DETAIL VOLUME TEN: ARCHITECTURE IN STEEL

PREFACE

7

INTRODUCTION

9

A: Facade P01 S02

PHAN SUB-DISTRICT ADMINNISTRATIVE ORGANIZATION SCHOOL-POST DISASTER SCHOOL

16

P02 S02

O-ART-IM HOUSE

20

P03 S03

SEACON BANGKAE

24

P04 S04 S05

U38 HOUSE

32

P05 S06 S07

3PH WAREHOUSE STUDIO

38

P06 S08 S09

THE GRAND PINKLAO CLUBHOUSE

42

AIR SPACE

50

SUAN PLERN

56

P09 S14 S15

S-CONSTRUCTION

60

P10 S16 S17

MET BANGKOK BISTRO

64

B: Facade / Stair

C: Interior P07 S10 P08 S11 S12 S13

CONTENTS

D: Facade / Roof P11 S18 S19

MING MONGKOL GREEN PARK

P12 S20 S21

FOOD VILLA MARKET

P13 S22 S23

RACHAPRASONG SKYLINK

P14 S24 S25

GATEWAY EKAMAI

72 78 84 94

E: Roof P15 S26

CENTRAL PLAZA WESTGATE

P16 S27

KING POWER DUTY FREE MALL RENOVATION

P17 S28

STARVIEW BY EASTERN STAR

P18 S29

X-FLOAT

P19 S30

STARBUCKS FOOD VILLA

P20 S31

BAAN SAI MA

P21 S32

TCDC CHIANG MAI

110 116 122 126 132 138 142

A: Facade S01-S03

Steel

P01 S01

PHAN SUB-DISTRICT ADMINISTRATIVE ORGANIZATION SCHOOL – POST DISASTER SCHOOL Phan, Chiang Rai Architect Suriya Umpansiriratana & Walllasia Client Phan Sub-District Administrative Organization School Structural Engineer The Engineering Institute of Thailand under H.M. The King’s Patronage Conceived under the principle of sufficiency, the new school building contains three standard classrooms measuring 6 x 9 metres. The design focused on the selection of appropriate building materials by considering the unique properties of different material in conjunction with the skill and knowledge of local builders.

The selected material was required to be low maintenance and earthquake-resistant.

Steel was chosen as the main structural material because it is widely available and could easily be handled by the local construction workers. The roof was constructed out of metal sheets, which are lightweight and pose less risk during earthquakes.The roof is raised high to help keep the building cooler. Most of the exterior enclosure is composed of steel bar grills that not only allow for natural ventilation but also help to strengthen the building.

Cement boards were chosen for the other parts of the enclosure and for the partition walls because of its flexibility and also to keep the building skin independent from the structural framework. Both side walls can be used as shoe closets and storage space. The floor was raised 50 centimetres off the ground to facilitate ventilation and building maintenance.

16

Steel

1

2

3 4

P01.1 Ground Floor Plan 1:200 1 2 3 4

Classroom 1 Classroom 2 Classroom 3 Hallway

P01.2 Elevation 1 1:200

P01.3 Elevation 2 1:200

17

Steel

S01.1 Section Detail 1:75

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1

2

1

6

3

5

4

8

7

S01.2

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9

3 S01.4

1 100 x 50 x 3.2 mm rectangular steel pipe 2 150 x 50 x 20 x 3.2 mm steel C-channel 3 150 x 50 x 3.2 mm rectangular steel pipe 4 75 x 75 x 3.2 mm square steel pipe 5 Metal sheet roofing 6 150 x 50 x 20 x 3.2 mm steel C-channel @ 1.50 m 7 125 x 125 x 3.2 mm steel column 8 12.5 x 25 x 2.3 mm rectangular steel pipe 9 16 mm thick fibre cement board panel 10 50 x 50 x 3.2 mm square steel purlin

10

S01.2 Eave Detail 1:10 1 50 x 100 x 3.2 mm rectangular steel pipe 2 60 x 60 x 3.2 mm flat steel angle 3 Metal sheet roofing

3

1 2

18

Steel

1 2

S01.3 Shelf Plan 1:25 1 1 他 x 1 他 inch x 2.3 mm square steel pipe 2 Sunscreen roller 3 125 x 125 x 3.2 mm steel column

2

3 S01.4 Shelf Section 1:25 1 Sunscreen roller 2 1 他 x 1 他 inch x 2.3 mm square hollow section 3 2 x 2 inch x 2.3 mm steel square steel pipe

1

2 3 S01.5 3

3

S01.5 Shelf Detail 1:10

1 2 1 2

2

1 16 mm thick fibre cement board panel 2 50 x 50 mm 2.3 mm square steel box

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Steel

30

Steel

B: Facade / Stair S04-S09

31

Steel

4

S04.3

S04.1 Section Detail 1:30 1 2 3 4

1

3 2

S04.4 3

1 2

3 S04.5

S04.2 Facade Detail 1:75 1 50 x 25 mm teak timber 2 Railing 3 Steel I-beam 34

25 x 50 mm timber screen Steel I-beam Timber decking Metal sheet roofing

Steel

50

2 3

4

1

2

1

1

1 1

1

1

2

1

1 1

1

1

S04.3 Screen Detail 1:10 1 2 3 4

S04.4 Screen Detail Elevation 1:10

25 x 50 mm timber screen 50 x 50 mm square steel pipe Steel guide rail Folded steel plate

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1

2 2

1

S04.5 Screen Detail Plan 1:10 1 50 x 25 mm timber screen 2 50 x 50 mm square steel pipe

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Steel

48

Steel

C: INteRIOR S10-S17

49

Steel

P07 S10

AIR SPACE Hua Hin, Prachuap Khiri Khan Architect Hypothesis Client Penetra Group Structural Engineer Power Plus

Glass cladding runs along the front façade, exposing the building’s activities to passersby as well as blending the lush exterior landscape with the interior programmes.

Wood cladding lines the rear walls of the rectangular building, which is divided into two wings—the cafe and the restaurant— with an outdoor entry courtyard in the centre.

The transparent front façade also connects the interior space with outdoor seating areas at the front, as well as a small musical stage in the garden on the north side.

The interior decoration alludes to the Wright brothers’ barn, where the aviation pioneers developed and kept their first gliders and early planes. The team imagined Air Space as a workshop and a hangar, within which a full-scale glider dominates the ceiling space of the restaurant. Mechanical artifacts, machine parts, and construction tools become decorative elements as well as built-in components of the space.

50

Steel

C

scale

4

P07.1 Ground Floor Plan 1:400

F

F

F fish steamer

Tray

table

4

C

F

C

1 2 3 4 5

c

C

C

C

1.13

+3.60

1

+0.80 +0.00

2.80 0.80

+0.80

12°30'54.7"N

99°58'34.8"E 12°30'54.7"N

99°58'34.8"E 12°30'54.7"N

5

HOST

HOST

SEATING

6.00

2

Hallway Dining Kitchen Storage Terrace

99°58'34.8"E

29°C,RH 66%

29°C,RH 66%

29°C,RH 66%

1

+4.73 2

12°30'54.7"N

1.32

99°58'34.8"E

2.29 2.09

2

+6.05

3

C

29°C,RH 66%

sink

29°C,RH 66%

sink

MF1D

+8.14

10.43

F

C

MF1D

washer Glass

C

+10.43

99°58'34.8"E

C

DIS H WA SH ER

BIL E ICE

ICE CREAM

3

shelf

C

12°30'54.7"N

C

BIN

3

C

MO

C

C

+0.75

1.90

8.00

3.50

15.90

F

2

3

4

5

E

6

D

A 8

7

5.00

9

10

11

3

A-101 SCALE

1:100

P07.2 Elevation A 1:400

+10.43

+6.05

P07.3 Section A 1:400

3.00

1

+0.75

+0.75

+0.80 +0.00 6.00

1.90

+0.75

8.00

3.50

4

15.90

F

E

D

A-101 SCALE

A -

30

.12033

. 3581

.7452

. 5329

1:100

โครงการ A-201 รปูตดั E,F,G ¦อ ¼า คµoา รภ3,4 ตัตาคารสงู 2 ชน้ั

/ Interior design / Planning / M:02 741 5970 A: 85/1 Sukhumvit 54 Bangkok Bangkok 10260 E-mail: hypothesis30@gmail.com

A-302 COPYRIGHT C 2011, BY HYPOTHESIS

1

2

3

P07.4 Section B 1:400 1 2 3 4

4

Storage Kitchen Dining Terrace

P07.5 Section C 1:400

3

2

1

2

3

1 Hallway 2 Dining 3 Terrace

51

Steel

P09 S14 S15

S CONSTRUCTION Prawet, Bangkok Architect Metaphor Design Studio Client S. Associate Construction Structural Engineer S. Associate Construction

The project consists of the addition of a 400 square metre office space inside what was originally a steel factory, now partially used as a manufacturing unit for various metal parts and storage. In order to separate the office space from the vast factory area ‘an architecture within an architecture’ was created. Consisting of a steel structure on the mezzanine floor that has a geometric, faceted appearance finished in dark tones reminiscent of unpolished steel. The challenge was to design a new architecture with a strong character, but within the original context.

Ancient steel mills and the mechanical equipment of the past inspired the concept of S-Construction office. Metaphor utilized the combination of wood and steel in the design through observation of a hammer, a standard tool that has two major components, ‘steel and wood’. While the steel part of a hammer is intended to perform the hard work, the wooden handle is gently crafted to come into contact with the human hand.

With this observation, Metaphor created an office space that highlights the strong sense of steel in the exterior contrasting the softness of wood in the interior.

60

118

Steel

7

4

4

6

6

4

P09.1 Ground Floor Plan 1:250 1 2 3 4 5 6 7 8

4

Reception Waiting area Interior courtyard Executive office Staff office Meeting room Relaxation area Document room

3

5 2 1 8

8

P09.2 Elevation 1:200

P09.3 Section A 1:200

P09.4 Section B 1:200

P09.5 Section C 1:200

61

Steel

S14.1 Stair Elevation 1:20 1 50 mm rectangular steel pipe 2 50 mm steel pipe post 3 50 mm rectangular steel 4 Steel plate 5 50 mm mm steel pipe handrail 6 6 mm thick folded metal trades and risers 7 Steel flat bar & anchor bolt 8 200 x 250 mm steel T- channel

5

2 4

3 1

S14.2

6 8

6 7

S14.5 Stair Tread Detail 1:10

8 7

1

3

4

6

2

50

5 177

9

300

62

1 2 3 4 5 6 7 8

Structural steel Steel plate tread Steel pipe post Steel flatbar 12 mm Anchor bolt Steel pipe handrail Expanded metal 15 mm bolt fixing

Steel

S15.1 Railing Detail 1:25

1 200

1 35 mm diameter steel pipe handrail and post 2 50 mm square steel frame 3 Expanded steel 4 Steel flatbar 5 Steel flatbar and anchor bolt

2 2

3

1

2

5

100

1,100

665

4

1,700

1

50

S15.4

5

3

4

2

1

6 7 2

8

2

1

2

2

1

2

2

1

2

3

4

5 1

S15.2 Glass Wall Detail 1:25

S15.3 Door Jamb Detail 1:7.5

S15.4 Elevation Detail 1:7.5

1 Black painted steel frame 2 glass

1 50 x 100 mm steel frame 2 6 mm thick glass 3 25 x 50 mm steel frame 4 Steel plate with bolt 5 25 mm thick timber panel 6 6 mm thick plywood 7 C – stud 8 5 mm thick steel plate

1 50 x 100 mm steel frame 2 6 mm thick glass 3 25 x 50 mm steel frame 4 Steel plate with bolt 5 25 mm thick timber panel

2

63

Steel

70

Steel

D: Facade / Roof S18-S19

71

Steel

P11 S18 S19

Ming Mongkol Green Park Thap Kwang, Saraburi Architect Architects 49 Client Siam City Cement Structural Engineer Architectural Engineering 49

Ming Mongkol Green Park implements the ‘Sustainable Living’ philosophy developed under the Royal Initiative of His Majesty the King. This philosophy is most clearly portrayed in The King’s 84th Anniversary Memorial Hall and the OTOP Kiosk.

In these buildings the structural components act as aesthetic elements alongside the other architectural components.

The façades were designed to reveal the steel structure within, simultaneously expressing their double function of strength and beauty.

From the early design stages minimizing energy consumption was a key concern. By applying a second skin façade of vertical fins, solar heat gain has been significantly reduced; this in turn reduces the requirement for cooling within the building.

In addition, the creation of a high ceiling space allows any internal heat gain to be collected and discharged through a stack effect. To supplement this effect, natural ventilation is introduced through doors across the space.

The designers had a strong intention to integrate function, aesthetics and sustainability seamlessly into the project. The result is a highly efficient building that clearly articulates its core philosophy.

72

Steel

4

1

3

2 P11.2 Roof Plan 1:250 P11.1 Ground Floor Plan 1:250 1 2 3 4

Memorial hall Main entrance Ramp Statue

P11.3 Elevation A 1:250

P11.4 Elevation B 1:250

P11.5 Section A 1:250

P11.6 Section B 1:250 73

Steel

P12 S20 S21

FOOD VILLA MARKET Taling Chan, Bangkok Architect I Like Design Studio Client BT Group Corporation Structural Engineer Kor-IT Structural Design and Construction

The project serves the needs of the local community by providing a new standard of marketplace, one that avoids the dark, muddy walkways and improper ventilation typically seen in Thai markets.

The design concept aims to relate the building to the community by combining a modern department store with a more traditional Thai market. The project covers approximately 25,000 square metres and consists of four main volumes—a 4,000 square metre marketplace for 400 stalls, a two-storey restaurant with life style shops, a twenty-four-hour supermarket with a Starbucks drive through, and a pet and plants zone.

The architect adopts the shapes of barns and farmhouses for each volume and merges them together. Wide flange steel is used as the primary structure, while translucent metal sheets are used for the façade to receive natural light during the day and create a glow from inside at night.

Air ventilation is addressed with a gap at the top of gable roof and with openings in the façade between the split roof levels.

78

Steel

P12.1 Section Diagram

3 7

P12.2 Site Plan 1:2000

10

1 2 3 4 5 6 7 8 9 10 11

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3

3 7

7 3

11 3

3

11

Fresh market Food court Retails Starbucks Garbage Pump room Toilet Office Parking Storage Garden

2 9 1

6

4 5 11

P12.3 East Elevation 1: 500

P12.4 North Elevation 1: 500

79

Steel

S20.1 Faรงade Elevation 1:200 1 Transparent roof sheeting 2 Metal flashing 3 12 x 200 mm artificial wood 4 Expanded metal sheet 5 9 mm thick flat bar 6 Ventilated natural artificial wood louver

4

2 3 5

6

4 4 4

6

1

4 4

6 5 2

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1

2

2

3

2 4 S20.2 Wall Cladding Detail Plan 1:10

1 roof sheeting 2 Metal flashing 3 12 x 200 mm artificial wood 4 25 x 25 x 3.2 mm steel tube

5 9 mm thick flat bar 6 150 x 100 x 3.2 mm rectangular steel section @ 1,000 mm 7 Expanded Metal

1 3

80

S20.3 Wall Cladding Detail Elevation 1:10

2

1 150 x 100 x 3.2 mm rectangular steel 2 12 x 200 mm artificial wood 3 9 mm thick flat bar

Steel

S20.4 S20.5 Market Detail Section 1:200

2

1 Transparent roof sheeting 2 Expanded metal sheet 3 150 x 100 x 3.2 mm rectangular steel section @ 1000 mm 4 Metal sheet roofing with PU foam 5 250 x 175 mm Hsection

S21.3 S21.1

5

2

3

4 5 S21.2

1

S21.1 Gutter Detail 1 1:15

2 5 3

1

4 6

1 Lead-lined gutter with counter flashing anchored to top of steel channel 2 Expanded metal sheet 3 150 x 100 x 3.2 mm rectangular steel-C section @ 1000 mm 4 1.2 mm stainless steel gutter 5 Metal sheet roofing with PU foam 6 PVC down pipe

S21.2 Gutter Detail 2 1:15

1

4

3

2

1 9 mm thick flat bar 2 250 x 175 mm Hsection 3 1.2 mm stainless steel gutter 4 150 x 100 x 3.2 mm rectangular steel-C section @ 1000 mm

81

Steel

P14 S24 S25

Gateway Ekamai Sukhumvit, Bangkok Architect Architects 49 Client The Thai Red Cross Society Structural Engineer Architectural Engineering 49

The main architectural element of Gateway Ekamai is the ribbon façade formed from aluminium composite panels fixed over a steel sub-frame. Using digital technology, the position of the curved lines and their overlaps were able to be determined exactly, enabling precise fabrication. Each ribbon was named and drawn using CAD software, layer by layer, so that each individual panel’s size and shape could be determined. This in turn allowed each panel to be matched to the standard aluminium panel sizes that were available. This approach resulted in very few unforeseen problems during installation.

Although the curved lines were in fact faceted, the curve effect of the ribbon façade still remains.

Another key element in this project, the skylight, was designed using a ‘shell’ steel structure. There are in fact no steel trusses spanning across the atrium, rather a 30m by 30m triangular ‘shell’ of steel webs span to form the skylight. The contractor fabricated the entire skylight off-site in Chonburi. The fabricated pieces were then dismantled in sections for transportation and re-fabricated on site. The dimensions of a 40’ trailer truck and the height limits on public highways had to be taken into consideration when planning the dissection of steel web sections. On site the con-tractor erected temporary scaffolding, rising 5 floors, to support the re-fabrication. A significant highlight during the construction process was when the scaffolding was removed after the skylight structure was in place. The skylight settling a few centimetres at the center of the structure, however this was within the allowable engineering tolerance, the finished result was a triangular grid steel structure that perfectly matched the triangular shape of the atrium.

94

Steel

P14.1 Ground Floor Plan 1:1000 1 Shop 2 Parking

1

1 2

1

P14.2 Elevation 1:750

95

Steel

108

Steel

E: Roof S26-S32

109

Steel

S26.4 Section 1:50

1 3 2

6

8

8

S26.5

5

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5 7

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114

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1 2 3 4 5 6 7 8

200 mm diameter steel tube 100 mm diameter steel tube Metal sheet roofing 100 x 12 mm steel flat bar 100 x 20mm steel flat bar Structural steel Steel I-beam Gutter

Steel

S26.5 Gutter Detail 1:5

2

1 2 mm thick stainless hairline finish 2 Metal sheet roofing 3 Steel C-channel 4 Structural steel 5 10 mm thick sheet stainless steel T-shape 6 50 x 50 mm square steel pipe @0.60 m

3 6 4 1 5

S26.6 Detail 1:2 1 2 mm thick sheet stainless hairline finish 2 10 mm thick sheet stainless steel T-shape

1 2

115

Steel

S27.2 Detail 1:20 1 8 mm thick green tinted glass 2 1.52 PVB film 3 6 mm thick sunnergy Low-E#3 4 Extruded aluminium 5 45 x 48 x 45 x 3.2 mm steel frame 6 25 x 41 x 25 x 3.2 mm steel frame 7 25 x 165 mm steel flat bar 8 Bend aluminium 9 Backing rod 10 Silicone sealant

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8

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4 5

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9 10 120

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01

Steel

S27.3 Detail 1:20

11

9

2

1 100 mm diameter steel pipe 2 Insulated glazing unit 3 Self drilling 4 25 mm diameter backing rod 5 Silicone sealant 6 Structure sealant with spacer tape t = 6 x 6 (close cell) 7 Spacer gasket (SAPY - 263) L = 70 mm@ 300 mm 8 45 x 80 x 45 x 3.2 thick steel bent sheet 9 Extruded aluminium 10 4 mm thick steel flat bar 11 Bend aluminium sheet

3 8

1

10 5

9

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4 6 7

3 2

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02

121

Steel

P20 S31

BAAN SAI MA Sai Ma, Nonthaburi Architect Studiomake Client David Schafer & Orapun Sarasalin Schafer Structural Engineer Borvornbhun Vonganan Suradej Kaewprasert Rittichai Ninphoo It is designed to be a hyper-flexible structure, able to accommodate the future rhythms of life and studio practice. All functional requirements informed the structure of the building, which is a welded steel moment frame arranged in a 3m grid. Long spans are achieved solely with precast hollow-core slabs. Columns and ground floor beams are 150 mm x 150 mm steel wide flange and the doubled roof beams are 150 mm x 90 mm steel angle. Care was taken to make sure that full 6-metre lengths of the structural steel could be used with maximum efficiency, without waste, and without having mid-span joints. For ease of future removal and renovation, all walls are hollow construction and made of lightweight steel tube framing clad in various substrates.

All plumbing walls were arranged at the gridlines. Pipes run within the framed walls, through the long span hollow core slabs, down past the offset grade beams and run up through the double roof beam to vent through the roof. The east-west running steel beams also act as electrical wireways for the length of the house, allowing future electrical or infrastructure work to be completed easily.

The steel roof aligns with the structural grid and allows for continuous ridgeline penetrations. At gridlines, plumbing vents through the ridge vents, within rooms the vents continuously expel hot air, and at bathrooms and kitchens they carry exhaust air. Custom thermal break spacers were placed during roof installation which separates the steel roof from the steel structure and prevents heat transfer.

The west side of the building is clad with a rainscreen of raw mild steel. Thermal break spacers were also used here, and the steel is held away from the waterproof membrane, allowing air to circulate and stopping heat transfer.

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Steel N

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6 2 8

P20.1 Ground Floor Plan 1:300 1 2 3 4 5 6 7 8 9

Maid room Bathroom Hallway Kitchen Laundry Storage Office Workshop Terrace

P20.2 Second Floor Plan 1:300 1 2 3 4 5 6 7 8

Master bedroom Bathroom Storage Kitchen Bedroom Library Open to workshop below Foyer

P20.3 Roof Plan 1:300

P20.4 North Elevation 1:300

P20.5 South Elevation 1:300

P20.6 West Elevation 1:300

P20.7 East Elevation 1:300

P20.8 Section 1:300 139

Steel

S31.1 Wall Section Detail 1:10

1 11 12 2

3

4 5

13

14 7

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6 9 10 16 15

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19 20 21

28 22

23

24 16 26

9 25

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140

1 0.6 mm corrugated steel sheet 2 6 mm thick teak plywood with 10 mm thick fibre cement board 3 30 mm steel hat channel 4 Rockwool insulation 5 Viva board block 6 Rockwool insulation 7 150 x 150 mm steel I-channel 8 150 x 150 mm steel l-beam steel angle 9 94 mm steel u-track 10 92 mm steel C-stud 11 50 mm polyurethane foam 12 C-section roof purlin 13 150 mm insulation 14 175 x 175 x 6 steel square tube 15 Fibreglass batt insulation 16 15 mm gypsum board 17 Steel structure beyond 18 12 mm water resistant fibre cement board 19 24 mm water resistant fibre cement board 20 leveling mortar screed 21 Hollow-core concrete slab 22 16 mm fibre cement board 23 6 mm thick cork board 24 Corrugated metal siding 25 150 x 150 mm Steel L-angle 26 2 mm thick selfleveling epoxy 27 65 x 155 x 3.5 mm brick paver over sand bed

Steel

S31.2 Window Frame Detail 1:7.5

1 4 2

3

5

7 3 2

8

6

1 WF column 2 10 mm steel plate at 500 mm O.C. 3 150 x 150 x 12 x 12 steel L-channel 4 M12 bolt (grade 4.6) at 500 mm O.C. 5 Window unit 6 M12 Bolt (grade 4.6) at 500 mm O.C. grease threads at nut 7 Pre-cast concrete slab 8 Leveling mortar screed 9 Hollow-core concrete slab

9

S31.3 Slab Step Detail 1:7.5

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1 6 mm thick teak plywood 2 10 mm thick fibre cement board 3 Fibreglass batt insulation 4 92 mm steel C-stud 5 20 x 15 mm aluminium T-section 6 94 mm steel u-track 7 2 mm thick self-leveling epoxy 8 Aluminium strip over gap 9 Leveling mortar screed 10 Hollow-core concrete slab 11 150 x 150 mm steel I-beam structure 12 Steel column

141

DIRECTORY of Architects AGALIGO STUDIO 888/157, Baan Klang Mueang, Srinakarin Road, Suan Luang, Bangkok 10250 Thailand T 66 (0) 2347 6122 E admin@agaligo.com www.agaligo.com AMA DESIGN STUDIO 51/13 Sukhumvit 64 Yaek 6/3, Bang Chak, Prakanong Bangkok,10260 Thailand T 66 (0) 2741 5417-8 F 66 (0) 2741 5416 E ama@amadesignstudio.net www.amadesignstudio.net ARCHITECTS 49 81 Sukhumvit 26 Road, Klongton, Klongtoey, Bangkok 10110 Thailand T +66 (0) 2260 4370 E a49@a49.co.th www.a49.co.th CHARCOAL DESIGN Moo 19, Seri 4, Soi Rama IX 43, Rama IX Road, Suan Luang, Bangkok 10250 Thailand T 66 (0) 2718 2515 F 66 (0) 2718 2515 E info@charcoaldesign.co.th www.charcoaldesign.co.th DUANGRIT BUNNAG ARCHITECT (DBALP) The Jam Factory, Soi 41/1-2 Charoen Nakhon Road, Khlong San, Khlong San, Bangkok 10600 Thailand T 66 (0) 2861 0960-4 F 66 (0) 2861 0965 E office@dbalp.com www.dbalp.com HYPOTHESIS 85/1 Sukhumvit 54 Bangjark Phrakanong Bangkok 10260 Thailand T 66 (0) 2117 2659 E office@hypothesis.co.th www.hypothesis.co.th I LIKE DESIGN STUDIO 32/530, Sinthanee Private Villa, Soi Nawamin 135, Nawamin Road, Nuanchan, Bueng Kum, Bangkok 10230 Thailand T 66 (0) 2949 7655 F 66 (0) 2949 7655 E il@ilikedesignstudio.com www.ilikedesignstudio.com

Photography Credit

METAPHOR DESIGN STUDIO E. metaphor.designstudio@gmail.com www.metaphor.designstudio.tumblr.com OFFICE AT 61/56 2nd Floor, Soi Taveemitr 8, Rama IX Road, Huai khwang, Bangkok 10310 Thailand T 66 (0) 2612 2477-8 F 66 (0) 2612 2480 E contact@officeat.com www.officeat.com SOOK ARCHITECTS 580, Pridi Banomyong 42, Sukhumvit 71, Klong Ton Nua, Vadhana, Bangkok 10110 Thailand T 66 (0) 23819791 E sookarch@hotmail.com facebook sook architects SPACETIME 32, 4th Floor, Soonvijai 8 (3), Petchburi Road, Bang Kapi, Huai Khwang, Bangkok 10310 Thailand T 66 (0) 2718 1533-5 F 66 (0) 2318 7717 E admin@spacetime.co.th www.facebook.com/spacetime.kalatesa STORAGE STUDIO 919/1, Jewelry Trade Center, 4th Floor, room 401/A Silom road, Bangrak, Bangkok,10500 Thiland T. 66 (0) 2266 3610 E. storage_design@yahoo.com www.storage-studio.com

STUDIOMAKE 44/4 Soi Baan Sai Ma, Rattathibet Road, Nonthaburi 11000 Thailand T 66 (0) 2528 6212 E mail@studiomake.com www.studiomake.com WALLLASIA 48/381 Soi 33, Serithai Road, Klong Kum, Bueng Kum, Bangkok 10240 Thailand T 66 (0) 2732 6151 E walllasia@gmail.com www.walllasia.com

Agaligo Studio X-Float Chaovarith Poonphol King Power Duty Free Mall Renovation Rachaprasong Skylink Duangrit Bunnag Architect Limited TCDC Chiang Mai Ketsiree Wongwan Air Space Krisada Boonchaleow Starview by Eastern Star Nuttee Thongjang S-Construction Pruk Dejkhamhaeng Seacon Bangkae Rungkit Charoenwat Suan Plern U38 House Songtam Srinakarin 3ph Warehouse Studio Starbucks Food Villa Soopakorn Srisakul Starbucks Food Villa Spaceshift Studio Central Plaza Westgate Gateway Ekamai Ming Mongkol Green Park O-ART-IM House Phan Sub-District Administrative Organization School- Post Disaster School Wison Tungthunya Baan Sai Ma Met Bangkok Bistro The Grand Pinklao Clubhouse

DETAIL SERIES The design of details in architecture is at the heart of the creation because building details respond to both esthetics and function. Moreover, architectural details display the relationship and co-operation among designers from each field, as different details are included for their own reasons. These reasons represent the united coherence of all sciences, no matter the style of fins, forms of roofs, gutters, stairs, and other features of a building. Thus the design of details must always come with good architecture.

235x288 mm. / hardcover / English-Thai DETAIL VOLUME 1 SINGLE FAMILY HOUSES: STAIRS / RAILINGS ARCHITECTS 49 978-974-767047-9 / 156 pages / 2007 / 1,200.00 THB

DETAIL VOLUME 2 PUBLIC BUILDINGS: FACADE / CANOPY / ATRIUM ARCHITECTS 49 978-974-06-2014-3 / 192 pages / 2008 / 1,200.00 THB

DETAIL VOLUME 3 SINGLE FAMILY HOUSES: POOLS / SWIMMING POOLS ARCHITECTS 49 978-974-06-2023-5 / 168 pages / 2008 / 1,300.00 THB

DETAIL VOLUME 4 SINGLE FAMILY HOUSES: FACADE / CANOPY ARCHITECTS 49 978-974-06-0228-0 / 200 pages / 2008 / 1,400.00 THB

DETAIL VOLUME 5 SINGLE FAMILY HOUSES: ROOF / CEILING ARCHITECTS 49 978-611-7191-03-9 / 152 pages / 2009 / 1,200.00 THB

DETAIL VOLUME 6 PUBLIC BUILDINGS: STAIRS / RAILINGS ARCHITECTS 49 978-611-7191-04-6 / 168 pages / 2009 / 1,200.00 THB

DETAIL VOLUME 7 SINGLE FAMILY HOUSES: FENCE / GATE ARCHITECTS 49 978-616-7191-03-4 / 144 pages / 2010 / 1,200.00 THB

DETAIL VOLUME 8 SINGLE FAMILY HOUSES: BATHROOM INTERIOR ARCHITECTS 49 978-616-7191-04-1 / 156 pages / 2010 / 1,200.00 THB

DETAIL VOLUME 9 SINGLE FAMILY HOUSES: KITCHEN INTERIOR ARCHITECTS 49 978-616-7800-17-2 / 168 pages / 2015 / 1,200.00 THB

Detail volume ten ARCHITECTURE In steel Advisor Nithi Sthapitanonda Editor Suluck Visavapattamawon Graphic Designer Siriyakorn Urassayanan (Main) Supavit Kerivananukul Editorial Assistant Rungrawee Surindr