WORK SAMPLE by SYan

WORK SAMPLE SUN Yan

EPICON 2022-2023

TYPE: LUXURY HOTEL, SAUDI ARABIA STAGE: 3A 3B (Concept Design) ROLE:

IMPLEMENT BIM (Building Information Modeling) platform and standards for both internal design teams and external consultants to ensure weekly deliverables; find creative and automotive solutions to bridge the missing link between conventional 3D software to REVIT. CURATE founding board exhibition to showcase our vision and concept to high-profile clients. DESIGN AND VISUALIZE specific views, to create out-of-thisworld scenes selected as key shots for client marketing use. Rationalize design from idea to buildable architecture form and drawings, coordinate with global consultants to ensure design meets the local building code and standards. DELIVER presentation pakages for weekly design meeting with clients and milestone presentations.

EPICON HOTEL AND RESORT

HOTEL + RESORT

SITE ASSETS PLAN The design intent for the Resort plot is to be close to the seaside and to be well connected with the surrounding villas. Connections to other assets and further destinations is through the Coastal Road, thus minimising the impact on its environment. To Haql 1

THE HOTEL 7

1. IGS HOTEL SITE 2. IGS RESORT SITE 3. VILLA - NORTH WING 4. VILLA - EAST WING 5. COASTAL ROAD 6. GEORGIOS G. SHIPWRECK 7. UNTOUCHED NATURAL LANDSCAPE

ARCHITECTURAL DESIGN n ag

ARCH a/M IT rin E C T U To

RAL D 6

3. 01 .01

a rin

g Ma

ESIGN

3. 01 .

6 4

5 6

7 4

2 2

THE RESORT

3 A C O N C EPT DES I G N 100% - ICONIC GAS STATION HOTEL, RESORT & RESORT VIL L AS 02-211201-4800000175-TEN-D ES-D BR-000003

EPICON HOTEL AND RESORT

HOTEL

COASTAL ROAD

ICONIC GAS STATION HOTEL

DESIGN DEVELOPMENT

T1 - HOTEL ROOM TYPES LIFT LOBBY

MENT

LIFT RESIDENTIAL SIMPLEX

64 TYPICAL HOTEM ROOM PLAN

RESIDENTIAL DUPLEX

STANDARD KING ROOM

H ZONE

PRESIDENTIAL SUITE

4,%/$

T1: STANDARD KING Standard King Room 51 m2 / room 36 units 229 m2 (GFA)

BOH

SUITE

TOWER 1 - HOTEL

TOWER 2 - BRANDED RESIDENTIAL

(

ARCHITECTURAL DESIGN

T2 - BRANDED RESIDENTIAL TYPES - SIMPLEX

*DV 6WDWLRQ 5HVRUW 7(1 $5& 0'/ B597 UYW

3 . 0 1 .0 4

LIFT LOBBY LIFT %

RESIDENTIAL SIMPLEX

RESIDENTIAL DUPLEX

SUITE

T1: JUNIOR SUITE Junior Suite

76 m2 / Junior Suite 4 units 183 m2 (GFA)

STANDARD KING ROOM

PRESIDENTIAL SUITE

T2: RESIDENTIAL SIMPLEX

BOH

3 A CO N C E P T D E S I G N 1 0 0 % - I C O N I C G AS STATI O N H O TE L , R ES O R T & R ES O R T VI LLA S 02-211101-4800000175-TEN-DES-DBR-000003

(1/$5*(' 5220 3/$16 72:(5 6,03/(;

TYPE A : CROSS

Concept

EPICON HOTEL AND RESORT

RESORT

ICONIC GAS STATION RESORT

PROFILE DESIGN EXPLORATION

TECTONICS

2000

2400 500

F I N S C L U S Tdue E R S Tto UDY The horizontal fins, which are inherently more challenging their spans, are differentiated into whether they are C o n c structurally ept supported by the structure or projected directly from the core. These horizontal fins can be further categorized into shading devices, internal furniture features, architectural features, balustrades or spandrels.

TYPE A: CROSS

500

1400

350 250

500 1500 500

TYPE C: TT Y -PSEH B A :P E L-SHAPE

1000

1000 1400

1500

350 350

1500

TYPE A : CROSS

The balustrades are uniquely designed to be integrated as part of the wider fin family. By using different balustrade profiles, it creates a dynamic rhythm when viewed from a distance.

134

1500 500

A R C H I TTYEP EC BT: U R A L D E S I G N L-SHAPE

1400

3. 01 . 05 350

1500

ICONIC GAS STATION RESORT

TECTONICS

STRUCTURE SCENARIO 2

SUPPORT SPACING

TYPE A AS EXAMPLE

F500 I N S C L U S1.TEXTENSION E R S OF TU DY BEAM

2000

2400

4*EQUAL SEGMENTS = CANTILEVER LENGTH 500

TYPE A: CROSS

500

1400

1000

TYPE C: T-SHAPE

MAX: 13M

350

500

1000 350

1500

250

TYPE A : CROSS

Concept MAIN BUILDING STRUCTURE

1500

134

500

2400

1400

500

2. EXTENSION OF CANTILEVER (SUB SUPPORTING STRUCTURE INTERLOCK WITH BEAM)

1400

1000 350 250

1500 1500 500

3. FINS ATTACHED TO THE STRUCTURE

TYPE B: L-SHAPE

1400 350

1500

800 1400

600

3A CONCEP T DESIGN 100% - ICONIC GAS STATION HOTEL, RESORT & RESORT VILLAS 02-211201-4800000175-TEN-DES-DBR-000003

137

134

PLANTER/FINS VARIES: 1500-2700

CORRIDOR 2500

CORRIDOR 2500 250 100

PLANTER VARIES: 800-1500

2150

700

SHADING DEVICE 1250

1100

800A

CORRIDOR RAILING WITH HANGING PLANTERS/FINS

CORRIDOR RAILING WITH VERTICAL SHADING DEVICE

YAMAGUCHI HOUSE AND RESTAURANT

YAMAGUCHI 2015

TYPE: HOUSE + RESTAURANT (BUILT), JAPAN STAGE: DESIGN DEVELOPMENT ROLE:

SIMULATED AND VISUALIZED the flow of water on such an organic roof through 3D models and diagrmas, and provide options of how to effectively drain water under different conditions. PROVIDED a set of drawings oncluding detailed plans, section studies, and elevations that showcase the design and functionality of the space. MADE physical models at various scales, to test spatial conditions and human interactions to evaluate how the idea would function in real-world conditions.

YAMAGUCHI HOUSE AND RESTAURANT

ARCHITECTURE: A ROCK When I gaze at a rock I become fascinated by its diversity and complexity. This may be due to the serendipity that occurs within the process of rock formation. Some rocks remind me of the shape of a face, and other ones remind me of a saw. There are rocks with huge holes, and others that are as enormous as a mountain. Rocks are solid structures that are also sculptural; they are landscapes that can shape a space with infinite variations. Is it possible to create architecture that is like a rock?

YAMAGUCHI HOUSE AND RESTAURANT

CONSTRUCTION METHOD

STEP 1 First, a series of holes are dug on the site. Some holes lead to each other, and others are independent. Bedroom

FL▽

Bedroom

FL▽

STEP 2

STEP 3

Bedroom

FL▽

Thereafter, concrete is poured into the holes. As a result, a single rock-like concrete volume appears. Finally, as glass and doors are inserted between the formed concrete volumes, it becomes architecture. And that is all. The space that emerges is like a light and bright cave.

The space that emerges is like a light and bright cave. SECTION a-a’ The surface of the concrete rock appears differently at each location, the accidental kinks adding richness to the space. This is not only an architecture, but is also a landscape. The cave-like landscape creates spaces in a variety of ways. A

2200

8200

2500

8450

7400

4500 12150

1:100

C C1

10 10 4 5 0 0

1:2

1:30

10 20

4 5 0 0

1:1

SECTION b-b’ C

2300

1350

3000 3200

3850

1400 1650

3300 3450

1 :1 0 0

D C1

3300

2300 3850

3450

1 :3 0

1 :2

2300

25 2300

2300

1 :2

YAMAGUCHI

AHOUSE 60.72 m^2 AND RESTAURANT A2=0.06648 m^2

680

A 5130 m^2 AROOF60.72 60.72 m^23910 STUDY A 60.72 m^2 680 680

5130 5130

680

5130

3910 3910 3910

680 1360 1360 1360

S : 60.72 m^2 Q₁ : 0.002024 m^3/s

b=11080A2=0.06648 m^2 3910 3910

680

5130 a : 0.006 m

1360 3910 A₂ : 0.06648 m^2

147.76 m^2

6370 6370 6370

2110

6130

680 周長

L₃ : 11.08 m 5130

A A

L₂ 11.092 a : ::0.006 mm L₂ 11.092 m b : 11.08 m

Q₂ 0.005617409 A₂ ::: 0.06648 m^2 m^3/s Q₂ 0.005617409 m^3/s

周長

L₃ : 11.08 m

Q A Q

L₂ : 11.092 m

Q₂ : 0.005617409 m^3/s

b : 11.08 m b : 11.08 m

A2=0.11688 m^2

6370 6130 6130

5130 5130

Q₂ : 0.005617409 m^3/s

b=11080

6130

2110 2110

680 680

L₃ : 11.08 m L₃ : 11.08 m

S : 60.72 m^2 Q₁ : 0.002024 m^3/s

147.76 m^2 6370 147.76 m^2 2110

周長周長

a : 0.006 m a : 0.006 m

A+B A+B A+B

A A

A₂ : 0.06648 m^2 A₂ : 0.06648 m^2

S : 60.72 m^2 Q₁ : 0.002024 m^3/s S : 60.72 m^2 Q₁ : 0.002024 m^3/s

147.76 m^2

a=6 mm

1360 1360

5130 5130 b : 11.08 m b=11080 b=11080

5130

680 a=6 mm a=6 mm

680 680

L₂ : 11.092 m

A+B

1360

3910 A2=0.06648 m^2 A2=0.06648 m^2

5130

a=6 mm

1360

2110 A2=0.11688 m^2 A2=0.11688 m^2

a=8 mm 6130 a=8 mm a=8 mm

b=14610 A2=0.11688 m^2 6370 6370 a : 0.008 m 6370

S : 147.76 m^2 Q₁ : 0.004925333 m^3/s

a=8 mm

6130 6130

2110 2110

周長

L₃ : 14.61 m

A₂ : 0.11688 m^2 A₂ : 0.11688 m^2

周長周長

L₃ : 14.61 m L₃ : 14.61 m

L₂ 14.626 a : ::0.008 mm L₂ 14.626 m b : 14.61 m

Q₂ 0.012806865 A₂ ::: 0.11688 m^2 m^3/s Q₂ 0.012806865 m^3/s

周長

L₃ : 14.61 m

L₂ :b=4000 14.626 m

Q₂ : 0.012806865 m^3/s

b : 14.61 m

L₂ : 14.626 m

2110 b=14610 b=14610

A₂ : 0.11688 m^2

6130

Q₂ : 0.012806865 m^3/s

b=14610 a : 0.008 m a : 0.008 m

S : 147.76 m^2 Q₁ : 0.004925333 m^3/s S : 147.76 m^2 Q₁ : 0.004925333 m^3/s S : 147.76 m^2 Q₁ : 0.004925333 m^3/s A+B+C 314.5 m^2

A+B+C A+B+C A+B+C

b : 14.61 m b : 14.61 m

A2=0.08 m^2

314.5 m^2 314.5 m^2

b=4000 b=4000

314.5 m^2

Ab=4000 2=0.08 m^2 A2=0.08 m^2 A2=0.08 m^2

S : 314.5 m^2 Q₁ : 0.010483333 m^3/s

a=20 mm

4000

a : 0.02 m

b:4m

L₂ : 4.04 m

A3=0.06162 m^2

4000 4000 a=20 mm a=20 mm

25 25

a=20 mm

A₂ : 0.08 m^2

周長

A4000 3=0.06162 m^2 A3=0.06162 m^2 A3=0.06162 m^2

L₃ : 3.67 m

35 35

A₃ : 0.061

Q₃ : 0.01

Q₂ : 0.019436991 m^3/s

S : 314.5 m^2 Q₁ : 0.010483333 m^3/s S : 314.5 m^2 Q₁ : 0.010483333 m^3/s

a : 0.02 m a : 0.02 m

b:4m b:4m

A₂ : 0.08 m^2 A₂ : 0.08 m^2

周長周長

L₃ : 3.67 m L₃ : 3.67 m

A₃ : 0.061 A₃ : 0.061

S : 314.5 m^2 Q₁ : 0.010483333 m^3/s

L₂ 4.04m m a : ::0.02 L₂ 4.04 m

b:4m

Q₂ 0.019436991 m^3/s A₂ ::: 0.08 m^2 Q₂ 0.019436991 m^3/s

周長

L₃ : 3.67 m

Q₃ 0.01 A₃ ::: 0.061 Q₃ 0.01

L₂ : 4.04 m

Q₂ : 0.019436991 m^3/s

Q₃ : 0.01

PLAN

105

A3=0.07386 m^2

95 98

10 mm

75 40 7

1360

3910 A3=0.07386 m^2 A3=0.07386 m^2

166.74㎡

10 mm 10 mm

A3=0.07386 m^2

BOTTOM: 0

6370 61

3910 3910

1360 1360

A₃ : 0.073863910 m^2

1360

10 mm

2110

680

Q₁ < Q₂

--- 成立

Q₁ < Q₃

--- 成立

A₃ : 0.07386 m^2 A₃ : 0.07386 m^2

Q₁ < Q₂ Q₁ < Q₂

--- 成立 --- 成立

Q₃ : 0.006872912 A₃ m^2 m^3/s Q₃ :: 0.07386 0.006872912 m^3/s

Q₁ < Q₃ Q₁ Q₁ < < Q₂ Q₃

--成立 ----- 成立成立

Q₃ : 0.006872912 m^3/s

Q₁ < Q₃

--- 成立

145

87.04㎡ 152

Q₃ : 0.006872912 m^3/s

6130

1360

120

5130

137

3910

60.72㎡

178

175 215 210 205

TOP: 220

1:100

(等高線 @ 5mm)

SECTION STUDY 1 A3=0.09740 m^2 10 2110 A3=0.09740 m^2 A3=0.09740 m^2

6130 500

6370

10 10

A3=0.09740 m^2 6370 6370

2110 2110

6130 6130

6370

A₃ : 0.09740 m^2 2110

6130

10 Q₁ < Q₂

--- 成立

Q₃ : 0.009064126 m^3/s

Q₁ < Q₃

--- 成立

A₃ : 0.09740 m^2 A₃ : 0.09740 m^2

Q₁ < Q₂ Q₁ < Q₂

--- 成立 --- 成立

Q₃ : 0.009064126 A₃ m^2 m^3/s Q₃ :: 0.09740 0.009064126 m^3/s

Q₁ Q₁ < < Q₃ Q₂ Q₁ < Q₃

----- 成立成立 --成立

Q₃ : 0.009064126 m^3/s

Q₁ < Q₃

--- 成立

5 5

450 1800

5 90

Q₁ < Q₂

--- 成立

12999631 m^3/s

Q₁ < Q₃

--- 成立

162 m^2 162 m^2

Q₁ < Q₂ Q₁ < Q₂

--- 成立 --- 成立

12999631 162 m^2 m^3/s 12999631 m^3/s

Q₁ < Q₃ Q₁ < < Q₃ Q₂ Q₁

--成立 --- 成立成立 ---

12999631 m^3/s

Q₁ < Q₃

--- 成立

A SECTION STUDY 2

1 : 30

500

162 m^2

450 1800

90 20

KAIT II CAFE IN KANAGAWA INSTITUTE OF TECHNOLODY

KAIT II 2015

TYPE: CAFE (BUILT), JAPAN STAGE: DESIGN DEVELOPMENT ROLE:

ACCOMPLISHED a site visit with Ishigami and the team to observe real-world conditions and challenges, s well as gather documentation related to KAIT II. CONSTRUCTED physical models to explore how the design would appear in real-life scenarios. CREATED a set of drawings and studies design details to showcase the overl design concept and provide explanations on the construction process.

KAIT II CAFE IN KANAGAWA INSTITUTE OF TECHNOLODY

KAIT II This semi-outdoor multi-purpose plaza is currently in planning within a university, adjacent to the ‘KAIT Workshop’. It is a one-story building measuring approximately 100 meters × 60 meters. Contrary to its expansive floor plan the ceiling height is about 2.3 meters, and is devoid of any columns. As opposed to its extensive space of almost unfathomable scale that spreads horizontally, the ceiling maintains a human scale like that of standard Japanese houses. Furthermore despite the sheer extent of this roof, its thickness is a mere 12 millimeters, and in respect establishes the building as a ‘super delicate mega-structure’. It is very delicate yet is very dynamic. X1

X10

X11

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X44

X45

X46

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X49

111800 700

GL+1500

2300

GL+1000

2300

700

GL+500 GL±0

1500

GL+1400

Y18

GL+100

GL+100 GL+500

4000

GL±0 GL-500

Y17

GL+1000 GL-700

1500

GL-500 GL-500

Y16

基礎ライン

GL+1400

GL-1000

GL+100 GL±0 GL-100

1500

2000

Y15

GL+300

GL±0

Y15

GL+500 GL-1500

GL+1000

Y14

GL+2000

GL-100

GL+1500

GL-500

Y13

GL-2000 "

GL-1000

GL-1100

2856

Y12

GL-1000

Y11

GL-1500

GL-2000

GL-500

GL-500 GL-2500

基礎ライン

GL±0

GL-2500

1866

GL-2700

GL±0

70400

Y10

GL-2700

Y9 "

1995

GL+100

GL+500

基礎ライン "

GL+800

2000

1425

2000

2200

1030

4000

900

GL+1500

GL+1730

890 GL+1800

2000

925

1570

1640

655

1550

GL+2100

1100

GL+1000

GL-100 GL+500

2000

GL-100 1500 GL±0

GL+200 GL+1500

1550

1020 基礎ライン

GL+1700

1200

1410 GL+1800

GL+1500

GL+1000

1300

X44

GL+1000

GL+300

GL+1500

GL+500

GL+1900

GL+1000

1200

4000

1370

GL+200

900

GL+100

設計GL±0 =TP61.757

GL+2000

KAIT工房

plan

A series of skylights are opened within the huge steel roof, however no glass is installed in these openings. Therefore, light, wind and rain seeps through them into the interior space. Also, each opening will be equipped with cover flashing to capture the rainfall on the roof in order to prevent it from flowing into the interior. Only the rain that falls directly from the sky will enter the room, and will be absorbed by the improved soil on the ground. X1

X10

X11

X12

X13

X14

X15

X16

X17

X18

X19

X20

X21

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X23

X24

X25

X26

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X28

X29

X30

X31

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X36

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X38

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X44

X45

X46

X47

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X49

111800 700

GL+1500

2300

GL+1000

2300

700

GL+500 GL±0

GL+2525 GL+1400

GL+100

1500

Y18

4000

GL+500 GL-500

Y17

GL+1000

GL-700 屋根（バッファー部）塗装アスファルト t=15mm アスファルト防水 t=10mm StPl t=3.2 断熱材充填

GL+1400

Y16

199 200

202

201

203d

GL+100 GL±0

198

192

Y14

194

193d

GL+2000

GL+1554

Y15

195

172d

188

197

196 175d

171

169

Y13

GL+300

191

190

189

GL-100

1500

Y15

173

182

177

184

178

170

158

187

183

179

168

186

185

181

180

176

174

157

Y12

161 156 "

134 "

138

70400

117d

135

119

120

122

" "

GL+500 45 46

4000 4000

GL+100

12 GL+1500

GL+2000

GL+2225 1200

GL+2200 GL-100 GL±0

890 GL+3234 GL+1800

GL+2100

GL+1700

GL+1800

GL+1500

GL+1000

1300

X44

GL+1000

GL+300

GL+1500

GL+500

GL+1900

GL+2000

GL+200

26 21

31 GL+1000

900

16 15

30 29

44 43

62 63

54 36 35

64 76 53

GL+800

74 73

115

96 GL±0

GL+500

112

110

108

102

GL+100

113

114

GL-100

101

111

130

129

関止めプレート St-L 亜鉛メッキ溝付け

107

92 67

GL±0

128

109

屋根最下点 GL-155

103

100

154

153

149

106

105

152

127

126 125 屋根（一般部）塗装アスファルト t=15mm アスファルト防水 t=10mm 常温亜鉛メッキ t=1.0mm StPlt=12

104

151

146

124d

123 121

118

144

141

142

116

GL-1000

GL-500 147

133

GL-1100

148

145 143

139

137

132 131

Y10

166

150

162

屋根 5229.07㎡

140

165

167

160 136

Y11

164

163

159

155

設計 GL ±0 = TP 61.757

GL+2000

roof

KAIT II CAFE IN KANAGAWA INSTITUTE OF TECHNOLODY

SECTIONAL SOLUTION The structure of the roof comprises solely of a 12-millimeter thick large steel sheet that is only supported by four exterior walls. As the building’s foundation is designed exclusively underneath the surrounding walls, there is no structure at all on the interior floor. Thus, the soil can be appropriated as the floor and can be vegetated. X9

X10

GL+156.2

X11

X12

X13

X14

X15

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X18

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X21

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1155.7

1096.3

GL-2416.4

GL-2474.3

GL-2557.7

GL-2577

GL-2600

1024.6

GL-2708.1

GL-2735

GL-2742

GL-2748

GL-2749

GL-2753

GL-2757.5

1525.3

1710.7 2066

1889.9

1865.4 2364

GL-1661.6

GL±0

GL-1413.3

GL±0

1894.8

X46

GL-1539.7

X47

X49

GL-545.6

GL±0

sections

GL-1653.4

1468.9

GL-1949.5

X48

864.6

GL-1798.2

GL-864.5 GL-2183.1

GL±0 GL-817

2332.7

2214.5 2337.7

2328.9

X45

2402.8

GL-2399.3

GL-1862

GL-1266

GL-688.6 GL-2005.4

2174.9

GL-2543.8

X44

2392.9

2387.5

2409.6

2503.3

X43

2470.8

X42

GL-2214.3

2471.9

GL-2635

GL-2487.5

2524.2

X41

2599

GL-2543.5

GL-2382

2542

2647.3 GL-2678.4

2614.5

X40

2552.3

GL-2559.8

2425.8

2448.6

2451.4 2516.9

GL-2036.7

2573.4

2488.9 2558.5

GL-2178.2

GL-1538

GL±0 GL-536

GL-536

GL-933

1842

1986.9

2062.9

2142.7

2209.4

2252.2

2256.1

2446

2476.1 2576.7

GL-2273.3

2562.2

GL-2321.9

2620.5

GL-2309

GL-2703.9

GL-2731.6

GL-2324.8

2611.5

GL-1725.7

GL-2711.8

GL-2755.2

GL-1055

GL-1845.1

2630

X39

GL-1143

GL-1929.5

2636

GL-2555

GL-1218

GL-1969.7

2578.6

2301.2

2279.1

2420.7

2436.8

2516.9 2577.3

GL-2763

X38

GL-1275

GL-1965.3

2613.9

GL-2705

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1135

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GL+1354

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GL+996

1130.7

769

862.8

GL+980

GL+1347

Y17

1252.7

GL+1140

Y18

2294

988.6

1094.1

GL-533.9

GL±0 GL-530

sections

RAIN SOLUTION The main roof retains most of the rainfall, which is gathered at the one opening. From this opening, the water pours into the space like a waterfall. On a sunny day, a pleasant light shines through the windows, and creates rectangular shaped sunny spots on the floor. On a cloudy day, the rectangles will disappeared due to the diffusion of light. The density of the openings creates a space where light areas and dark areas are in a state of gradual transition . On a rainy day the water droplets that enter through the openings, allow numerous volumes to emerge like a cubed-shower. One can simultaneously witness patches of rainy scenes and a single, beautiful waterfall.

081

開口部：小口プレート St Pl t=3.2mm h=85mm

2013|01|

屋根の最大変形量：約800mm 客土 T=20〜25mm アスファルト t=20mm 防水シート St Pl t=9mm 雨滴

曇天時：500〜1,000lx 晴天時：500〜3,000lx

滝

雨水排水ピット

断面詳細

改良土 t=100mm

雨水自然浸透雨水

GL+2,882

縮尺 1/80

最高天高=約2,900mm 最低天高=約2,100mm

GL+2,600

GL+2,300

GL+2,100

GL+1, 907

GL+3,100

GL+2,000

detail section

Section A-A’

雨水ホール盛土高さGL ±0〜+850

最下点 GL+580

GL±0 平均地盤面

208

3184

1981

平均地盤面

雨水ホール

1578 208

壁高さGL+1554〜2225 壁高さGL+2525〜3234 盛土高さGL+1400〜2270

GL+2,300

草原

Overall Section

GL+1,000

GL+3,400

GL+1,500 一般部

バッファー部：壁芯〜3000

最高高さ=GL+3234

平均GL=GL+1147

開口部：小口プレート St Pl-3.2 h= 85 OP GL+3,000

C-1

GL+3,300

GL+2,500 GL+2,800

150150

300

一般部塗装アスファルト t=15mm アスファルト防水 t=10mm 常温亜鉛メッキ t=1.0mm StPl t=12

屋根伏

20 W-1

2165〜2180

GL+3,581

120

水切り:SUS PL t=0.8 曲げ加工焼付け塗装 W-1

縮尺 1/500

GL+2,000

バッファー部塗装アスファルト t=15mm アスファルト防水 t=10mm StPl t=3.2mm 断熱材充填 StPl t=12

GL+2,575

挙動範囲

屋外広場 160

650

GL±0

112,500

GL+2,100

GL+200

Section A-A’

厨房

GL±0

GL-1,100

カフェテリア

GL-200

GL+1,300

GL+600

GL+700 GL-450

YANLORD MALL 2018-2020

TYPE: RETAIL/MIXED-USE/OFFICE (BUILT), SHENZHEN STAGE: SD, DD GFA: 68,211m2 (retail podium) ROLE:

DESIGN retail planning/facade design/design presentation, and clearly communicate all identical changes or updates to the client COLLABORATE with facade consultants to test facade types and feasibilities RESOLVE structural/MEP/building code issues with local architects and engineers GENERATE a complete set of design development drawings for 2 office towers independently DELEGATE AND DISTRIBUTE the workload to the in-house technical team and other team members

YANLORD MALL SHENZHEN RETAIL MALL AND OFFICE TOWERS A-5

4300 1500

04 (25)0601

A-4

200

屋顶 ROOF TOP

03 (25)0601

1500

屋顶 ROOF TOP

MT-02

500

MT-02

(25)0601

GL-01

(25)0601

屋面层 ROOF

1550

1000

GL-01

SPANDREL

1850

MT-01

铝装饰条

700

3150

700

3150

FFL +178.2

100

MT-08

屋面层 ROOF

1350

100

100 MT-08

1450

SPANDREL

850

GL-01

700

5200

1350

700

5200

1350

GL-01

1350

MT-08

2300

GL-01

L38

800

L38

1350

SPANDREL GL-01

1350

MT-01

2300

外

800

L37

1350

L37

EXTERIOR

2300

4350

700

2300

4350

700

GL-01

700

MT-08

T1部份北立面图 T1 FA DE PROFILE SECTIONS - PARTIAL NORTH ELEVATION

FE-T1-(25)0601 SCALE 1:50 A1

A-5

T1剖面图 T1 FA DE PROFILE SECTIONS

FE-T1-(25)0601 SCALE 1:50 A1

A-5

A-4

200

4300

结构钢筒架 STRUCTURAL STEEL TUBE

屋顶 ROOF TOP

176.650 175.650(结）

屋顶结构由幕墙顾问负责 ROOF STRUCTURE BY FACADE CONSULTANT

屋 R

178.200 300 1500

1500

350

179.800

MT-02

500

1409

1500

1409

1500

MT-02

1409

EWS-T1-01B 01

T1部份屋顶平面图 T1 FA DE PROFILE SECTIONS - PART ROOF TOP PLAN

FE-T1-(25)0601 SCALE 1:50 A1

(25)0601

T1部份屋面层平面图 T1 FA DE PROFILE SECTIONS

FE-T1-(25)0601 SCALE 1:50 A1

Dimensions to be verified on site. Figured dimensions to take preference to those scaled. All discrepancies to be clarified with project Architect. This drawing is the property of Lead 8 Limited and is issued on the condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part without the written consent of Lead8 Limited. 6/F, 10-12 Shipyard Lane, Quarry Bay, Hong Kong Tel: +852 2283 0500 Fax: +852 2511 4822 Email: info@lead8.com Ordnance Survey material is used with the permission of The Controller of HMSO , © Crown copyright AR 159670.

开始施工前应验证所有尺寸，优先采取图纸上的尺寸，所有不符合图纸条件的，需与工程建筑师加以说明此图为 Lead8 Limited 有限公司的财产，如未经 Lead8 Limited 有限公司书面同意，并签发在有关的情况之下，是不允许全部或部分复制，保留或透漏给任何未经授权的人。香港鲗鱼涌船坞里10-12号6楼电话：852 2283 0500 传真：852 2511 4822 电邮：info@lead8.com

THIS IS A DESIGN INTENT DRAWING ONLY used to control design of Façade. 此设计意向图纸仅供控制幕牆设计之用 All material, structure and fixings dimensions are for reference only. 所有结构、安装组件及物料尺寸只供参考 All structural elements, fixings and glazing shall be reviewed and advised by a registered engineer.

结构钢筒架 STRUCTURAL STEEL TUBE

所有所有结构组件、安装组件和玻璃应由注册工程师审查 The design intent should be reviewed by qualified consultants to comply with all relevant local regulations and building codes.

500

MT-02

本设计意图需由具相关资质顾问审查并确保其最终符合所有当地规范 Please refer to General Notes of this drawing package. 其他详见本图纸文本首页的项目注译

100

3150

屋顶结构由幕墙顾问负责 ROOF STRUCTURE BY FACADE CONSULTANT

GL-01 MT-02

300

2300

1550

MT-08

SPANDREL

800

GL-01

200

GL-01

1200

SPANDREL

1350

200

MT-08

+ 700

MT-08

GL-01

3000 2300

3000

GL-01

MT-09

MT-09 GL-07

Date

Description

Chk'd

150

Rev.

1200

700

1200

1350

150

800

GL-07

GL-01

Key Plan

150

800

1200

1350

1200

S - SECTION

3000

内 INTERIOR

2300

外 EXTERIOR

150

内 INTERIOR

3000

GL-01

T1剖面图 T1 FA DE PROFILE SECTIONS - SECTION

FE-T1-(25)0601 SCALE 1:50 A1

A-4

4300

结构钢筒架 STRUCTURAL STEEL TUBE

屋面层 ROOF

176.650 175.650(结）

建设单位 Client

MT-08

屋顶结构由幕墙顾问负责 ROOF STRUCTURE BY FACADE CONSULTANT

YANLORD LAND GROUP LIMITED

深圳市恒明商业有限公司项目 Project

YANLORD LAND SHENZHEN HULLONGPU

1500

仁恒置地深圳龙岗区回龙埔一号地

350

图名 Drawing Title

GL-01

MT-08

T1 FAÇADE PROFILE SECTIONS ELEVATION & SECTION

300 1500

1500

S - PART ROOF PLAN

1500 GL-01

T1部份平面,立面及剖面图

MT-01

EWS-T1-01B

文件名 Comp. File No.

L1577 FE-T1-(25)0601.dwg

绘图人 Drawn by

校对人 Checked by

比例

日期 Date

LEAD CAD

01 (25)0601

Scale

(25)0601

20.03.2020

1:50 A1

设计号 Project No.

图号 Drawing No.

版本 Revision

L1577

FE-T1-(25)0601

D00

t+852 2283 0500 f+852 2511 4822 e:info@lead8.com

YANLORD MALL SHENZHEN RETAIL MALL AND OFFICE TOWERS

A-6

(25)0201

A-7

4500 1500

1500

6000

1500

FE-T1-(25)0201

+167.10 MT-02

MT-02

SPANDREL

400

L37

+167.10 400

950

MT-08

ML-08

950

GL-02

700

MT-02 GL-02 MT-02

4350

GL-02

700

L37

MT-09

GL-07

SPANDREL

800

+162.75 MT-02 400

L36

GL-02

+162.75 400

L36

2300

GL-02

MT-09

外

内 INTERIO

EXTERIOR

GL-07

+158.40

800

L35

+158.40

GL-02

2300

02 (25)0201

L35

MT-02

4350

700

GL-02

700

950

+ MT-08

950

GL-02

T1-T

T1部份立面图 T1 FACADE PROFILE SECTIONS - PARTIAL ELEVATION

FE-T1-(25)0201 SCALE 1:50 A1

T1剖面图 T1 FACADE PROFILE SECTIO

FE-T1-(25)0201 SCALE 1:50 A1

A-6

A-7

4500

6000

MT-09

300 250

MT-09

GL-02

FE-T1-(25)0201 1500

1500

150

EWS-T1-02

01 (25)0201

T1部份平面图 T1 FACADE PROFILE SECTIONS - PART PLAN

FE-T1-(25)0201 SCALE 1:50 A1

(25)0201

T1节点 T1 FA

FE-T1-(25)0201 SCALE 1

开始施工前应验证所有尺寸，优先采取图纸上的尺寸，所有不符合图纸条件的，需与工程建筑师加以说明此图为 Lead8 Limited 有限公司的财产，如未经 Lead8 Limited 有限公司书面同意，并签发在有关的情况之下，是不允许全部或部分复制，保留或透漏给任何未经授权的人。

GL-07 GL-02 175 MT-09

100

150

所有所有结构组件、安装组件和玻璃应由注册工程师审查 The design intent should be reviewed by qualified consultants to comply with all relevant local regulations and building codes. 本设计意图需由具相关资质顾问审查并确保其最终符合所有当地规范 Please refer to General Notes of this drawing package. 其他详见本图纸文本首页的项目注译

50 50

300

1200

MT-02

香港鲗鱼涌船坞里10-12号6楼电话：852 2283 0500 传真：852 2511 4822 电邮：info@lead8.com

MT-02

SPANDREL 3000

GL-02

1200

150

950

MT-08

50 50

MT-02

MT-09

Rev.

Date

Description

Chk'd

3000

GL-02

50 50

1200

150

700

GL-02

T02

ONS - SECTION

Key Plan

T1节点图 T1 FACADE PROFILE SECTIONS - DETAIL

FE-T1-(25)0201 SCALE 1:10 A1

建设单位 Client YANLORD LAND GROUP LIMITED

深圳市恒明商业有限公司 MT-09

GL-07

YANLORD LAND SHENZHEN HULLONGPU

仁恒置地深圳龙岗区回龙埔一号地图名 Drawing Title

T1 FAÇADE PROFILE SECTIONS ELEVATION & SECTION T1部份平面,立面及剖面图

GL-02

点图 ACADE PROFILE SECTIONS - DETAIL

1:10 A1

项目 Project

MT-02

文件名 Comp. File No.

L1577 FE-T1-(25)0201.dwg

1500

绘图人 Drawn by

校对人 Checked by

比例

日期 Date

LEAD CAD

Scale

20.03.2020

1:50 A1

设计号 Project No.

图号 Drawing No.

版本 Revision

L1577

FE-T1-(25)0201

D00

t+852 2283 0500 f+852 2511 4822 e:info@lead8.com

DONGGUAN MIXC 2020-2022 TYPE: RETAIL PRECINT, DONGGUAN STAGE: SD, DD GFA: 105,000m2 ROLE:

ENSURE the seamless communication and collaboration among stakeholders to maintain design consistency. PROPOSE cost-effective solutions and recommendations to senior managers, clients, balancing design intent with budgetary constrains MANAGED the VMU schedule and oversee the production of customized materials, maintaining project timelines and quality standards

B1 Reflected Ceiling Plan

B1 Setting Out Plan

APPENDEX INDEPENDENT WORK 2010 - 2016

Summary Label or Phrase • Informative body text might be placed in this column. • While body text (sentences) should be placed in InDesign, all drawing labels should be in Illustrator. Occusdam etus aute comnis destrum et faccus, volor as ex estium quam illique volore conem quatiunt rernatium estiatem hicit adic tenes atibus erro moluptur suntem quid quo dolore volorep erchill endam, ea sim eumqui destiis aut qui dera solor aut aruptas eos aciis volorep tatibusandi vendit dit estions eniendis volut mos samus, volorest fugit illuptisquam quosandae offic tem eume doluptat.

DATA/CODING/MAP 2016-ONGOING

INDEPENDENT RESEARCH/WORKS Utilizing ArcGIS, Rhinoceros 3D modeling tools, and the Adobe Suite visualization software, I employed Python programming as the predominant language to establish interoperability across diverse software platforms. Complementing these efforts, I leveraged Grasshopper, a scripting tool within the realm of 3D software, to craft a bespoke visual language that effectively communicates my research focus and scholarly pursuits in the domains of data visualization, mapping, and disaster study. Noteworthy undertakings encompassed the assessment of oil palm suitability in Myanmar, comprehensive analysis of flood issue in Manila, and visual representation showcasing moon phases in Hong Kong.

Drawing Title Scale (A1) = 1:100,000 Source data adapted from: Source information in APA style. Source information in APA style. Source information in APA style. Source information in APA style. Source information in APA style.