 61%

Keys/Unit

Unit

T otal Keys

N SA

32 39 9

3 2 8

96 78 72

28 28 23

2,688 2,184 1,656

4 2

4 1

16 2 264

28 27

448 54 7,030

T otal O thers Reception Office MICE Facility F&B Retail Gym and Spa BOH

Area/Key

Lobby, Toilet Office, Staff area, Staff toilet Pre function, Meeting room, Function room Restaurant, Bar, Café, Main kitchen Retail shop Reception, Gym, spa, Toilet, Changing and locker room Mainternance, Storage, BOH for Pool and each Building T otal

Swimming pool Parking

Swimming pool Require 47 cars Provide 75 cars

GFA : Gross Floor Area

G FA 3,306 2,568 2,160 1,280 108 9,422 G FA 280 115 560 350 1,600 180 850 3,935 1,400 2,200

Accommodation H ote type Hotel type A Hotel type B Hotel type C Villa type Hill villa Pool villa

Keys/Unit

Unit

T otal Keys

O thers Lobby Office MICE Facility F&B Retail Gym and Spa BOH

Area/Key

N SA

G FA

78 45 9

1 2 4

78 90 36

28 28 23

2,184 2,520 828

2,574 2,922 1,080

4 2

4 1

16 2 222

28 27

448 54 6,034

640 108 7,324 G FA 235 120 560 390 400 180 845 2,730 2,00 0 2,200

T otal

Swimming pool Parking

Swimming Pool Require 47 cars Provide 79 cars

NSA : Net Saleable Area The total of Accomodations area, Excluding circulation and service areas.

Percentage 70% 30% 75% 75% (N SA+N LA)/G FA x 10 0

Require 1,561 2,625 2,112 4,698

Program 16,380 8,046 1,360 284 Provide 1,686 2,740 2,485 6,491 57%

Accommodation Hote type Hotel type A Hotel type B Hotel type C Villa type Hill villa Pool villa

Keys/Unit

T otal O thers Reception Office MICE Facility F&B Retail Gym and Spa BOH

Unit

T otal Keys

78 84 24

1 1 3

4 1

12 2

78 84 72

Area/Key 28 28 28

G FA

2,184 2,352 2,016

4,430 2,940 2,610

48 28 1,344 2 75 150 284 8,0 46 Scope Lobby, Toilet Office, Staff area, Staff toilet Pre function, Meeting room, Function room Restaurant, Bar, Café, Main kitchen Retail shop Reception, Gym, spa, Toilet, Changing and locker room Mainternance, Storage, BOH for Pool and each Building

1,920 300 12,20 0 G FA 240 340 340 620 400 240 800 2,980 1,20 0 2,20 0

T otal Swimming pool Parking

N SA

Swimming pool Require 57 cars Provide 75 cars

NSA : Net Saleable Area The total of Accomodations area, Excluding circulation and service areas.

The total of Accomodations area, Excluding circulation and service areas.

NLA : Net Lettable Area

The total of tenacy areas, Including Retail, F&B, Bar and MICE Facility.

D escription GFA NSA NLA Total keys OSR Area 3a Area 3b Area 8 Area 6 Efficiency

The total of usable surface areas of all floor plan and constructive enclosure, Excluding carpark and driveway.

The total of usable surface areas of all floor plan and constructive enclosure, Excluding carpark and driveway. NSA : Net Saleable Area

NLA : Net Lettable Area

N o. 1 2 3 4 5

GFA : Gross Floor Area

The total of usable surface areas of all floor plan and constructive enclosure, Excluding carpark and driveway.

24,259 sq.m.

Area Schedule

A rea Schedule

Accommodation H ote type Hotel type A Hotel type B Hotel type C Villa type Hill villa Pool villa

O PT IO N 3 : PH ASE 1 AN D PHASE 2 LAN D AREA O verall area programme

O verall area programme

D escription GFA NSA NLA Total keys OSR Area 3a Area 3b Area 8 Area 6 Efficiency

OPTION 3

The total of tenacy areas, Including Retail, F&B, Bar and MICE Facility.

FEASIBILITY PLANNING OPTION 1 & 2 BUILDING TYPES

OPTION 1

OPTION 2 HOTEL TYPE A

HOTEL TYPE A TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

= = = =

96 28 2,688 3,306

KEYS SQ.M. SQ.M. SQ.M.

HOTEL TYPE B TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

= = = =

78 28 2,184 2,568

KEYS SQ.M. SQ.M. SQ.M.

78 28 2,184 2,574

KEYS SQ.M. SQ.M. SQ.M.

= = = =

90 28 2,520 2,922

KEYS SQ.M. SQ.M. SQ.M.

= = = =

36 23 828 1,080

KEYS SQ.M. SQ.M. SQ.M.

= = = =

16 28 448 640

KEYS SQ.M. SQ.M. SQ.M.

TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

= = = =

2 27 54 108

KEYS SQ.M. SQ.M. SQ.M.

NSA

6,034 SQ.M.

TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

HOTEL TYPE C = = = =

72 23 1,656 2,160

KEYS SQ.M. SQ.M. SQ.M.

HILL VILLA TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

= = = =

HOTEL TYPE B

HOTEL TYPE C TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

HILL VILLA = = = =

16 28 448 1,280

KEYS SQ.M. SQ.M. SQ.M.

POOL VILLA

TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

POOL VILLA

TOTAL KEY AREA/KEY LEASABLE AREA/FLOOR GFA

= = = =

2 27 54 108

KEYS SQ.M. SQ.M. SQ.M.

NSA

7,030 SQ.M.

SIRABHOP SAKULKEREWATANA

40 8.00

2.00

6.00

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

6.00

LOADING AREA F2 C-

+0.40 -

7.70

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

ตะแกรงเหล็กข ดูแบบวิศวกรร

1.55

RM1 A-701

1.64

B A-302

1.80

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

ทางเข้าทีจ่ อดรถ F3 C2

+0.70 +2.95

SLOPE 1:200

เส้นประแสดงขอบเขตของรัว้ ตาข่ายลวดสานแบบชั่วคราว

โล่ง

RSD3 6

FFL +0.70 m

5 5

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

เส้นประแสดงขอบเขตของรัว้ ตาข่ายลวดสานแบบชั่วคราว

UP ระบบท่อระบายนํ้า อ้างอิงจากแบบวิศวกรรมงานระบบ

FFL +0.80 m

ตําแหน่ งฝาบ่อพักนํ้า, อ้างอิงจากแบบวิศวกรรมงานระบบ

ST1

A-401

ซอยจุฬาเกษม

SLOPE 1:200 6

2.40 .

ทีจ่ อดรถ F3 C2

FFL +0.40 m

C A-303

SLOPE 1:200 3B

FFL

0.00 2.00

4.00

B9A

8.00

B9B

5.52 A

B9C

6.64

B-301

B9D

7.03

B9E

7.67

B9F

8.21

ของระบบท่อระบายนํ้า รมงานระบบ

B9G

8.75 9.36 6.35

โล่ง

ST5

F2 C2

+0.70 +2.95

3.55

F3 C2

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

+0.70 +2.95

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

SLOPE 1:200

ผนังสูง = 2.10 ม.

1.67

ทางออกทีจ่ อดรถ

ลง จากชัน ้ GM

SN SHAFT ดูแบบวิศวกรรมงานระบบ

4 5

ห้องเก็บถังแก๊ส 1

FFL +0.80

A-409

D11

6 1.95

1.95

D10

3B ระบบท่อระบายนํ้าและบ่อพักนํ้าภายนอกอาคาร อ้างอิงจากแบบวิศวกรรมงานระบบ

D2 T1

1.60 1.40

A-501

NEW CAR PARK OF THE MALL NGARMWONGWAN

2.00 .

2.00

Traffic study Construction document Permit document by Chapman Taylor Client 5: The Mall Nonthaburi, Thailand 2018 SLOPE 1:200

6 ผนังคอนกรีตเสริมเหล็กกันตก สูง = 1.20 ม.

12 2.00

+0.70 +2.95

L +0.70 m

ถนนภายในโครงการ

ถมอเตอร์ไซค์

1.50

SLOPE 1:200

is the new car park attached to the one of the oldest shoppingระบบท่ mall of อระบายนํ้าและบ่อพักนํ้าภายนอกอาคาร อ้างอิNgarmงจากแบบวิศวกรรมงานระบบ 6 The 5Mall’s project, The Mall +0.40 m wongwan. MyFFLresponsibilities is to study and deliver drawings of the new แนวเขตที ด ่ น ิ carpark with significant data, includ3B 3A ing tender drawings, permit drawings and construction drawings.

Studies for the traffic circulation and posibilities of ramps locations 14

13 12 6

40.00

8.00

6.10

1.90 0.47 0.59 0.59

6.18

136

125

124

126

127

134

135

130

129

128

131

132

385

133

386

191

190

183

182

187

188

189

186

185

184

137 138 6.24

139 113 123

112

111

122

115

114

119

120

121

temporary parking 110

103

102

107

108

109

118

117

116

384

383

375

376

373

374

364

363

362

387

358

359

360

361

106

105

104

382

381

379

380

378

377

365

366

367

368

372

371

370

369

F' Key Plan 8.00

temporary parking

100

101

197

142

200

L IA

T N E

145 203

146 202

205

ED 43

206

207 208 209

223

222

221

224

225

176

175

174

240

239

177

178

179

243

244

256

257

258

259

253

252

251

250

226

212

210

219 218 217

228

227

231

230

LY N O 62

8.00

D' 46.24

353

354

355

356

181

180

352

351

357

8.00

241

242

167

168

169

170

301

302

292

291

290

289

285

286

287

288

246

245

166

173

172

171

304

303

293

294

295

296

300

299

298

297

260

255

254

164

163

162

161

281

282

270

269

268

267

261

262

263

264

266

265

249

247

248

165

158

159

160

284

283

271

272

273

274

280

279

278

277

275

276

F E S

220

229

211

196

144

204

215

143

201

214

140

199

213

141

198

216

8.00

DATE

147 148

Project

THE MALL M6 NEW PARKING

149

195

150 194 151

Location

193 307

305

306

313

312

311

308

309

310

315

152

314

192

328

327

330

331

332

329

337

338

334

335

336

333

349

350

347

346

345

348

340

339

343

342

341

344

8.00

Tambon Bang Khen, Amph Nonthaburi Chang Wat Non

155 232

154

233

153 157 324

236

326

325

319

318

320

323

322

321

316

317

234

156

Project Number C210/MNB

235

OUT

238 237

4.25

6.00

A ทางลาด

ช◌ั ◌้ น2

5.00

10.00

EXISTING ทางลาด

ลงจาก

OPTION C GROUND FLOOR PLAN

5.00

TOTAL MOTORCYCLE PARKING LOT = 387

SCALE 1 : 150 @A1 1 : 30

40000 8000

16000

Entrance from Chula Kasem alley

8000

10 PARKING BAYS

8000

Parking type

Level G Motorcycle Parking Bays Level GM Motorcycle Parking Bays

Internal Road

1500

8000

1439

2400

7240

IA T EN

3054

8000

Level 2 Car Parking Bay

Level 2 M Car Parking Bay

Level 3 Car Parking Bay

Level 3 M Car Parking Bay

Level 4 Car Parking Bay

Motorcycle Parking Bays

1184

Car Parking Bays

194 REV

1500

DATE

DESCRIPTION

CHK'D

THE MALL GROUP CO.,LTD. 1909 RAMKHAMHAENG ROAD, HUAMARK BANGKAPI, BANGKOK 10240 TEL.(66) 0-2310-1180 FAX.(66) 0-2310-1728 E-mail:themall001@yahoo.com

Legend PROJECT

Existing building not in scope of work Loading area used for temporary parking

OUT

RENOVATE M6 - NEW PARKING TOWER Ngamwongwan, Bangkok

ARCHITECT

BANGKOK STUDIO Unit A3, 3rd Floor Goldenland Building, Soi Mahardlekluang 1, Rajdamri, Road Lumpini, Prathumwan, Bangkok 10330 Thailand

OUT

T+66 (0)2652 2270 www.chapmantaylor.com

STRUCTURAL ENGINEER CEDA COMPANY LIMITED Engineering Consultants Construction Management 1051/3 Soi Pridi Banomyong 45 (Yaowaraj), Sukhumvit 71, Klongton Nua, Wattana, Bangkok 10110

2000

2041

2489

940

SERVICES ENGINEER EM SIGN COMPANY LIMITED Engineering Consultants Construction Management

Motorcycle parking

1 : 50

Internal Road

5000

A''

CLIENT

1750

4250

AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT VIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS.

Gas tank

8000

Level 1 M Car Parking Bay

1906

1500

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

1500

481

Level 1 Car Parking Bay

1500

50490 8000

2688

THIS DRAWING MUST NOT BE SCALED.

503

Grand total

1500

D' 2

1500

7000

2996

Y NL

KEY PLAN NOTES

Parking Bays per floor

71 S.K. Building Tower 12th Floor Krungthonburi Road, Klongtonsai, Klongsan, Bangkok 10600

DRAWING TITLE

LEVEL G

DRAWING NO.

A-001

SCALE 1 : 150 @ A1 / As indicated @ A3 2

24-Nov-17 10:39:32 AM

INTERNAL JOB NO

C210/MNB PROJECT NUMBER

C210-MNB

ISSUE DATE

10/NOV/2017 ORIGINATOR

ZONE

LEVEL

20M

DRAWN BY

CHECKED BY

Author

Checker

TYPE

ROLE

DR A

NUMBER

REVISION

Entrance from Chula Kasem alley

PARKING BAYS

Parking type

Level G Motorcycle Parking Bays

8000

Internal Road

8000

9240

I T EN

Level 1 M Car Parking Bay

Level 2 Car Parking Bay

Level 2 M Car Parking Bay

Level 3 Car Parking Bay

Level 3 M Car Parking Bay

Level 4 Car Parking Bay

Grand total Motorcycle Parking Bays

1131

Car Parking Bays

215 REV

2057

DATE

DESCRIPTION

CHK'D

1500

CLIENT THE MALL GROUP CO.,LTD. 1909 RAMKHAMHAENG ROAD, HUAMARK BANGKAPI, BANGKOK 10240 TEL.(66) 0-2310-1180 FAX.(66) 0-2310-1728 E-mail:themall001@yahoo.com

Legend PROJECT

RENOVATE M6 - NEW PARKING TOWER

Existing building not in scope of work

1500

8000

R O F

D E R

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

325

Level 1 Car Parking Bay

1500

5000

50490

8000

LY N O

2150

8000

THIS DRAWING MUST NOT BE SCALED.

366

Level GM Motorcycle Parking Bays

40000 16000

KEY PLAN NOTES

Parking Bays per floor

Ngamwongwan, Bangkok

Loading area used for temporary parking

ARCHITECT

BANGKOK STUDIO Unit A3, 3rd Floor Goldenland Building, Soi Mahardlekluang 1, Rajdamri, Road Lumpini, Prathumwan, Bangkok 10330 Thailand

Gas tank

T+66 (0)2652 2270

1500

8000

www.chapmantaylor.com

940

STRUCTURAL ENGINEER CEDA COMPANY LIMITED Engineering Consultants Construction Management 1051/3 Soi Pridi Banomyong 45 (Yaowaraj), Sukhumvit 71, Klongton Nua, Wattana, Bangkok 10110

4250

1500

2000

A' SERVICES ENGINEER

EM SIGN COMPANY LIMITED Engineering Consultants Construction Management

A'' 5000

Motorcycle parking

Internal Road

LEVEL G

Internal Road

DRAWING TITLE

1 : 50

5000

71 S.K. Building Tower 12th Floor Krungthonburi Road, Klongtonsai, Klongsan, Bangkok 10600

DRAWING NO.

A-001

SCALE 1 : 150 @ A1 / As indicated @ A3 2

2017-11-24 9:53:41 AM

INTERNAL JOB NO

ISSUE DATE

C210/MNB

10/NOV/2017

PROJECT NUMBER

ORIGINATOR

ZONE

LEVEL

C210-MNB

20M

DRAWN BY

CHECKED BY

Author

Checker

TYPE

ROLE

NUMBER

REVISION

DR A

Entrance from Chula Kasem alley

PARKING BAYS

Parking type

Level G Motorcycle Parking Bays Level GM Car Parking Bay Motorcycle Parking Bays

40000 8000

8000

Internal Road

8000 5500

8000 2500

6120

9800

OUT

5400

1500

C' 7000

8 226

Level 1 M Car Parking Bay

Level 2 Car Parking Bay

Level 2 M Car Parking Bay

Level 3 Car Parking Bay

Level 3 M Car Parking Bay

Level 4 Car Parking Bay

NOTES THIS DRAWING MUST NOT BE SCALED. ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

+453

1500

Grand total Motorcycle Parking Bays

1151

Car Parking Bays

255 REV

DATE

DESCRIPTION

CHK'D

CLIENT THE MALL GROUP CO.,LTD. 1909 RAMKHAMHAENG ROAD, HUAMARK BANGKAPI, BANGKOK 10240 TEL.(66) 0-2310-1180 FAX.(66) 0-2310-1728 E-mail:themall001@yahoo.com

Legend

3200

Additional

472

Level 1 Car Parking Bay

PROJECT

Existing building not in scope of work 1500

10800 8000

IA T EN

Y NL

KEY PLAN

Parking Bays per floor

Loading area used for temporary parking

RENOVATE M6 - NEW PARKING TOWER Ngamwongwan, Bangkok

ARCHITECT

BANGKOK STUDIO Unit A3, 3rd Floor Goldenland Building, Soi Mahardlekluang 1, Rajdamri, Road Lumpini, Prathumwan, Bangkok 10330 Thailand

Gas tank

T+66 (0)2652 2270

1500

www.chapmantaylor.com

940

STRUCTURAL ENGINEER CEDA COMPANY LIMITED Engineering Consultants Construction Management

1500

2000

9250

1051/3 Soi Pridi Banomyong 45 (Yaowaraj), Sukhumvit 71, Klongton Nua, Wattana, Bangkok 10110

IN OUT

EM SIGN COMPANY LIMITED Engineering Consultants Construction Management

Motorcycle parking 1 : 50

Internal Road

5000

A''

SERVICES ENGINEER

71 S.K. Building Tower 12th Floor Krungthonburi Road, Klongtonsai, Klongsan, Bangkok 10600

DRAWING TITLE

LEVEL G

DRAWING NO.

A-001

SCALE 1 : 150 @ A1 / As indicated @ A3 2017-12-06 12:13:23 PM

INTERNAL JOB NO

C210/MNB PROJECT NUMBER

C210-MNB

ISSUE DATE

10/NOV/2017 ORIGINATOR

ZONE

LEVEL

20M

DRAWN BY

CHECKED BY

Author

Checker

TYPE

ROLE

DR A

NUMBER

REVISION

Demolition Drawing A

D 13B

N B5

WWTP EXHAUST VENTILATION SHAFT

7.40

NCP

CAR LIFT

ECP

B10

40.00 8.00

8.00

KEY PLAN

NOTES THIS DRAWING MUST NOT BE SCALED. ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

EXISTING LOW WALL TO BE DEMOLISHED

2.32

ECP

BA EXISTING LOW WALL TO BE DEMOLISHED

I T EN

O L A

EXISTING FLOOR TO BE DEMOLISHED

EXISTING LOW WALL TO REMAIN

REV

DATE

DESCRIPTION

CHK'D

CLIENT THE MALL GROUP CO.,LTD. 1909 RAMKHAMHAENG ROAD, HUAMARK BANGKAPI, BANGKOK 10240 TEL.(66) 0-2310-1180 FAX.(66) 0-2310-1728 E-mail:themall001@yahoo.com

3.85 3.60

2.60

EXISTING FLOOR TO BE DEMOLISHED

OPEN

PROJECT

2.80

8.00 60.32 8.00

Y L N 2.26

D E R

EXISTING FLOOR TO REMAIN

5.93

5.00 8.00

EXISTING LOW WALL TO REMAIN

EXISTING FLOOR TO BE DEMOLISHED

OPEN

EXISTING RAMP TO BE DEMOLISHED EXISTING LOW WALL TO BE DEMOLISHED

R O F

FOR TENDER PROGRESS SET 20.04.2018

EXISTING LOW WALL TO BE DEMOLISHED

OPEN

NOT FOR CONSTRUCTION

6.33

5.00

EXISTING RAMP TO BE DEMOLISHED EXISTING LOW WALL TO BE DEMOLISHED

BA'

NCP

EXISTING LOW WALL TO BE DEMOLISHED

M6 NGAMWONGWAN NEW CARPARK BUILDING 30/39-50 M.2 Ngamwongwan Rd, Bangken,Nonthaburi, 11000 Tel.0-2555-1000

8.00

ARCHITECT

BANGKOK STUDIO Unit A3, 3rd Floor Goldenland Building, Soi Mahardlekluang 1, Rajdamri, Road Lumpini, Prathumwan, Bangkok 10330 Thailand T+66 (0)2652 2270 www.chapmantaylor.com

STRUCTURAL ENGINEER

EXISTING LOW WALL TO BE DEMOLISHED 8.00

DRAWING TITLE

EXISTING STAIR TO REMAIN

EXISTING FLOOR TO REMAIN

ECP DEMOLITION PLAN LEVEL GM

4.30

EXISTING ELEVATOR TO REMAIN

71 S.K. Building Tower 12th Floor Krungthonburi Road, Klongtonsai, Klongsan, Bangkok 10600

EXISTING FLOOR TO REMAIN

EXISTING WALL TO BE DEMOLISHED

DRAWING NO.

LEGEND

EXISTING AREA TO BE DEMOLISHED

4/27/2018 7:10:26 PM

A-003

1051/3 Soi Pridi Banomyong 45 (Yaowaraj), Sukhumvit 71, Klongton Nua, Wattana, Bangkok 10110

EM SIGN COMPANY LIMITED Engineering Consultants Construction Management

ECP DEMOLITION PLAN LEVEL GM

EXISTING BLDG TO BE DEMOLISHED

4.20

EXISTING BLDG TO REMAIN

scale 1 : 150

A-003

RD.

OPEN

SERVICES ENGINEER

DN R ST7 ST6' UP. OPEN 225 ST5 ST6 . Sqm. WELL DN . ST6'' AMP UP P. N. U D EL.+12.25

CEDA COMPANY LIMITED Engineering Consultants Construction Management

EXISTING LOW WALL TO BE DEMOLISHED

8.00

C:\Users\Jakkrawan\Documents\M6_NCP_TEN_CT_AR_R018_R9_central_jsuthum@chapmantaylor.com.rvt

ECP DEMOLITION PLAN LEVEL GM

A-003

SCALE 1 : 200

DRAWN BY

CHECKED BY

20.04.2018

SS,KT,JS

KB,PL,YY

ORIGINATOR

ZONE

LEVEL

English - Construction drawing

B6A

ROLE

13B

B7A

B8A

B10

2.00

6.00

2.00

4.00

8' WWTP EXHAUST VENTILATION SHAFT

NCP

B9A

8.00

B9B B9C

S L O P E 5 °

6.16

A-xxx

1.50

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

B9H

8.80

1.50

THIS DRAWING MUST NOT BE SCALED.

B9G

8.22

PRE-CAST LOW WALL HEIGHT = 1.20m | THICKNESS = 0.20m

RA1

NOTES

B9F

7.64

A-300

KEY PLAN

B9E

6.96

B9D

6.55

EXPOSED DRAINAGE CHANNEL, REFER TO MEP FOR DETAIL

ECP

6.00

5.77

PRE-CAST LOW WALL HEIGHT = 1.20m | THICKNESS = 0.20m

REVISION

7.40

CAR LIFT

40.00 8.00

NUMBER

TYPE

C210/MNB TMG M6 GM DR A

20M

ISSUE DATE

C210/MNB PROJECT NUMBER

As indicated @ A1

INTERNAL JOB NO

9.16

5.40

A-302

STEEL GRATING, FOR DRAINAGE CHANNEL REFER TO MEP FOR DETAIL

5.40

SLOPE 1: 200

DOWN FROM ABOVE

EXPOSED DRAINAGE CHANNEL, REFER TO MEP FOR DETAIL

UP 3

SLOPE 1: 200

Y L N

5.70

3.00

PRE-CAST LOW WALL HEIGHT = 1.20m | THICKNESS = 0.20m

D10

+6.75

EXPOSED DRAINAGE CHANNEL, REFER TO MEP FOR DETAIL 9.50

A-300

A-303

49.32 8.00

5 C A-303

PRE-CAST LOW WALL HEIGHT = 1.20m | THICKNESS = 0.20m

F3 C2

I T EN

E S U

CR 5

R O F

+6.65 m. - m.

SLOPE START LINE

SLOPE 1: 200 5

8.00

ST1

CAR PARK

A-303

SLOPE START LINE

SLOPE 1: 200 5

REV

T+66 (0)2652 2270 www.chapmantaylor.com

STRUCTURAL ENGINEER

EXPOSED DRAINAGE CHANNEL, REFER TO MEP FOR DETAIL

BANGKOK STUDIO Unit A3, 3rd Floor Goldenland Building, Soi Mahardlekluang 1, Rajdamri, Road Lumpini, Prathumwan, Bangkok 10330 Thailand

CL2 5

PARKING SPACES SHOWN DO NOT INCLUDE WHEEL STOPPERS, ONLY PAINT

CEDA COMPANY LIMITED Engineering Consultants Construction Management

NCP

5.00

ARCHITECT

2.32

C:\Users\Jakkrawan\Documents\M6_NCP_TEN_CT_AR_R018_R9_central_jsuthum@chapmantaylor.com.rvt

NCP FLOOR PLAN TYPICAL LEVEL 1-2M A-105a

4/27/2018 7:11:23 PM

RD.

DN R ST7 ST6' UP. OPEN 225 ST5 ST6 . Sqm. WELL DN . ST6'' AMP UP P. N. U D EL.+12.25

30/39-50 M.2 Ngamwongwan Rd, Bangken,Nonthaburi, 11000 Tel.0-2555-1000

PRE-CAST LOW WALL HEIGHT = 1.20m | THICKNESS = 0.20m

SLOPE 1: 200

PARKING SPACES SHOWN DO NOT INCLUDE WHEEL STOPPERS, ONLY PAINT

CHK'D

M6 NGAMWONGWAN NEW CARPARK BUILDING

A-702

DESCRIPTION

PROJECT

CL1 A-702

CL2

EXPOSED DRAINAGE CHANNEL, REFER TO MEP FOR DETAIL

THE MALL GROUP CO.,LTD. 1909 RAMKHAMHAENG ROAD, HUAMARK BANGKAPI, BANGKOK 10240 TEL.(66) 0-2310-1180 FAX.(66) 0-2310-1728 E-mail:themall001@yahoo.com

A-702

DATE

CLIENT

SLOPE 1: 200

PRE-CAST LOW WALL HEIGHT = 1.20m | THICKNESS = 0.20m

O L A 5

FOR TENDER PROGRESS SET 20.04.2018

3 DOWN TO BELOW

NOT FOR CONSTRUCTION

STEEL GRATING, FOR DRAINAGE CHANNEL REFER TO MEP FOR DETAIL

BA'

FLOOR

+6.75

LEVEL 1 LEVEL 1M LEVEL 2 LEVEL 2M

LEVELS

1051/3 Soi Pridi Banomyong 45 (Yaowaraj), Sukhumvit 71, Klongton Nua, Wattana, Bangkok 10110

SERVICES ENGINEER EM SIGN COMPANY LIMITED Engineering Consultants Construction Management

ECP

UP FROM BELOW

UP TO ABOVE

6.65 m 9.45 m 12.25 m 15.05 m

DRAWING SHOWN ON DRAWING ARE FOR LEVEL 1

71 S.K. Building Tower 12th Floor Krungthonburi Road, Klongtonsai, Klongsan, Bangkok 10600

DRAWING TITLE

NCP FLOOR PLAN TYPICAL LEVEL 1-2M

DRAWING NO.

NOTE

NCP FLOOR PLAN TYPICAL LEVEL 1-2M scale 1 : 150

1. 2. 3. 4. 5. 6. 7.

DRAWINGS & DETAILS SUBJECT TO CHANGE DEPENDING ON VARIATIONS BETWEEN ACTUAL SITE SURVEY AND PROVIDED AS-BUILT DRAWINGS “ – “ SYMBOL SHOWN INSTEAD OF CEILING HEIGHT MEANS UP TO STRUCTURAL COMPONENT HEIGHT (i.e. SLAB, BEAM, TRUSS) REFER TO STRUCTURAL DRAWINGS FOR LEVELS MCC HALL & OTHER OVERLAPS W/ INTERIOR DESIGN SCOPE WILL BE SPECIFIED AS BARE-SHELL BY ARCHITECT, FOR DETAILS REFER TO INTERIOR DRAWING DESIGN AROUND MEP SHAFTS, TANKS AND OTHER COMPONENTS SUBJECT TO CHANGE DEPENDING ON MEP REQUIREMENTS & STRUCTURAL CHANGES IMPACTING CLEARANCES TRAFFIC PAINT INCLUDING ARROWS & LOADING AREAS ARE SUBJECT TO CHANGE BASED ON FUTURE DESIGN, FLOW AND OPERATIONAL REQUIREMENTS SHAFT REQUIRES FIRE BARRIERS IN BETWEEN FLOORS, REFER TO MEP FOR DETAIL FOR ANY COMPONENT WITHOUT A FINISH MARKER, ASSUME THAT IT WOULD HAVE AT THE VERY MINIMUM A PAINTED FINISH. FOR TENDER STAGE ASSUME NOTHING AS UNTREATED OR RAW FINISH.

A-105a

SCALE 1 : 200 2

1 : 150 @ A1

20M

INTERNAL JOB NO

ISSUE DATE

DRAWN BY

CHECKED BY

C210/MNB

20.04.2018

SS,KT,KB

NA,PL,YY

PROJECT NUMBER

ORIGINATOR

ZONE

LEVEL

TYPE

ROLE

NUMBER

C210/MNB CT NCP 1 DR A 20

REVISION

S L O P E 5 °

Thai - Construction drawing A

OWNER : B5

B6A

B7A

B8A

บริษัท เดอะมอลล์ กรุ๊ ป จํากัด

B10

40.00 8.00

2.00

6.00

2.00

4.00

B9A

8.00

B9B

5.52 A

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

LOADING AREA F2 C-

B9C

6.64

B-301

+0.40 -

B9E

7.67

7.70

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ 1.55

9.36 6.35

A-701

SLOPE 1:200

5.40

เส้นประแสดงขอบเขตของรัว้ ตาข่ายลวดสานแบบชั่วคราว

5 Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

FFL +0.80 m

วิศวกรสุขาภิบาลและระบบดับเพลิง/ SANITARY ENGINEER

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

1.50

แก้ ไข วันที่ REV DATE

FFL +0.40 m

ทีจ่ อดรถมอเตอร์ไซค์ F3 C2

+0.70 +2.95

SLOPE 1:200

FFL +0.70 m

สถานที่ / LOCATION :

อ.เมืองนนทบุรี, จ.นนทบุรี

โครงการ / PROJECT :

2.00

อาคารพาณิชย์ และ

ห้องเก็บถังแก๊ส 2 F2 C2

7.98

2.00

5.00

จอดรถยนต์ 11 ชัน้ ,ชัน้ ใต้ ดนิ 2 ชัน้

+0.70 +2.95

D12

1.62

1.82

2.32

ผนังสูง = 2.10 ม.

6 6.03

ทางลาดเดิม

BA'

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

5.10

1.73

ห้องตามฟังก์ชน ั เดิม

ชื่อเรื่ อง / DRAWING TITLE :

อาคารจอดรถเก่า อาคารจอดรถใหม่

ผนังสูง = 2.10 ม.

อนุมตั ิ ISSUE

แนวเขตทีด ่ น ิ

คําอธิบาย DESCRIPTION

ผนังคอนกรีตเสริมเหล็กกันตก สูง = 1.20 ม.

SLOPE 1:200

8.00

ตําแหน่ งฝาบ่อพักนํ้า, อ้างอิงจากแบบวิศวกรรมงานระบบ

A-303

SLOPE 1:200

วิศวกรเครื่ องกล / MECHANICAL ENGINEER :

2.00

8.00

ถนนภายในโครงการ

3B FFL +0.40 m

Y L N

A-501

5 2.40 .

SLOPE 1:200

A-401

ซอยจุฬาเกษม

49.32

ST1

9.50

วิศวกรไฟฟ้า / ELECTRICAL ENGINEER :

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

IA T EN

ตําแหน่ งฝาบ่อพักนํ้า, อ้างอิงจากแบบวิศวกรรมงานระบบ

+0.70 +2.95

2.00 .

F3 C2

Clearance area อ้างอิงจากสัญลกั ษณ์ การตีเส้นจราจร A-901

ทางออกทีจ่ อดรถ

D10

ผนังสูง = 2.10 ม.

SLOPE 1:200

ระบบท่อระบายนํ้า อ้างอิงจากแบบวิศวกรรมงานระบบ

12 1.67

ลง จากชัน ้ GM

เส้นประแสดงขอบเขตของรัว้ ตาข่ายลวดสานแบบชั่วคราว

+0.70 +2.95

SN SHAFT ดูแบบวิศวกรรมงานระบบ

FFL +0.70 m

RSD3 CF

โล่ง

F2 C2

FFL +0.80

A-409

3.55

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

5.70

ST5

+0.70 +2.95

1.95

F3 C2

ห้องเก็บถังแก๊ส 1

1.60 1.40

5.40

ทางเข้าทีจ่ อดรถ

1.80

วิศวกรโครงสร้ าง / STRUCTURAL ENGINEER :

D11

โล่ง

1.95

B9G

8.75

RM1

A-302

B9F

8.21

ตะแกรงเหล็กของระบบท่อระบายนํ้า ดูแบบวิศวกรรมงานระบบ

1.64

สถาปนิก / ARCHITECT :

B9D

7.03

แปลนพื้นชัน ้ 1

PROJECT No. :

DATE : SCALE : DRAWN :

FFL +0.70 m

DWG. No. : A-103

CHECKED : REMARK :

NOTES

แปลนพื้นชัน ้ 1

Contractors must check. Only figured dimensions and

A-202

scale 1 : 150 @ A1 scale 1 : 300 @ A3

grid lines are all dimensions on site to be worked from.

A-203

TOTAL : : This Drawing is Copyrighted. All

A-201

Discrepancies must be reported immediately to the Architect or Engineer concerned before processing.

Thai - Construction drawing A

อาคารจอดรถเก่า BA'

OWNER :

บริษัท เดอะมอลล์ กรุ๊ ป จํากัด

อาคารจอดรถใหม่ BA

54.32 5.00

2.32

5.00

8.00

6.92

8.00

9.50

5.70

5.40

สถาปนิก / ARCHITECT :

5.40

แนวเขตทีด ่ ิน

ระดบั พื้นหลงั คา +40.750 m.

5.50

A-502

ชานพัก F8 C2

+35.35 +3.40

ผนังคอนกรีตเสริมเหล็กกน ั ตก สูง = 1.20 ม.

9 EQUIPMENT

2.31

วิศวกรโครงสร้ าง / STRUCTURAL ENGINEER :

5.80

6.10

ระดบั พื้นชัน ้ 11 +35.250 m.

ห้อง MDB. F4 C3

+29.15 +5.80

ห้อง CHILLER F4 C3

วิศวกรไฟฟ้า / ELECTRICAL ENGINEER :

+29.15 +5.80

ระดบั พื้นชัน ้ 10 +29.150 m.

MCC HALL F8 C4

+23.80 -

2.90

ระดบั พื้นชัน ้ 9 +23.550 m.

I T EN

2.80

ระดบั พื้นชัน ้ 6 +15.050 m.

ระดบั พื้นชัน ้ 3 +6.650 m. 2.80

2.80

ระดบั พื้นชัน ้ 4 +9.450 m.

O L A

วิศวกรเครื่ องกล / MECHANICAL ENGINEER :

วิศวกรสุขาภิบาลและระบบดับเพลิง/ SANITARY ENGINEER

+23.65 +3.00

F8 C7

+0.400 m.

คําอธิบาย DESCRIPTION

อนุมตั ิ ISSUE

สถานที่ / LOCATION :

อ.เมืองนนทบุรี, จ.นนทบุรี โครงการ / PROJECT :

2.10

ระดบั พื้นชัน ้ 1 +0.700 m. ระดบั ถนน

แก้ ไข วันที่ REV DATE

3.15

ระดบั พื้นชัน ้ 2 +3.850 m.

US 5

2.80

ระดบั พื้นชัน ้ 5 +12.250 m.

D E R

2.80

ระดบั พื้นชัน ้ 7 +17.850 m.

47.05

2.80

ระดบั พื้นชัน ้ 8 +20.650 m.

Y L N

5.30

5.60

อาคารพาณิชย์ และ ถนนภายในโครงการ

จอดรถยนต์ 11 ชัน้ ,ชัน้ ใต้ ดนิ 2 ชัน้ ชื่อเรื่ อง / DRAWING TITLE : รูปตัด A

ระดบั พื้นชัน ้ ใต้ดน ิ 1 -1.400 m. 4.90

EFFLUENT TANK F1 C1

บ่อ SEPTIC

-6.30 +4.60

F1 C1

-6.30 +4.60

ระดบั พื้นชัน ้ ใต้ดน ิ 2 -6.300 m.

DATE : SCALE : DRAWN :

A A-403

4 อ้างอิงจากแบบวิศวกรรมโครงสร้าง

NOTE 1. 2. 3. 4. 5. 6. 7.

้ อยูก แบบสถาปัตยกรรมและแบบขยาย สามารถเปลีย่ นแปลงได้ ขึน ่ บั แบบสํารวจระดับและแบบ AS-BUILT DRAWINGS สัญลักษณ์ “ – “ ใช้แสดงแทน ความสูงของฝ้ าจากระดับพื้นถึงส่วนทีต ่ าํ ทีส่ ุดของโครงสร้างด้านบน (ตวั อย่างเช่น พื้น, คาน, โครง truss) อ้างอิงจากแบบวิศวกรรมโครงสร้าง พื้นทีส่ ว่ น MCC HALL และพื้นทีอ่ น ื่ ทีท ่ ับซ้อนกบั ส่วนของ INTERIOR DESIGN จะเป็ นถูกระบุเพียงแค่เปลือกอาคารเท่านั้น สําหรบั รายละเอียดภายใน อ้างอิงจากแบบงานตกแต่งภายใน ้ อยูก ขนาดและพื้นทีข ่ องช่องชาร์ปงานระบบ, แทงค์นํ้า และส่วนประกอบอืน ่ ๆ สามารถเปลีย่ นแปลงได้โดยขึน ่ บั การออกแบบของวิศวกรงานระบบและวิศวกรโครงสร้าง ้ อยูก เครือ ่ งหมายจราจรบนพื้นทาง, ลูกศร, ข้อความบังคบั บนพื้นทาง, จุดจอดรถ และจุดขนถ่ายสินค้า สามารถเปลีย่ นแปลงได้ โดยขึน ่ บั การเปลีย่ นแปลงในอนาคต และข้อกําหนดของฝ่ ายการจดั การการจราจร ช่องชาร์ปแนวกันไฟระหว่างพื้นแต่ละชัน ้ อ้างอิงจากแบบวิศวกรรมงานระบบ สําหรับพื้นทีแ ่ ละส่วนประกอบใดๆก็ตามทีไ่ ม่ระบุวสั ดุปิดผิวในแบบงานสถาปัตยกรรม ให้รบั ทราบไว้วา่ ต้องมีการระบุ ทาสีวสั ดุ เป็ นอย่างน้อย

อ้างอิงจากแบบวิศวกรรมโครงสร้าง

รูปตัด A.

scale 1 : 125 @ A1 scale 1 : 250 @ A3

CHECKED : REMARK :

NOTES

PROJECT No. : DWG. No. : A-301

TOTAL : : This Drawing is Copyrighted. All

Contractors must check. Only figured dimensions and grid lines are all dimensions on site to be worked from. Discrepancies must be reported immediately to the Architect or Engineer concerned before processing.