bim portfolio 2020 by Kk Lau

REVISION

DATE

DESCRIPTION

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCIAL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

SCALE DATE DESIGN DRAWN

DRG. TYPE

SUPERSTRUCTURE WORKS

CHECKED

APPROVED

WATER TANK REINFORCEMENT MODEL

DRG. TITLE

WATER TANK REINFORCEMENT MODEL ARCHITECT

C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_WATER TANK.rvt

DRG. NO.

3D-0

portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio portfolio BY

2020

CHK

CONTENTS

MODELLING

PAGE 4 - 9

LAYOUT PRESENTation

PAGE 10 - 33

REinFORCEMENT DETAILS

PAGE 34 - 53

03 01

modeling

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

06 DESCRIPTION DATE

SCALE DRAWN

DESIGN CHECKED DRG. NO.

APPROVED

3D-OV

DESCRIPTION DATE

SCALE

1:9

APPROVED

CHECKED

DRAWN

DESIGN

MAY 2019

DATE

REVISION

GOVERNMENT APPROVAL SIGNATURE OF AP/RSE/RGE PROJECT DRG. TYPE

PROPOSED RESIDENTIAL DEVELOPMENT TSEUNG KWAN 0 AREA 86, SITE 1 TSEUNG KWAN O, NEW TERRITORIES TKOTL 70 R.P.

DRG. TITLE

SUPERSTRUCTURE WORKS PLAN

REVISION PROJECT

SIGNATURE OF AP/RSE/RGE

GOVERNMENT APPROVAL

DATE

ARCHITECT

OVERALL 3D MODELING

DRG. TYPE

PROPOSED RESIDENTIAL DEVELOPMENT AT 4A-4P SEYMOUR ROAD, HONG KONG, I.P. 576 R.P.

DRG. TITLE

SUPERSTRUCTURE WORKS PLAN

ARCHITECT

OVERALL 3D MODELING

3D-OVERALL

DRG. NO.

L:\Ocean Lau (2307)\LOH10\Lohas-STR-OVERALL 3D MODELING.rvt

L:\Ocean Lau (2307)\SEY4A\SMRD-STR-OVERALL.rvt

OVERALL 3D MODELONG

PROPOSED RESIDENTIAL DEVELOPMENT TSEUNG KWAN 0 AREA 86, SITE 1 TSEUNG KWAN O, NEW TERRITORIES TKOTL 70 R.P. PROPOSED RESIDENTIAL DEVELOPMENT AT 4A-4P SEYMOUR ROAD, OVERALL 3D MODELING HONG KONG, I.P. 576 R.P.

REVISION

DATE

DESCRIPTION

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED RESIDENTIAL DEVELOPMENT AT NKIL NO. 6564 KAI TAK AREA 1L, SITE 1, KAI TAK, KOWLOON

D DRG. TYPE

SUPERSTRUCTURE WORKS PLAN

A DRG. TITLE

OVERALL 3D MODELING

PROPOSED RESIDENTIAL DEVELOPMENT AT NKIL NO. 6564 KAI TAK AREA 1L, SITE 1, KAI TAK, KOWLOON

ARCHITECT

REVISION

CHK

DAT

GOVERNMENT AP

SIGNATURE OF AP

PROJECT

PROPOSED RE DEVELOPMENT KAI TAK AREW KAI TAK KOWL

1 : 250 SEPT 2019 JCK

DRG. TYPE

SUPERSTRUCT

ECY DRG. TITLE

VED TY

OVERALL 3D M

OVERALL 3D MODELING VIEW 2

D-PO-01

ARCHITECT

PROPOSED RESIDENTIAL DEVELOPMENT AT KAI TAK AREW 1K, KAI TAK KOWLOON, NKIL 6565

REVISION

DATE

DESCRIPTION

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

SCALE

PROPOSED COMPREHENSIVE RESIDENTIAL DEVELOPMENT AT NKIL NO. 6549 OF HING WAH STREET WEST, CHEUNG SHA WAN, KOWLOON

DATE DESIGN DRAWN

DRG. TYPE

CHECKED

SUPERSTRUCTURE WORKS PLAN

APPROVE DRG. TITLE

PROPOSED COMPREHENSIVE RESIDENTIAL DEVELOPMENT AT NKIL NO. 6549 OF HING WAH STREET WEST, CHEUNG SHA WAN, KOWLOON

DRG. NO.

OVERALL 3D MODEL ARCHITECT

3D-

AR 2020

CHK

LAYOUT PRESENTation

BD REF NO.: 3/2023/20

PODIUM 3D VIEW (SCALE=

1 : )225

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

DRG. TYPE

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

SUPERSTRUCTURE WORKS APPROVED TY DRG. TITLE

PODIUM 3D VIEW MODELING

DRG. NO.

FR-PO-3D-01

ARCHITECT

FOR INFORMATION ONLY PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

BD REF NO.: 3/2023/20 LEGENDS:

Q1-A3

7050

4300

C-A

7360

PROPOSED COLUMN/WALL BELOW AND ABOVE

USAGE

LEGEND

FINISH (kN/m2)

SERVICES (kN/m2)

L.L. (kN/m2)

F.R.P. (MINS)

LOBBY, WALKWAY, TOILET AND INDOOR ROOM

1.2

0.6

5.0

240/240/240

PLANT/ PUMP/ FAN/ GENSET ROOM/ VRV OUTDOOR UNITS/ FLUSHING WATER TANK ROOM

1.2

0.6

7.5

240/240/240

PROPOSED COLUMN/WALL ABOVE

C-2

700 0

PROPOSED STRUCTURE FLOOR LEVEL PROPOSED BEARING WALL/ HANGER WALL ABOVE

C-3

602 0 867 5 C-B

700

120

0.6

5.0

240/240/240

30.6

0.6

240/240/240

WATER TANK

16.1

0.6

HX10

240/240/240

L4S1 65

2290

L4S1 66

1250 2100

700

7800

14 00

286

L4B

70 0

13 74 5

276

285

L4B

284

70 0

71 50

L4B

10 00

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

14 00

79 00

SIGNATURE OF AP/RSE/RGE

86 00

 

79 00

86 00

700

L4B279

C-13

10 00

CLT

DRAWN

LPK

CHECKED

FWK

DRG. TITLE

LG4 FRAMING PLAN

DRG. NO.

FR-PO-01

ARCHITECT

40 00

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

C-K

35 05

72 00

DRG. TYPE

OCT 2020

DESIGN

APPROVED TY

69 00

L4B278

As indicated

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

SUPERSTRUCTURE WORKS

62 00

C-12

PROJECT

70 0

11 41 5

(SCALE= 1 : 200 )

C-11

70 0

4 CL

32 50

LG4 FRAMING PLAN

2° 40.9

0 70

700

C-10

70 50

B7 0 L4 95 0X 0 5 50

0 70

L 70 4B 2 0 X 46 95 0

70 0

L 70 4B 2 0 X 30 95 0

B6 0 L4 95 0X 0 5 76

82.39°

B 0 X 222 95 0

0 70

B 0 X 213 95 0

70 0

86 00

76 00

0 70

10 00

L4B

75 00

283

C-F

86 00

79 00

C-E

86 00

L4B

79 00

275

14 00

C-D

(SCALE= 1 : 500 )

L4B2

700

LG4 LOADING KEY PLAN

L4 B2

C-C

Q1-AJ

C76

0 70

L4B2

80 0

Q1-AH

78 45

2925

L4S1 67

C-M

C-13 C-B

C86

67 90

91 0

L4B2

80 0

L4 54 B 1 5 95 9

0 70

C-K C-12

4240

2970

C-J

2 C-10

Q1-AG

4700

L4B9

3535

C85

L4S1 64

L4B

700

3385

237

C71

L4 S1 48

L4B9 310 5 L4S1 63

700

L4S1 62

5215

C-9 Q1-AF

287

700

C84

Q1-AD

L4B

5655

285 0

L4S1 61

L4B7

C-H

21 231 5

220

4650

04 212

C65 20 L4

L4B9

378 0 L4S1 60

L4B

02 B2

L4B2 203 L4B

L4 B 1 95

L 4 B6

700

245

L4B1 L4 B 1 88

7600

C83

C70 2

366 5

L4S1 59

L4S1 46

C-G

C-8

3675

81 73 L4B1

80 0

L4 S1

L4B9

L4B2

72 L4B1

71 L4B1

L4B1

32 10

L4S1 45

C-6

C94

L4S1 75

70 0

69 L4B1

60 B1

L4S11

C82

L4S1 44

C64

Q1-AB

L4B

L4B1

L4B8

L4S1 43

C-F

700

L4B1 01

C81 29 15

700

L4S11

C-E

C-5

7610

C93

L4S1 74

28 30

C-D

C-3

229

2 L4B16

L4B161 250 x 750

L4S1 42

L4S139

9640

2875

L4B71

4300

L4B8

L4 B 1 80

L4B60 250 x 750 250 2150 400 L4 S1 14 L 5 4S L4 11 B6 5 1 L4 S9 70 6 L4 0 S9 7A W2

L 4 S1

2100

L4B154 250 x 750

VOID W1

L4 B 61 49 85 L4 S7 2

AL L4B ON 137 G RA MP

C-B

L4B

C-M

700

L4S113

L4B69 L4S138A L4B68 250 x 750

2585

16 15

AL L4 ON B1 G 31 RA MP

C-3

42.5

VOID

7590

ON L4B1 G 24 RA MP

42 00

TRANSFORMER ROOM, MAIN SWITCH ROOM

L4B1 00

70 0

36 00

C80

L4B70

C92

2° 88.4

C-2

LANDSCAPE (2.0M SOIL)

C-K

700

L4S1 73

L4S113A

L4S140

1400

C80A

L4 B1

L4S

65 05

L4B1

L4B

129

B1 L4

500 L4 B

L ON 4B1 G 14 RA MP

0 70

72 00

70 0

18 25

B1 0 L4 95 0X

C-1

240/240/240

C-1 L4B9

L4S1 72 L 4 B8

3900

C56

+142.00

70 0

ON L4B G 10 RA 9 MP

CL4B102

10 20 0

78 B7 L4 S9 1 S1 C19 14 C58 S1 3 AL L3 8 21 14 2 .0 70 49 ON B2 36 L4 00 0 0 C45 L4 00 G 4 S9 LB C72 RA S4 9 L4 30 L4 42 6 MP ° L4 S1 S 65 5T L4B81 .24 1400 B6 15 22 C32 .L . C66 0 3 100 L4 27 12 L4 =+ L4 L4 S1 1 L4 6 S 0 2 1 72 B5 B1 5 00 0 73 L4 B7 650 L4 42 00 L3 5 0 S 9A S 9 . 0 L S2 00 5 47 15 4S L4 2 1 S1 15 C75 C59 27 AL L L4 7 23 L4B8 ON 4B 65 S1 2 L4 59 C20 L4 L4 01 G 21 B3 L4 62 95 S1 L4 L4S B7 RA 14 S4 8 L4 S 5 8 4 158 1 2 7 M 5 L3 B2 8 00 20 4 L4 27 P L4 S2 6T L4 0 S S1 L4 65 C46 3 12 B9 21 .L . S 0 C73 L 4 2 15 L4 AL L 4B 00 +142.00 T .L =+ 12 L4 3 S4 C33 ON 4B 80 L4 .= 14 05 S7 C67 9 14 14 10 L4 B6 G 19 2 .0 L4 5 L4 +1 S1 00 RA 00 L4 25 4 S1 S1 0 42 L4 25 S2 MP 03 L4 54 .00 B5 AL L 4 25 S 1 1 50 L4 L4 ON 4B 40 05 L4 C74 L4 S C21 B 2 L 0 G S 7 39 S1 C9 AL 4B C60 6 15 L4 RA 2 ON 20 2 5 B L 66 6 MP L4 4S 75 G L4 B2 05 10 RA S2 L4S 7T L4 4 L MP 5 4 61 S7 156 .L . L4 S1 AL L4B C47 7 L 50 B6 27 =+ L4 ON 23 C68 L4 4B 1 5 S5 L4 14 G S2 0 T 1 S1 C2 2 .0 L4 RA 12 L4 .L . 05 S1 C34 0 MP L4 S7 00 L4 =+ 28 S2 8 B7 C22 14 6 L4 14 L4 6 L4 S5 00 L4 2 .0 AL L4B B5 S1 S1 2 L4 L4 ON 21 L L4 2 0 06 L4 S2 29 S3 S7 4S G C61 B4 7 9 RA 2 0 10 L4 L4 MP 6A L4 S5 00 S1 L4 B2 C10 C48 3 S1 L4 07 8 B6 C69 30 L4 6 L4 S8 L4 S2 38 L4 L4 L4 0 S1 8 S4 B1 6 00 S5 L4S L C3 2 08 4B 1 C35 05 4 131 5 C62 3 70 L4 L4 L4 C11 0 S5 S1 S8 L4 L4 C23 S5 09 1 S2 L4 5 44 10 9 B6 L4 L4 40 C49 00 L 7 L S S1 4 4S 65 L4 6 B4 L4 10 L4 8 81.00° B1 00 1 2 S5 S3 L4 2 41 6 B2 0 00 9 L4 27 L4 S8 60 C36 L S L4 4 3 11 L4 B5 70 S7 1 S3 L4 4 C12 18 0 C24 S5 1 35 L4 7 29 C63 S8 C4 L4 90 4 B4 L4 L4 C50 2 L S S1 4S L4 32 72 L4 L4 1 B 8 S 2 7 30 00 S8 58 60 32 5 0 L4 40 L4 L4 B5 L4 S3 B1 5 L4 L4 S9 3 3 S8 S5 6 20 C51 9 C37 65 C25 70 L4 L4 L4 C13 0 61 L4 B5 S S L4 S3 L4 60 Q1-B4 10 25 70 6 S8 36 B4 4 0 7 00 3 C5 81.29° C-5 83 L4 L4 L4 3 65 1 00 S1 B1 S6 L4 60 L4 00 1 B3 4 1 S3 C52 C38 1 5 L 36 4S L4 C-G 00 L4 88 S6 S1 L4 L4 2 2 B4 70 S3 Q1-B5 C14 4 6 C26 0 L4 27 S6 C39 3 65 L4 L4 S3 S1 7 72 3 C-6 L4 L4 27 00 L4 B4 S6 82 65 L4 B3 L4 5 4 B2 S 2 B1 C6 38 L4 L4 5 S1 30 70 +142.00 4 27 00 0 L4 65 S3 C27 L C40 4S 30 9 L4 65 C-H 00 S1 C15 76 0 24 5 L4 00 L4 70 00 S4 B3 14 0 3 L4 C-8 0 83 0 S1 24 00 C28 6 1 8 00 L4 B2 L4 B1 70 L4 00 S4 L4 CL 6 0 1 S1 24 4B 81 7 38 00 34 B2 950 C7 4 L X L4 L4 0 S4 S1 65 70 2 8 00 41 C16 40 L4 L4 72 B1 C-J S1 C-9 7 00 9 5 80 C17 70 70 B2 L4 010 0 7 CL C8 L4 S2 4B 0 18 C8A 0 76 50 79.06° 70 00 5

0 34 10

85 0

5050

L 4 B8

137 650 1400 600

L4S

L4B154A 300 X 750

B1 4 L4 7 S9 6A

L4 B1 16 39 45

.L .

1.2

700

C91

L4S138

42 00 B3 6 C31

C43

15 00

C30

10 B1

15 00 47 3 AL L4 5 ON B1 G 03 RA MP

15 00

C18

40 00

22 00

5295

L4B9

L4S1 71

68.96°

33 50

DRIVEWAY (CLASS 6A)

850

C90

136

400 2200

L4 B1 17 86 00

69 00 C-L

C-M

L4 S4

° 65.20

71 00

L4 L4

C42 L4B

12 00

L4B9

120 0

L4S

240/240/240

4750

C89

52 A

C55 L4

L4B

450 L4B1 35 2800 250

492 0

B1 35 00

L4S

128

C29

135

862 5

122

L4S

L4B

88 5

15 00

Q1-BA

46.6

2° 81.2

C-K

700

83m 3 WT-P 2 SP STRE WA RINKL ET T ER ER TAN K

337 5

L4B

77.97°

134

L4B

700

C79

291 0

11 8

L4B

112

L4S

169

L4B

119

L4S

L4 B

71 45

05 B1

1.2

4 L4B

1° 75.1

580 L4B 5 0

311 0

133

76.80°

L4 L4

L 4S

140 0

60 0

168 L4S

L4B

166 .00 °

C-J

C88

L4B

C54 L4S

C41

11 40 0

L4S

L4B

150 0 416 5

850

106

86 00

Q1-BF

86 00

132

245 WT-1 m3 H S TR WA YDRA EET TER NT TAN K

C53

L4B

C78

L4B

C-G

315 0

113

L4B

107

710 0

350 0

L4S

462 0

C87

170

330 0

700

108

220 0

C77

L4B

860 0 C-H

580 0

L4B

CL4 B

150 0

C-C

DRIVEWAY (CLASS 6D)

850

365 0

PROPOSED MASS CONC. FILL (DENSITY =

C-G

C-J

300mm THK. ON-GRADE SLAB 24.5kN/m3)

C-B

C-H

L4B

PROPOSED BEARING WALL/ HANGER WALL BELOW

C-3

LOAD INTENSITY:

C-1

C-A 

1550

C-1

Q1-A9

70 0

1TC

PROPOSED COLUMN/WALL BELOW

Q1-A8

58 80

1TC

Q1-A6

1TC

Q1-A5

C-L

C-M

BD REF NO.: 3/2023/20 LEGENDS:

Q1-A3

7050

PROPOSED COLUMN/WALL BELOW AND ABOVE

PROPOSED STRUCTURE FLOOR LEVEL

USAGE

LEGEND

FINISH (kN/m2)

SERVICES (kN/m2)

L.L. (kN/m2)

F.R.P. (MINS)

LOBBY, WALKWAY, TOILET AND INDOOR ROOM

1.2

0.6

5.0

240/240/240

PLANT/ PUMP/ FAN/ GENSET ROOM/ VRV OUTDOOR UNITS/ FLUSHING WATER TANK ROOM

1.2

0.6

7.5

240/240/240

DRIVEWAY (CLASS 6D)

1.2

46.6

240/240/240

DRIVEWAY (CLASS 6A)

1.2

240/240/240

LANDSCAPE (2.0M SOIL)

42.5

0.6

5.0

240/240/240

TRANSFORMER ROOM, MAIN SWITCH ROOM

30.6

0.6

240/240/240

867 5

850

1 CL3B 26

CL 3

4650 60 L3B2

1250 2100 2925 L3S1 67

70 L3B2

55 L3

700

7800

L3B

287 66 35

L3B2

C76

286

58 L3B

(SCALE= 1 : 500 )

14 00

C-D

C74

285

L3B

C68 L3 B7

L3B

14 00

276

C73 L3 21 00

LG3 LOADING KEY PLAN C-C

Q1-AJ

14 00

69 L3 B2 14 00

700

L3B8

Q1-AH

70 0

C75

L3 S1

C-M

C-13 C-B

13 74 5

700

B2 59 1935

L3B2

L3B81 L3S157

925

65 00

C-K C-12

4235

C86

C-J

5 5

C-10

Q1-AG

3675

52A

L3B2

C-9 Q1-AF

4240

150m m B.W. THK. ABOV E

36B

2290 L3S1 66

Q1-AD

C69

81.00°

10 00

C-E

79 00

10 00

C63

70 0

283

86 00 5

79 00

C40

C-H

86 00

0 70

SIGNATURE OF AP/RSE/RGE

70 0

1 28 00 81

 

C-J

10 70

As indicated

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

C-K

DRG. TITLE

LG3 FRAMING PLAN

85 0

30 00

CHK

C-G

PROJECT

L3B279

70 0

75 05

C52

DESCRIPTION

70 0

DRG. NO.

FR-PO-02

ARCHITECT

35 05

10 00

DATE

81.29°

+145.10

79 00

REVISION

GOVERNMENT APPROVAL

L3B

14 00

C-F

86 00

L3 B5

86 00

58 80

L3B

18 35

L3 S1 11 ( 10 *)L3 00 B5 x7 5 50 C51

70 0

275

14 00

L3B 284 71 45

B2 L3

+145.10 40

79 00

40 00

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

L3B2 A

51 B2 10

86 00

L3 CL 3

10 00

B L3

2970 L3S1 65

C-H

70 0

0 70

L3B2 1000 36A x 950

36 B2 43 B2 L3 L3 S6

C28

B2 S8

L3B9

+145.60

L3 L3

C62

30 00

C17

21 CL3B 2

220 L3B

70 0

L3 35

B2 3

70 0

L3 B3

B2 L3 B1

L3 L3

57 0

700

° .24 100

L3B2 44

61 50

5215

C85

C72

70 0

27 L3

B2 65

+147.25

L3S1 62

L3 S8

( 10 *)L3 00 B4 x7 4 50 C39

63 B2

50 B2

55 B2

L3 0

L3 L3 S2

42 B2 L3 L3

56 48 L3

54 B2

700

72 00

L3 3

L3B9 3385 L3S164

L3S1 63

+145.10 L3

L3 27 B2

34 B2 L3 49

L3 B4

41 40

C50 S8

+145.10

4 L3

1 61

+145.60

700

5 C-8

4700

04 L3B2 212

L3B

11 B2

L3B

62 00

C38

0 70

8 3B CL 00

700

2° 40.9

C8A

24 00

C27 L3

B2 L3

40 B2

L3 S6

C49 S8

C16

C71 L3

L3 S3

47 L3

L3 L3

26 B2 L3

25 B2 32

378 0

L 3S

C61

10 00

62 00

C-12

06 L3

4775

02 B2 L3

18 B2 L3

5655

C84

L3 L3S1 S1 52 51 95 L3B 7 93 0x 4 C67A 700 0 75 700 0 7 1820 00 L3 C67B L 3 S1 B 67B 22 25 DN 00 L3 14 S1 00 C67 26

C61A

C49A L3

8 L3

C37 S6

L3 S3

+145.10

70 130 0 70 0

L3 B 1 95 70 0

10 B2 B2

16 B2 S1

(* 95 )L3B 0 x 65 75 0

24 00

C15

L3B278

119.9 8°

C26 L3

L3B9

C67C

69 00

B7 0 5 50

24 00

62 00

CR L3B2 A N 62 KE D

0 70

38 B2 50 L3 X 9 0 70

C37A

32 50

+145.10 S1

28 30

01 B2 L3 S1

(* 90 )L3B 0 x 53 75 0

L3 8

31 B2

08 B2 L3 S5

L 70 3B 2 0 x 22 75 0

L 70 3B 2 0 x 30 75 0

22 85

C66

70 0

C26A S3

700

L3S1 60

C60

(* 90 )L3B 0 x 42 75 0

B2 L3

C15A L3

80 0

23 4

203

L3 B 1 88 69 5

94 B1 L3

L3 (* 90 )L3B 0 x 31 75 0

(* 95 )L3B 0 x 15 75 0

7600

L3B

L3 B 1 80 80 0

87 B1 78 50

00 B2 L3

99 15 S3

95 35

( *) 90 L3B 0 x 21 75 3 0

L3B1

73 L3B1

79 B1 L3 L3

93 B1 L3

B2 B3

C-6

C83

L3B7 S1

L3S1 59

366 5

C65

C48

32 50

L3B9

L3S1 46

C70

14 00

C14

C-11

C25

27 65

79.06°

67 70

C36 S5

L 70 3B 2 0 x 46 75 0

B2 L3

0 70

70 0

50 50

14 05

B5 L3 55 77

36 00

C14A

76 00

20 L3

L3 L3

07 L3

06 S1

L3 L3

C13 L3

B2 S3

36 00

71 L3B1

70 L3B1

86 S7

14 00

98 B1 L3

B1 89 ( *) 90 L3B 0 x 19 75 6 0

0 70

C59

91 B1

B1 L3

C47

20 65

32 10

C24 S3

29 15

C35

L3 B1 B1

L3B1

L3B161 250 x 750

2100

68 0

L3B1

B1 6 L3

78 B1 L3

L3S1 45

B1 S5

1 L3

C94

L3S1 75

58 80

2 L3B16

42 53

67 B1

85 84

C-G

Q1-AB

700

L3B1 01

C82

L3S1 44

90 L3 L3

L3 L3

69 00

B1 76

C-5

7600

C93

L3B8

C-F

L3S1 74

L3S1 43

C58 L3 S9

L3 S7

C-3 700

C81

2875 L3S1 42

77 B1 L3 L3

L3S11

83 82

B4 L3 35

12 05

L3B8

L3 S5

32 40

65 00

(SCALE= 1 : 200 )

LG3 FRAMING PLAN

C13A

C-10

L 3 B6

59 0

L3 B 54 1 5 9 95

B1 L3

70 0

72 00

L3B154 250 x 750

41 B1 L3

80 0

C80

C64

C-E

7600

L3B1 00

L3S1 73

2° 88.4

2585 L 3 S1 41

L3S11

9 C92

700

C46

B1 S3

70 0

4300

9 L3

C12 L3 S9

C-9

700

L3B9

L3B71

59 95

C23 S2

29 90

83 00

L3B68 250 x 750

B1 L3

C-8

L3S138A

L3 S5

8 L3

L3B70

L3S140

1400

L3S139

6A S9

47 B1

C-D

5050

L3S1 72

C80A

VOID

L3 L3

9695 L3

75 25

27 60

( *) 90 L3B 0 x 17 75 4 0

17 0 L3 S

135 450 2800 250 400 2200

A 47 B1 L3

C12A

72 00

L3SS1 L3B154A 300 X 750

L3B60 250 2150 400 250 x 750 L3 S1 14 L3 S1 15 L3 S9 6 70 L3 0 S9 W2 7A

12 00

3900

C34

75 B1

240/240/240

3 C91

L 3 B8

C56 L3S113

55 B1 L3

L3B9

L3S138

L3B69

+145.60

95 0

C-1

129

330 0

L3B L3B

40 B1 L3 L3 51 B1 B1

44 40

C11 L3

137

650 1400 600

9 S5

700

169 L3S

128 34

46 B1

27 65 C33

C45

C-B

5295

7 C90

2 L3

2 C-M

850

L3B9

L3B1

120 L3B

L3B

L3S

70 0

39 L3

+145.60

+145.10

0 70

C-6

VOID

C89

136

L3 61 B49 85

C-K

4750

L3S1 71

48 B1 L3

B3 15 78

Q1-B5

L3 B1 L3 1 S6

65 00

C22

B1 S5

70 0

34 65

6A L3

44 00

83 00

44 B1 L3

43 B1 L3

0 70

Q1-B4

61 25

L3B

B1 27 B1

L3 L3

50 B2

36 B1

700

30 L3

S4 L3

16 15

B1 S4

45 66

B1 L3

B2 70

L3 76 00

122

119 L3B

118

L3 14

72 00

C-5

C10

70 0

C-3

33 L3

20 65

C55 L3

S2 L3

6 17 3S

0 70

65 00

42 00

C32

70 0

C-2

36 00

L3S

VO B1

65 05

C21 L3

B1 0 L3 x 9 0 0 0708 170

72 00

00 62

135

L L3 3B 6 S9 1 5

L3 S4

10 20 0

L3B

26 B1 L3

L3B

HX10

0.6

16.1

WATER TANK L3B

C79 267 5

C43

C20

301 0

15 00

78 00

C31

85 0

22 00

C-G

1 C88

86 00

L3 17 B1

= + L3B 14 2 5 5 .5 0

ALOL3B1 NG 12 RAM P

C42 12 00

L3 B3

11 L3 L3 B 39 116 45

70 0

L3S

L3B

T.L .

133

C78 301 0 L3S 134

C54

ALOL3B1 NG 18A RAM P

C19 69

B1 L3

L3B

L3S

83 325 0

A LO L3B 1 NG 13 RAM RA P MP UP L 3 ALO B11 1:7 NG 9A RAM P

C30

L3B

71 50 60

AL L4B ON 11 G 4 RA MP

13 10

2 CL3B10 0 90 700 x

A L L 4B ON 10 G 9 RA MP

32 75

AL L3B 1 ON 16 G A RA MP

C18 L3

15 00 38 5 AL L4B 0 ON 10 G 3 RA MP

15 1 00 80 70 0

40 00

AL L3 ON B1 G 10 RA MP

69 00

C1A

C29 35 80 L3 B3 5

71 00 AL L3B ON 10 G 4 RA MP

Q1-BA

C-L

C41

L3B

L3B L3S

C87

2° 81.2

15 00

86 00

1° 75.1

C-K

L3S

340 0

132

140 0

76.80°

11 40 0

166 .00 °

C-J

L3S

C53

496 0 ALOL3B1 NG 06 RAM P

86 00

750

C-G

Q1-BF

133

L3B

L2 S

462 0

A LO NG RAM P

113

A A LON GR AM P

L2B

132

700

120

220 0 700 C A LO L3B 1 NG 08 RAM P

365 0

150 0

L2 S

C77

710 0 A LO L3B 1 NG 07 RAM P

860 0 C-H

C-H

580 0

C95

862 5

C-B

C-C

C-B

C-J

300mm THK. ON-GRADE SLAB PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

C-3

LOAD INTENSITY:

C-3

602 0

PROPOSED BEARING WALL/ HANGER WALL BELOW

C-1

C-A

7360

C-2

700 0

PROPOSED BEARING WALL/ HANGER WALL ABOVE

C-M

4300

PROPOSED COLUMN/WALL ABOVE

C-A 

1550

C-1

Q1-A9

C-1

L3B1

1TC

PROPOSED COLUMN/WALL BELOW

Q1-A8

1TC

Q1-A6

1TC

Q1-A5

C-L

14 00

C-13

C-M

CHK

BD REF NO.: 3/2023/20

595 0

602 0

700

C-3

532 0

C97

1.2

0.6

5.0

240/240/240

PLANT/ PUMP/ FAN/ GENSET ROOM/ VRV OUTDOOR UNITS/ FLUSHING WATER TANK ROOM

1.2

0.6

7.5

240/240/240

DRIVEWAY (CLASS 6D)

1.2

46.6

240/240/240

700

42A

240/240/240

WATER TANK

16.1

0.6

HX10

240/240/240

C26

2 54

4760

3 B2 5

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

C-13

4700 3675

7800 86 00 70 0

CHK

79 00

86 00

DESCRIPTION

C-G

SIGNATURE OF AP/RSE/RGE

 

PROJECT

86 00

70 0

As indicated

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

33 00

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

69 00

70 0

72 00

DATE

C-H

C-K

DRG. TITLE

LG2 FRAMING PLAN

DRG. NO.

FR-PO-03

ARCHITECT

40 00

C-12

1250 2100

700 70 0 78 95

58 L2B2

70 0

(SCALE= 1 : 200 )

REVISION

GOVERNMENT APPROVAL

56 2B 2

C38

70 0

LG2 FRAMING PLAN

3535

700 1935 700

257

L2B

A 56 B2

73 30

32 50

4240

L2B2

C-J

C-11

1280 5

45 L2B2

36 B2 L2

L2S1 51 L2B2 44

2 55

70 0

C-10

700

46 150m m TH B.W. K ABO . VE

L2B2

220 L2B

A B2 27

C-E L2

CL 2

+148.70

(SCALE= 1 : 500 )

C-D

C-F

49 L2

C67B

67.04°

67 70

50 50

4650

L2B2 21 L2B2 L2B2

29A

L2 S 1

250 L2B

LG2 LOADING KEY PLAN C-C

55 95

CL2B8

72 00

865

21A

2130

2830

B2 L2

34 55 4 71.13°

C50

C-M

C-13

Q1-AJ

B2 L2 33 90

15 80

CL 2

L4B2

34 B2 L2 41 B2 L2

C-12

Q1-AH

86 00

38 10

L2B S3

700 930 700

15 7 C61 0 CL 2 2B 900 66

C-K

Q1-AG

86 00

C-10

70 0

99 0

C-J

C-9 Q1-AF

70 0

Q1-AD

C67C

C-H

C-B

L2B7

C-G

5 C-8

Q1-AB

79 00

B2 1A

42 33

+148.70

C37

L2S1

L2 35 B2

L2 B6

80.27°

L2B7

10 00

17 5 L2 0 1 B4 50 2A 0

9 S6

3 C49 045

C67A

27 26

22 85 C37A

L2 B3

75.58°

+148.70

25 B2 L2

27 65 2

B2 06

+150.75 CL2B 7

C-F

L2B2

18 B2

61.08°

16 B2

3435 4030

L2 L2

L2 3

49A

L2S1 49 L2S1 4

L2B7

L2 S1

L2S1 61

58 80

L2 17 B2

L2S1

5 5

C-6

C83 C L2B9 1

C71

C66

L2 B5

C-5

C94

11 S1

70 0

10 B2

C-E

700

L2S1 75

C61A

C-3

B2 L2 L2

L2 B2

04 S1

C-D

1 4

C100

L2B1 01

1400

04 L2B2 203

28 L2 B 20 1 95 L2 70 B2 0 02

L2B

L2 B 1 88 70 0

L2 S1

62 00

C-9

79 00

CL 2

7 2B CL

45A

74A

04A

L2S1

L2B2

535

L2B1

L2 B 1 80

B1 94 78 55 B2

L2 2

L2B

C60

B2 7

L2B7

L2 B6

L2B7

C93

C70

32 5

12 00

C65

L2 S8

L2 S5

L2 6

B L2

7600 L2S17

C15A

70 0

C-B

L2B101A

700

L2S1 46

L2 80 0

B1 L2 B2

24 1

31 B1

C48

B2 S3

1400

72 L2B1 73 L2B1

80 0

87 B1

L2 B3

79 B1

36 00 1 C36

B2 L2

80.56°

0.6

L2B9

L2S1 45

12 00

L2 L2

L2 86 B1 99

15 B2

B2 L2

C26A

30.6

C-M

995

32 10

C59

L2 S5

C14

C49A

B2 L2

L2 06

C14A

65 00

L2B1 70 L2B1

78 B1 L2 92 L2

B2 L2

+149.20

B2 L2

L2S1 44 29 15

73 50

83.04°

+148.70

240/240/240

C82

L2 S1

B2 B1

2 05

L2 L2

5.0

850

2 L2B16 L2B161 250 x 750

68 L2B1

16 L2 B

60 0

67 B1 L2 85 B1

C25 S3

0.6

L2S1 74

L2B8

C47

3 L2

B1 L2

42.5

L2B100A L2B1 00

2830

71A

L2B1

42 L2B1 0

L2B153

59 B1 55 00

77 B1 98

5 L2

B1 L2

L2S11

C13 L2

36 00

L2 L2

C81

32 40 0

B1 2

L2 3

2165 L2S1 43

70A L2S 1

80 0

B1 S3

2875 L2S1 42

L2B1

798 5

29A L2B 1 700

17 0

260 0

41 B1 L2

70 0

L2B152

B1 L2

C92

C64

L2 B4

L2S1 73

L2B8

C24 L2

C13A

83 00

7600

C80 2585 L 2 S1 41

90 82 S1

70 0

C-8

20 65 C35

70 0

76 00

L2 74 B1

72 00

+148.70

B1 L2

C-6

L2 S

700

135 L2B147

76 40

0 L2

L2 L2

L2S1

21A L2B 1 69A L2S 1

L2B

792 5

L2B

C12

C12A 65 00

Q1-B5

250 2800 450

58 B1

83 00

L2B9

14 00

L2 L2

C-5

84 64 B1 L2

12 00

56 B1

C23

CL 2

Q1-B4

48 B1

L2 L2

29 90

65 L2

LANDSCAPE (2.0M SOIL) TRANSFORMER ROOM, MAIN SWITCH ROOM

C-1

C91

L2S140 L2B70

L2S11

C46

27 60 C34

B1 S2

43 B1 S5 L2

59 95

L2B9

C58

10 00

70 0

VOID

700

L 2 B6

B1 L2

C11

76 00

240/240/240

700

L2B71

L2S11

L2 95 0

57 12

C22

400 2200

B1 15

L2S97

44 40 L2 B3 9

5050

L2S1 39

L2S138A

70 0

9695

700

L2S1 72

1400 C80A

VOID

VOID L2S95A

1.2

5295

W1 W1

+149.20 C33 L2

L2B68 250 x 750

L2S113

L 2 B8

4500 L2B69

2 L2

S4 L2 L2

L2S1 71

L 2 B8

L2SS1 L2B68A 300 X 750

C45

B1 S4

129

120

40 B1 L2

L2B9

L2B60 4300 250 x 750 250 2150 400 L2S114 2725 925 L2S115 L2B61

2 1

C-K

850

L2S138

DRIVEWAY (CLASS 6A)

)

C90

137

B1 45

C-G

4750

+149.20

27 65

L2S

C567 00

75 15

+149.20

61 25

169

L2B

128

L2B 700

39 B1

700

C89

L2B

L2S95

16 15

W LO

70 0

72 00

L2S

119 L2B 34 B1 L2 3150 70 0

500 2700

50 L2

2100

ALOL2B11 NG 3A RA MP

119

33 B1

27 65

B1 L2

37 B1

L2B

A 18 B1

26 38

L2 S3

370 2750

2 L2 765 B3 8

L2 B2

C32 S4

+148.70

65 00

42 00

C10

70 0

5 L2

L2 30 B1 L2

72 00

L2 S6

EP PIPEC AR ATE AP DS UB MIS SIO N

1400 650

B1 L2

C43

36 00 7

10 35 0

79 00

C21

C9 70 0

32 62

25 B1 00

L2 S4

A B1

L2 12

C20 L2

+148.70

36 00

L2B

337 5

C55

8A L2

2 14

12 00

B1 L2

L2 30 25

22 00 C31

L2 B1

A 17

70 0

L2 L2

B1 L2 CL2B102

C1A

20 00

15 00

B1 L2

70 0

C19

118 L2B

73 00

38 50

60 00

80 0

L2 S9

(UN DE RS

C79 7 L2S 700 00 135 L2S 136

301 0

L2B

22 00

80 0

C18

C30

38 35

301 0

70 0

15 00

85 0

ALO L2B1 NG 19 RA MP

L ALO 2B11 NG 3 RA MP

ALO L2B1 NG 07 RA MP

46 134 20

C-B

C99

C88

L2 900 B 95 x 75 0 84

700

L2S

710

RAM P 1 : 7 :DN

L2B

C78

C54

85 0

11 B1

12 00

78 5 17 0

04 B1

C-L

700

C42 L2

L2 580 S133 0

ON L2B4 G 6 RA MP

69 00

71 00

132

2 ALO L2B57 550 NG RA MP

C87

AL O L 2 B 8 3 NG RA MP

70 0

166 .24 °

05 B1 L2

C29

850

L2S

15 00

AL O L 2 B NG 94 RA MP

340 0

L2S

C41 AL

71 50

11 40 0

86 00

L2S

ALO L2B11 NG 2 RA MP ALO L2B1 1 NG 8 RA MP

Q1-BF

Q1-BA

40 00

LOBBY, WALKWAY, TOILET AND INDOOR ROOM

C-J

C98

C77

C53

ALOL2B10 NG 6 RA MP

86 00

150 0

C-G

C-J

C-3

F.R.P. (MINS)

494 0

L2B162A

C-H

710 0

860 0

150 0

C-C

C95

L ALO3B120 NG A RA MP

700105 5 140 0

365 0

C-B

ALOL2B1 NG 08 RA MP

24.5kN/m3)

220 0

PROPOSED MASS CONC. FILL (DENSITY =

C-2

L.L. (kN/m2)

700

300mm THK. ON-GRADE SLAB

C-1

SERVICES (kN/m2)

69 0

552 0

867 5

PROPOSED BEARING WALL/ HANGER WALL BELOW

FINISH (kN/m2)

L2B2

C96

LEGEND

700

PROPOSED STRUCTURE FLOOR LEVEL

USAGE

C-2

700 0

700

C-3

LOAD INTENSITY:

PROPOSED COLUMN/WALL ABOVE

PROPOSED BEARING WALL/ HANGER WALL ABOVE

C-M

C-A

7360

251

PROPOSED COLUMN/WALL BELOW AND ABOVE

C-K

4300

C-1

C-A 

1550

C-1

Q1-A9

1TC

7050

PROPOSED COLUMN/WALL BELOW

Q1-A8

L2B154 250 x 750

1TC

Q1-A6

1TC

Q1-A5

L2B

Q1-A3

CL2B 2

LEGENDS:

C-L

C-M

MATCH LINE H1-5 H1-1

H1-2

H1-3

4700

H1-11

H1-4

5000

H1-6

1150

H1-7

3850

4950

H1-8

H1-9

2425

H1-10

4950

5000

H1-12

3850

H1-13

5000

H1-14

BD REF NO.: 3/2023/20 LEGENDS:

5000

1TC

1150

1TC 1TC

Q1-A3

Q1-A5

Q1-A6

Q1-A8

Q1-A9

H1-A

4300 225 1700 925 750 1800

500

1250 2100

600

L1 B2

4240

7800

C61A S1

70 0

3 L1

79 00

REVISION

86 00

DATE

C-10

CHK

79 00

8300

CL 1

70 0

86 00

C37A 9 32

15 85 L1B231 70 0

70 0

8300 6350

C-10A

C-G

C-12A

SIGNATURE OF AP/RSE/RGE

 

C-13A

8300

PROJECT

86 00

C-J

LG1 FRAMING PLAN (SCALE= 1 : 200 )

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

50 50

1 : 200

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

C-H

DRG. TYPE

72 00

22 85

C-9A

C-9

DESCRIPTION

GOVERNMENT APPROVAL

70 0

C49A

C-F L1

+152.30

40 55

30 00

4700 3675

70 0

C-E L1

27 65

4650

1165

1095 600 605 5650

4460 700 3535

700

W BELO B.W

3350

36 B2

27 S1

MATCH LINE C-D

24 L1

B2 70 0

C-C

1 FR-PO-S-01

C-B Q1-AH

Q1-AJ

C67A L1

L1 L1

Q1-AF Q1-AG

58 70

18 23

L1 0 L1

Q1-AD

79 00

C48

*L1B 2 1000 21A x 750

3405

4 +152.30

C60

B2 2

DN +150.75

70 0

B2 L1

CL1B 7

Q1-AB

86 00

83 00

1700

500

+152.30

L1B2

+152.80

2090

DN 49

36A

L1B2

L1B2 1000 21 x 750

L1B2 1200 04A x 750

L1S1 49

C66

B2 4

03 S1

ON-GRADE SLAB

60 L1S1

CL1B 78

L1 B6

C83A

59 S1

L1 S1

C94

L1S1 75

+152.30 7 C71

WATER CONDUIT (UNDER SEPARATED SUBMISSION)

PC4 PC4A

700

L1S1

L1 S8

B2 15

2330

1 74 A

(*)LB 1 1200 204 x 750 1225 700 900 1400

203 L1B

L1 B 28 1 95 20 L1 7 B2 02 00

L1 B 1 88 70 0

7595 L1B1 01

C100

75A

C-8A C-8

350 300 500

750 500 5350 500 4300 3000 600

L1 L1

5745 C-7

L1 B 1 80

94 B1 01

L1 9

27 L1 65 B4 2

CL 1

C25

L1B7

73 L1B1

7 B1 700 87

L1 S7

+152.80

6000 C-5A

12 00

L1 B2 L1 0

L1S1

C83

L1B7

C70 L1

600

86 00

L 1S

72 L1B1

L1B1

L1 90 0

B1 92

33 65 C36

26 65

87.57°

70 0

18 55

79 00

98 B1 L1

C59

B1 91 97

CL 1

C93

4775

L1B101A

700

L1S1 46

C65

+152.30 835

01 L1

38 35 L1 B4 1

76 00

L1B1

PIPE CAP (UNDER SEPARATED SUBMISSION)

PC5 PC5A

L1B9

L1S1 45

1310 25 600 600 600

5435

PC3

C93A

32 10

+152.80

80 0

L1B152 L1B1

86 B1

L1 S7

L1S1 44

C47

4 S5

600

C82

29 15

C64

72 50

00 L1

L1B230

C-4

5350

2 L1B16 69

L1B161 250 x 750

L1B1

400 2200

L1B153

L1 10 L1B 1 00 78 x7 50

32 40

L1B8

L1S1 43

12 00

L1 L1

L1 S7

L1S1 74

C81

C58

1° 40.1

L1S11

C24 L1

B1 2 L1

14 00

2875 415

ON-GRADE SLAB

PC2

L1B100A 7605 L1B1 00

L1B1

42A 42 L1B1 700 2800

L1B154 250 x 750

300 2100 95

2585 L1B71

B1 1

72 00

L1 B

12 L1B 1 00 59 x7 50 10 L1B 1 00 77 x7 50 S5

5600

C-6

L1B1

L1 S 00 10

66 B1 L1

70 0

61 25

Q1-B5

L1S115

300mm THK. ON-GRADE SLAB

VOID

500 1650

A L1 B 1 35

17 0

L1B12 135 L1B 70 0 00

L1S1 42

L1S11

20 65 C35

B1 S3

CL 1

+152.30

L1B8

L 1 S1

L1S116

CL 1

C80

UP 9

80 0

L1 9

150 2500 2150

121

L1B

798 5 L1B 129 A

700 260 0

40 B1 L1B147

L1S13

700

C92

L1S1 73

A 121 L1B

65 L1

83 00

C23

5045 L1B9 9

L1B70

VOID

L1B L1S140 87

8235

PC1

700 C91

L1S1 72

C80A

C46

2 L1

C-5

72 00

Q1-B4

26 90

1 S5

600 5295 L1B9 8

L1S138A

62 95

B1 S2

30 60 C34

FR-PO-S-01

C-3

43 35 L1 B3 9

S2 L1

CL 1

80 5

+152.80

80 0

CL 1

C-2

169

51 B1

L1B69

C45

850 C90

1400

L1B61A

12 L1B 1 00 58 x7 50

27 6 B3 5 8

B1 L1

12 L1B 1 00 57 x7 50

DN 12

42 00

700

128 L1B

L1 46 B1 L1

VOID

54m3 SPRINKLER WATER TANK (H1)

H1-L

4750 L1B9 7

L1B68 250 x 750

L1S97

C22 L1

VOID

28 70

CL 1

LO W

72 00

C79A

L1 B 68 49 4 L1 S7 0 2

700

4500

L1B60 250 x 750 L1S114250 6900 L1B61

C33

3 CL 230 1B 15 1 6 00 0

CL 1 BE

H1-K

L1S138

L1 B 1 L1S 2 44 6

L1S95

1 37

L1B141 L1S113A C56 L1S113

14 60

72 95

8 L1

37 B1 CL 1 B. W

A 119

76 50

1 33

500 2100

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

95E

H1-J

L1S

3400

350 225 350 2200 1100 1100 2200 750

PROPOSED SCREEN WALL (UNDER SEPARATED SUBMISSION)

L1S1 71

70 0

370

22 60

51 00 0 S2

L1 00

L1B 34

10 00

C21

85 14

41 05 C32

CL1 B

H1-H

L 1 B8

6501400

+152.80

136

1 33

945

C89

L1S

70 0

26 B1

32 S2 L1

L1S

73 50 12 L1B 1 00 38 x7 50

B1 L1 00 12

B1 CL 1

700

27 B1

C43

25 B1

65 05

135

L1 S9

C99

263 5

L1B

C55

C79

14 00

95D

100 0

C31 360 0 L1 B3 7

120

120 L2B

15 05

22 00

00 62

C-1

L1B

A 15

S2 L1

24 B1

L1 12

12 00

2 14 B1

L1 95

CL 1

22 00

C20

CL 1

20 00 L1 B3 6

502 0

C88

700

17 16

B1 L1

70 0

23 05

B1 4

12 00

38 35

12 00

C19

B1 L1

34 55 C30

81 0

313 0

12 L1B 1 00 39 x7 50

15 00

B1 L1

CL 1

L1 L1

119 L1B

118 L1B

10 B1 L1

11 65 15 00

C18

L1 78 50

34 00

71 00

L1B

85 0

05 B1

L1S

700

VOID

532 0

C54

C42

C29 L1

119 L2B

166 .25 ° 71 50

49 90 36 10

Q1-BA

L1B

134

L1B

PROPOSED STRUCTURE FLOOR LEVEL

PROPOSED BEARING WALL/ HANGER WALL BELOW 500 750

C98

L1S

792 5

113 106

416 5

L2B

580 0

C41

L1B

L1S

316 0

C87

700

850

L1 L1

132

C78

L2S 133

L2B

C53

286 0

L1S

113 L2B

107 L2B

149 5

21 90 C-J

C-K

L2B 83 580 0

L2S 132

C-G

Q1-BF

64 10

710 0

860 0

850

L1B

L2B

L1S

700

B A

133

H1-F

H1-G

L1B162A

C-H

L2B

113

108

395 0 150 0

C77

L1B

132

H1-E

95C

532 0

H1-D

C-3

L1S RAM 133 700 PD D N1 :7 L1S 13 3

325 0

L1S

700

L1S

C-C

C95 340 0

365 0

FR-PO-S-02

H1-C

DER WAT 602 0 SEP ER C C96 O AR AT E NDUI L1B 700 9 5B DS T U BM L1S IS S 133 5950 C97 A IO N ) L1B L1S

700

L2B

108

552 0

867 5 140 0

C-B

C-2

PROPOSED COLUMN/WALL ABOVE

PROPOSED BEARING WALL/ HANGER WALL ABOVE

7360

(UN

133

4300

600 3150 550 2250

700 0

C-A

1550

PROPOSED COLUMN/WALL BELOW AND ABOVE

7050

H1-B

3150

C-1

600



PROPOSED COLUMN/WALL BELOW

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

LG1 FRAMING PLAN

DRG. NO.

FR-PO-04

ARCHITECT

C-K C-11

MATCH LINE

BD REF NO.: 3/2023/20 H1-12

H1-14

H1-2

H2-2

H2-1

H1-4

H1-7

H1-14

H2-2

H1-9

H2-4

50 00

H2-3

50 00

H2-4

50 00

H2-5

VOID

2 H2-8

99 0

C-K

H2-12

28 00

VOID

H2-13

C-L

22 00

VOID

H2-M

C-B

Q2-A1

Q2-CA

22 40

60 0

50 0 11 50 50 0

Q2-A9 C-G

C-4 C-6

58 00

Q2-C3

C-7 C-8

Q2-C4

40 75

C-H

Q2-BG

Q2-AH Q2-BA

C-J

C-9

17 30

Q2-AG

Q2-AE Q2-AB

C-10

61 20

Q2-B1

C-9A

Q2-C5

H2-G

H2-J

Q2-B3

Q2-A6

C-5 Q2-C2

H2-E

41 00

18 00

30 00

12 00

23 00 12 50

(UN DE WA R S TE EP R C AR AT OND ON ED UIT -GR SU AD BM ES IS S LA DN IO N B )

VOID

C-F

61 05

H2-C

H2-D

Q2-GG

C-E

H2-A

H2-F

C-2

Q2-C1

H2-B

60 0 22 00

54m WA m 3 S P TE R T RINK AN L K ( ER H2 )

LA B

31 50

11 30 30 0

50 250 0 50 0

31 50

Q2-B5

Q2-A3

C-1

60 0

-GR AD

VOID

21 50 600 19 00

Q2-C6

52 40

31 50

21 00

Q2-C4 H2-F

65 50

VOID

Q2-C2

C-D

42 75

50 0 25 00 00 19 00 5 13 00

21 00

25 0 50 900 0 50 16 0 50

H2-11

35 20

50 0

30 00

H2-B

VOID

35 110 0 0 22 5

50 245 05 00

)

4 C-J

50 01 90 0 22 00 350 11 225 00 11 350 00 22 00 PR 19 O 00 (UN POS 50 E D 0 SU ER D S BM SE CR ISS PA EE N R ION AT ED WALL )

VOID

49 0

38 55

I ON

H1-L

C-G

H2-10

48 50

I SS

C-H

H2-9

50 0

VOID

7 H2-7

50 00

EP PI PE AR AT CAP ED SU

H2-13

H1-F

C-B

49 50

H2-9

H2-6

24 25

H1-B

C-2

C-A

49 50

(UN

H2-6

C-1

C-K

Q2-C6

C-12

H2-H

C-L

H2-K

LG1 LOADING KEY PLAN

H2-M H2-L

27 50

(SCALE= 1 : 500 )

50 0

H2-N

LOAD INTENSITY:

690 0 857

0 475

700

00 60 7

300 5 102 575 0 0 160 100 500

5 583

Q2-CB

28 00

50 00 2

VOID

17 790 05

16 600 00 805

PROPOSED BEARING WALL/ HANGER WALL BELOW

240/240/240

1.2

0.6

7.5

240/240/240

Q2-CC

Q2-CD

DRIVEWAY (CLASS 6D)

1.2

46.6

240/240/240

DRIVEWAY (CLASS 6A)

1.2

240/240/240

LANDSCAPE (2.0M SOIL)

42.5

0.6

5.0

240/240/240

TRANSFORMER ROOM, MAIN SWITCH ROOM

30.6

0.6

240/240/240

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

16.1

0.6

HX10

240/240/240

616 0

Q2-A10

240 0

145 950 0

Q2-BG

 

280 0

FR-PO-S-02

280 0

PROJECT

0 755

100 0

Q2-BC Q2-BD

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

5.0

SIGNATURE OF AP/RSE/RGE

Q2-BF

(SCALE= 1 : 200 )

0.6

Q2-B1

Q2-BE

LG1 FRAMING PLAN 2

1.2

Q2-B2

300mm THK. ON-GRADE SLAB PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

PLANT/ PUMP/ FAN/ GENSET ROOM/ VRV OUTDOOR UNITS/ FLUSHING WATER TANK ROOM

Q2-B3 A LL EN W CRE D ED S TE POS EPARA O R P ER S ) (UND ISSION M SUB

Q2-A9 PROPOSED BEARING WALL/ HANGER WALL ABOVE

LOBBY, WALKWAY, TOILET AND INDOOR ROOM

WATER TANK

PROPOSED COLUMN/WALL ABOVE PROPOSED STRUCTURE FLOOR LEVEL

F.R.P. (MINS)

Q2-GG Q2-CF

580 0

Q2-B4

00 001

0 385

21 250

0 100

0 352

Q2-A8

L.L. (kN/m2)

5 484



PROPOSED COLUMN/WALL BELOW AND ABOVE

600

1TC

Q2-A7 PROPOSED COLUMN/WALL BELOW

21 250

0 250

1TC

5 388

1TC

10 13 50 50 24 00

612 5

0 525

0 615

835 1515

Q2-A6

SERVICES (kN/m2)

Q2-B5

L DE S

800

600

0 622

Q2-A5

FINISH (kN/m2)

Q2-CE

Q2-A4

LEGENDS:

0 680

0 285

GR A ON-

VOID

LEGEND

Q2-CA

500

0 285

0 198

Q2-A3

28 00

5 215

600

5 647

0 230 500

Q2-A2

500

USAGE

580 0

MATCH LINE

16 800

5 308

10 00

Q2-A1

800

0 344

Q2-BA

Q2-AH

5 367 Q2-AG

0 470

Q2-BB 400 2 0 280 Q2-AE 0 0 8 Q2-AD 0 2 100 Q2-AC Q2-AB

Q2-AF

As indicated

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

LG1 FRAMING PLAN 2

DRG. NO.

FR-PO-05

ARCHITECT

Q2-AA

P:\jobs\N6549\Submit\BIM\Working\Revit\Stru\GENERAL\N6549_overall.rvt

BD REF NO.: 3/2023/20

MATCH LINE P15

6° 7.0 10

C83A

GB331 500 X 750

GB330 500 X 750 GS166

GB328 500 X 750

GB325 500 X 750

GB330 500 X 750 GB329 500 X 750

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

G 50 0 B 335 X7 50

GB324 500 X 750

GB327 500 X 750

70 0

GS 1 42 00 G 50 0 B 210 X7 50

G 60 0 B 78 X7 50

GS96

PC16

60 0

Q1-AD

60 0

G 60 0 B 79 X7 50

GS 9 ( 40

G 60 0 B 50 X7 50

54 00

Q1-AF

G 60 0 B 193 X7 50

PC12 GB 48 PC14 600 X 750 GB 600 600 49 X 75 0

5400

GS 9 ( 40

G 60 0 B 192 3 7 X 75 20 0

Q1-AB

PC17 GB19 600 X 1 750

(400)

70 0

PC15

60 0

GB47 600 X 750

GB190 600 X 750

(400)

PC18 60 0

4700

Q1-AG

C-B

4240 C-C

Q1-AJ

7800

DN 27

300mm THK. ON-GRADE SLAB

MATCH LINE

1 FR-PO-S-01

C-D

PROPOSED BEARING WALL/ HANGER WALL BELOW

H2TPC2

150.50 °

Q1-AH 53

76 50

12 00 CG B

GS95

70 0

56 .7 5 .L . = /1 2T

GB 17

1 GB

GB321 500 X 750

600

GB20 500 X 9A 750

PROPOSED STRUCTURE FLOOR LEVEL

H2PC17A500

H1TPC9

GB77 PC13 600 X 750

28 20

GB 16

GS150

705 3200 500 5450

5400

GB 1

CG B

C65 50

GB329 500 X 750

1300

600

GB242 500 X 750

H2TPC1

70 5

T GB1 /1 5 .L .= 7 3 6 .4 1 5 6 0 .7 5

85 00

GB 16

900 500 5001650 1300

700 500 1000

PROPOSED COLUMN/WALL ABOVE

PROPOSED BEARING WALL/ HANGER WALL ABOVE H1PC33 700

25mm EXPANSION JOINT

GB189 600 X 750

GB188 600 X 750

PC10

600

C94

GB75 600 X 750 GS94 (400) GB46 600 X 750

PROPOSED COLUMN/WALL BELOW AND ABOVE

GS122

GB209 500 X 750 H1TPC8

GB76 600 X 750

PC11

PC8

GB208 500 X 750

GB207 H1TPC7 500 X 750 H1TPC6

GB74 600 X 750 GS93 (400) GB45 600 X 750

5400

1TC

PROPOSED COLUMN/WALL BELOW

(250)

+156.80

4650

5650

GB1 600 84 GB18 700 X 750 5 1600 700 600 X 75 0

GS63

(400)

GB17 5 700900 1400

GB41

1TC



GB257 500 X 750

GS121

3675

CGB 32

GB322 500 X 750

GB319 500 X 750 GB317 500 X 750

GB316 500 X 750

GS112

H1PC6A

PC9

PC6 GB44 600 X 750 25mm EXPANSION JOINT 600

(275)

H1PC17C

H1PC17B

GS120

1250 2100

600

GB186A 600 X 750

(400)

GB186 600 X 750

GS91

(400)

PC4

(400)

(275)

GB241 500 X 750

H1PC17A

WATER CONDUIT (UNDER SEPARATED SUBMISSION)

GS92

GS185A

GS149

GB240 500 X 750

GS119

GB18 3

+155.95

GB323 500 X 750

GB320 500 X 750

GS181 GB206 500 X 750

PC7

1TC

GS185

GB275 500 X 750

GB256 500 X 750

GS148

GB239 500 X 750

H1PC13

GS112A

3175

GB318 500 X 750

GB314 500 X 750

GB310A 350 x 750

GB312 500 X 750

GB222 500 X 750

H1TPC5 H1TPC5A

GB187 600 X 750

PC5 PC5A

PC4A GS74

GB17 6

GS73 GB162 600 X 750

C59

56 .7 5

GS76

GB177 600 X 750

(400) (400)

GS75

GS91

GB163 GB164 600 X 750 600 X 750

(400)

A 52 GS

.L . = /1

GB 16

GB43

GB33 600 X 750

GB 1

GB150

88 05

9 GB 15

GB313 500 X 750

1225

5400 GB73 600 X 750

600

GS184

(275) GB274 500 X 750

GB255 500 X 750

H1PC22 GS147

H1PC17

18 GB

20 25 28

76 50

CG B

12 00

GB 17

56 .7 5

70 0

9 70 0

17 GB

REVISION CG B

DATE

DESCRIPTION

CHK

C-E 12

GOVERNMENT APPROVAL

16 00 70 0

27 65

C24 79 00

8300

83 00

8300

5600

C-G

C-12A

5745

C-5A

72 00

6350

6000

C-4

Q1-B5

C-7

83 00

 

C-13A

8300

PROJECT

C-8A C-8

SIGNATURE OF AP/RSE/RGE

C-9A

DRG. TYPE

C-9

G/F FRAMING PLAN

72 00

C-10

C-J

(SCALE= 1 : 200 )

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 800mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

50 50

1 : 200

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

C-H

86 00

C-6

C-10A

86 00

C-5

13 45 70 0 89

61 25

70 0

Q1-B4

C-F

CGB6

34 85

86 00

72 00

86 00

2 FR-PO-S-01

70 0

42 00

GB 1

86 00

GB 16

79 00

GB254 500 X 750

GS118

GB312 500 X 750

GS145

GB305 350 x 750

GB204 500 X 750

550

525

(275) GB273 500 X 750

LEGENDS:

.L . = /1

GB 16 6 .7

GB156 T.L.=156.40 1600 x 800

GB151

GS42

GB142

16 GB1 00 54 x1 00 0

GB149

0 35

C47 GS

C35

+156.40

70 0

.=/

+155.95 C23

GB145A

700

T .L

GB238 500 X 750

H1PC13C

GS111B

5505 0 465

5 476

25 46GS183

76 A GB2 750 00 X

79 00 GB 15 7

9 GS

PC2

C93A

C70

72 50

76 00 GS 26

+156.75

GB 38

GB65 600 X 750

C93

GS62

GS146

H1PC13B H1PC13A GS111 GS111A

GB205 500 X 750

700

H1PC17D

GB221 500 X 750

3500

7340 GB72 600 X 750

PC3

GB42

GB253 500 X 750

H1TPC4

600

GB64 600 X 750

225

GS116A

GB304A 350 x 750 GB309 350 x 750 GB308 500 X 750 GS116A

GB299 500 X 750 GS109

VOID

GB310 500 X 750

700

GB203 500 X 750

+156.40

400

GB272 500 X 750

50 0

P13

P14

H1PC30 H1PC31 H1PC32 H1PC29 500 3500 700 4300 700 4300 700 4300 GS163 GS164 GS165

GS162

H1PC21

GS110

GB304 500 X 750

H1TPC3

1000

H1PC12B

GB205A 500 X 750

GB252 500 X 750

GS110A

GB220 500 X 750

H1PC12A

GB294 500 X 750

(250)

VOID

GB301 350 x 750

GB300 500 X 750

4950

H1PC12 GS107

GB306 500 X 750

GB302 500 X 750 GB301 500 X 750

GS116

GB271 500 X 750

H1PC28 500 6275

GB236 GB237 300 X 750 300 X 750 1100 1100 2100 350 225 350 2100 GS117 UP GB309A 350 x 750

GS109A

500 3100

H1PC16A GS115

GB219 500 X 750

0 56.4 .75/1 156 0 .L.= 0 61 T 200x8 1 B 1 G GS60 GS61

+156.75

GB 17

6 .7

(250) 150mm THK. B.W. ABOVE

C58

GB 775 15 0 8

GB 14

C34

+156.75

GB 16

/1 5

70 0

56 .4 0

C64

2120

10 00

GB149A T.L.=156.75 10 00

8 T GB .L.=1 56 15 .7 5 3

.= 1

GB144

(225) 4700

GB19 GB 16 T.L.=156.625/156.75 T.L GS36A .= 1 GS C45 56 37 .6 2 5 /1 63 5 00 GS24A 6.7 5 GS 22 A C46 GS 8 12 24 0 0 5

T .L

GS47

GS46

14 00

GB40 1400x8 00 GS59

GB29

16 GB1 00 55 x1 00 0

400 2100100

GB143

GB140

GS36

GB 13

GB135 CRANKED T.L.=156.75/156.625

GS56

GB141

GB 1

GS42B

GB 15

(400)

GB35 GS58

GB21

GS91

156.4

GB14 5

GB1 10 00 2 2 x800

7335

35 FIL 0mm GB L IN T 4 G HK. CO NC .M AS

2100

GB139 250 x 750

C22

49 00

C22A

GB 12

80 0

GS72C92

700

GB34

T .L G B .= 1 1 4 8 56 A .6 2 C33 5

+156.75

4300

GS45

1200

GB 15 GS22 8 00

700

GS57

VOID

GS44

VOID

GB 14

T.L.=

GB12 9

792 0

GB 11

700

21 GS 13

70 15 0 00 12 00

12 GB1 00 37 x1 00 0

GB121 T.L.=156.625

GS 74 GB 7A 95 9

DN GB

250

GB22 300 X 750

RAMP UP

GS 21

28 30

72 00

C91 G B63

GB315 500 X 750

GB270 500 X 750

GS182

5000

74 A GB2 750 0X P12 50

73 A GB2 750 X 50 0

GB272A P10 500 X 750 P11

GB311 500 X 750

500 4400

GB297 500 X 750

GB218 500 X 75 0

H1PC20 GS144

GB235 300 X 750

900

1000

GS114

4200 700

GB234 500 X 750

H1PC16

4750

GB269 500 X 750

5000

1150

GB271A 500 X 750

H1-14 GB275A 0 75

H1-13

3850

H1-10

5000

GS180

GB298 500 X 750

GB293 500 X 750 1000 3005 500

GB 50 0 28 9 X7 50

GB292 500 X 750 7200

GB233 500 X 750

8240 GB71 600 X 750

PC1

4950 GB270A 500 X 750

GS179

GB251 500 X 750

H1PC19 GS143

CGB294A 500 X 750

3010

GB1 1000 23 x800

GB290 500 X 750

GB286 500 X 750

150 2500 2150

GB146

GB 50 0 28 8 X7 50

844 0 GB 5 00 28 5A X7 50

GB 50 0 28 7 X7 50 500

GB1 1000 24 x800 GB13 0

17 798 5

GB 1 700

705 GB116 260 0

GB70 600 X 750

2425

GB 10

GS C21A GB

GS44A

(225)

6900

GS42A

400

GS55

GB28 GS43

GS35

GS 20

80 0

C56

370 7001440

.6 2

.=1 GB1 5 6 20 .4 0 /1 5 6

11 5 65 FILL 0mm 00 IN G THK C21 CO . NC .M 27 70 AS 70 0 S 14 00 22 76 75 00

GS54

GS34

C44

GS 19

GB 13

C32

GB 13

600

82.50°

+157.55 GB

125

G 5 T.L 14 B1 . =1 0 0 X 2 6 5 6 80 .4 0 0 320 1180 /1 5 T .L G 6.6300 700 .=1 B1 25 5 6 33 .4 0 /1 5 6 .6 25

.6 2 T .L

GS 70 0

GB 65 8 05 GS

GS 18

14 GB1 00 25 x1 00 0

14 GB1 00 12 x1 00 0

C20 35 00

GB GS

12 00

+156.625

C31

C20A

C43 15 00

GS 17

C42 .6 2 5

T .L

.=1 GB1 5 6 13 .4 0 /1 5 6

( 22

GB 13

1 GB 11 0

GB 10

G T.L B10 . =1 2 C 56 RA .40 NK /1 5 E D 6 .6 25

85 0

.L 1 2 .= 1 5 00 6. x 8 40 0 0 /1 5 6

GB 11

70 0

GS 5)

4190

CG B1

GB 10

5 GB 10

GB 98

GS (* 90 )GB 0 x 10 95 1 0

95 GB

( 22

3T 120 .L.=1 0x8 56.4 00 0

GB 10

GB 97

96 GB

12 00 G B7 GS 250 A 3A 0

GB250 500 X 750

H1PC18

82.50°

( *) 90 GB1 0 x 01 95 A 0

5350

CG B 10

GB 10

GB 11

GB 91

566 5

GB 90 70 0 166 .00 °

H1 PW 3

71 45 15 00 21 12 85 00 27 45

78 95 ( 85 *)GB 0x 89 12 00

30 38

C19

H1PC1

H1-9

H1PC25 H1PC26 H1PC27 500 3400 500 4250 500 6150 GS159 GS160 GS161

H1TPC2 GB202 500 X 750

.7 5

H1-K

(250) GB201 500 X 750

GS8 8 (40 0)

GB268 500 X 750

H1PC11 GS106

( 85 *)GB 0x 88 12 00

70 0

48 95

80 0

15 00

49 90 36 10

( 40

C30

34 95

C-3

G 100 B 60 0x 8 00

(250) GB217 500 X 750

.L .

GB 60 00

( *) GB 1

12 00

C-2

GS8 7

(40

C88

H1PC10

H1-J

(40 0) GS GS89 80 255 C78 (40 0 (400) 0) 700 GS G GS H1-L B 37 C89 65 81 3 010 (40 GS90 GB61 GB (40 ° 0) 850 GS 0) 69 .94 66 (400) GS 72 231 C79 82 0 (40 700 0) 580 C90 GS 7 (4 C53 0 0 00) 67 GB 0 GB62 3 8 4 (40 750 GB 0) 23 700 850 GS 68 5 2 9 C54 5 GS70 502 (40 GS71 GS 0 0) 29 +156.40 GS6 (400) GB (40 150mm THK.1 (400) 9 0) GS 24 0 +156.40 GS 1400 31 (400 B.W. ABOVE 00 30 GB39 T.L.=156.40 ) (40 C55 (40 C41 0) 0) GB24B GB24A T.L.=156.40 C56A T.L.=156.75 C80A DN GB103A T.L.=156.40

H1-H

GS113

GS178

GS142

H1PC15

H1PC14

4950 GB269A 500 X 750

° .14 64

( 40

(225)

( 40

29 25

C-1

700

GS 79

GB6 8

GS141

GB232 500 X 750

C99

462 0

0° 50.0

+155.95

34 15

H1-F

H1-G

C98 700

GS8 6

(40

C87G B 59

GS 78 (40

)

GB267 500 X 750

3850 GB268A 500 X 750

H1-8

H1-12

3 GB

( 40

69 0

33 80

H1-E

° .51 74

C29

C18

85 0

532 0

H1-D

C-3

350

Q1-BA

CG B 94

GB 93 (40

GB 99

150 0

860 0

21 90 64 10

Q1-BF

C-J

C-K

B 67

C97 GS 8 700 4 (40 0) GS8 5 (40 0)

67.70°

GB 3 340 6 0 GS 64 (40 0)

710 0

C-G

58 GB

GS 77

C77

H1-C

DER W AT 602 SEP ER C 0 O AR GB 6 ATE NDUI 6 DS T UBM ISS IO N 595 G

140 0

GB 92

395 5

365 0

C95

C-2

GB266 H1PC24 5900 500 X 750 500

GB291 500 X 750

C-B

C-C

C-H

GS 8 (40

4300

(UN

C96 700

551 5

867 5

705

C-A

1550

H1PC23

1635 1000

7050 700 0

H1-B 7360

550

H1-A

C-1

FR-PO-S-02

Q1-A9

GB 50 0 28 6A X7 50

Q1-A8

349 0 GB 5 0 0 28 4A X7 50

Q1-A6

600 3150 550 2250 3150 600

Q1-A5

CGB217A 500 X 750

Q1-A3

1150

GB267A 500 X 750

H1-7

GB307 500 X 750

5000

GB296 500 X 750

5000 GS176 GB266A P4 500 X 750 P5 .

H1-6

GB295 500 X 750

4700

H1-4

GB303 500 X 750

H1-3

4095 700 GS108

H1-2

GS177

H1-1

H1-11

GB326 500 X 750

H1-5

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

G/F FRAMING PLAN

DRG. NO.

FR-PO-06

ARCHITECT

C-K C-11

GB257 500 X 750

( 27 5) H2PC17 G 50 0 B 277 X7 50 GS 168

GS167 GB258 500 X 750

50 00 GB

P18

452 0

50 0 2 78A X7 50

500

GS 1

G 50 0 B 337 X7 50

H1PC33 700

451 5

50 00 P19

500

GS 1 ( 27

49 50

GB 50 0 2 79A X7 50

P20

476 5 500

GS 1

GB 50 0 2 80A X7 50 P21

320 0

+156.80

H2PC18G 50 0 B 278 X7 50 GS 169

H2-6

500

VOID

H2-6

24 25 GB 50 0 2 80B X7 50 P22

320 0

H2-7

49 50 GB 5 0 0 2 81A X7 50

H2-8

C-H

H1-L

C-G

G 7 0 0 B 363 x7 50

G 50 0 B 378 X7 50

G 700 B 372 x7 50

G 10 0 B 371 0x 750

G 50 0 B 381 X7 50 00

H2-F

VOID

H2-M

C-B

G 500 B386 X7 50

Q2-CA

Q2-B5 Q2-A3 Q2-GG VOID

C-E

Q2-A6

Q2-B3

C-F Q2-A9 C-G

Q2-B1

C-H

Q2-BG

Q2-AH

C-9A

Q2-BA C-J

Q2-AG

Q2-AE Q2-AB

C-K C-L

G 50 0 B 465 X7 50

GB 4 4 9 50 0 X 64A 50 750

G 50 0 B 464 X7 50

200 B.W mm T . AB HK. OV GB E 50 0 461 X1 2 00

(SCALE= 1 : 500 )

LOAD INTENSITY:

10 00

28 00

612 5

10 13 50 50 24 00

28 00

155 0

LEGEND

FINISH (kN/m2)

SERVICES (kN/m2)

L.L. (kN/m2)

F.R.P. (MINS)

LOBBY, WALKWAY, TOILET AND INDOOR ROOM

1.2

0.6

5.0

240/240/240

PLANT/ PUMP/ FAN/ GENSET ROOM/ VRV OUTDOOR UNITS/ FLUSHING WATER TANK ROOM

1.2

0.6

7.5

240/240/240

DRIVEWAY (CLASS 6D)

1.2

46.6

240/240/240

DRIVEWAY (CLASS 6A)

1.2

240/240/240

LANDSCAPE (2.0M SOIL)

42.5

0.6

5.0

240/240/240

TRANSFORMER ROOM, MAIN SWITCH ROOM

30.6

0.6

240/240/240

DATE

DESCRIPTION

CHK

WATER TANK

16.1

0.6

HX10

240/240/240

100 0

580 0

GB4 5 0 0 4 7A X 75 0

480 0 GB4 5 00 47 X 75 0

REVISION

GOVERNMENT APPROVAL

616 0

275

5 484

GB4 5 00 4 6A X 75 0

0 486

0 250

512 5 GB 5 00 446 X 75 0

600

GB 5 00 441 X 75 0

GB 5 00 433 X 75 0

26 GB4 750 X 500

23 A GB4 750 X 60 0

5 388

0 570

GB 5 00 442 X 75 0

100 0

34 GB4 50 X7 500

GB4 5 00 4 8A X 75 0

800

564 0 GB 5 00 448 X 75 0

0 GS2

43 GB4 50 X7 500

5 8A GB43 0 X 75 500

GB4 5 00 4 9B X 75 0

)

468 GB 5 5 00 449 X 75 0

45 0 GB 750 X 5 00

0 GS2

(300

44 GB4 50 X7 500

8 39 GB4 50 GS20 X7 300

0 GS2

VOID

23 GB4 50 X7 60 0

600

32 GB4 0 X 75 500 27 GB4 750 X 500

580 0

1 GS2

38 GB4 50 X7 300

VOID

0 625 28 GB4 50 X7 500

24 GB4 50 X7 60 0

USAGE

50 0

80 0

G/F LOADING KEY PLAN

GS 229 (2 7 5)

G 50 0 B 462 X1 2 00

G 50 0 B 457 X1 2 00 60 00

GS 2

2 VOID

(2 7

80 0

G 50 0 B 463 X7 50

G 50 0 B 458 X1 2 00 22 00 80 250 05 00

G 50 0 B 460 X7 50

(2 7

GS 2

G 50 0 B 454 X7 50 GB 4

56 500 CRAN 10 X7 KE 50 D 00 42 25

G 50 0 B 452 X7 50

Q2-A1

G 50 0 B 459 X1 2 00

G 50 0 B 455 X7 50

31 50

G 50 0 B 453 X7 50

0 19 00

21 50

C-D

31 50

G 50 0 B 385 X7 50

60 0

G 50 0 B 383 X7 50

23 00 12 50

48 00

50 0

G 50 0 B 382 X 60750

GS 1

G 60 0 B 199 X7 50 GS 104 (4 0 0) G 60 0 B 200 X7 50 GB 60 0 200A X7 50

500

(4 0

60 0 22 00

48 45

50 0

41 00

G 50 0 B 384 X7 50

41 00

80 0

G 50 0 B 375 X7 50

80 0

GS 1

G 50 0 B 380 X7 50

29A

GS 1

150

Q2-C6

60 0

50 06 80 0

G 50 0 B 376 X7 50

G 50 0 B 368 X7 50

18A

G 50 0 B 374 X7 50

G 60 0 B 198 X7 50

5 446

51 A GB4 750 X 500

P RAM

350

1 GS2

555

25 GB4 750 X 60 0

29 GB4 750 X 500

29 A GB4 750 X 500 3095 500 17 A GS2

51 GB4 50 X7 500 60 15 GS2 ) (300 45 A GB4 400 1 500 X

37 GB4 750 X 500

19 GS2 40 GB4 50 X7 300 18 GS2 29 B GB4 750 X 500

45 GB4 750 X 500

1255

60 0

500

G 60 0 B 197 X7 50 39 80

G 60 0 B 196 X7 50 35 00 60 0

G 50 0 B 377 X7 50

GB 50 0 370A X7 50

150

G 50 0 B 370 X7 50

42 70 G 30 0 B 365 X7 50

GS 1

67 500 CRAN X7 KE 50 D GS 2

G 60 0 B 194 X7 50

CG 50 0 B 366 X7 50

150

GB 3

27A

GS 1

CG 50 0 B 36 X7 0 50

GB 50 0 369A X7 50

G 50 0 B 369 X7 50

GS 1

G 350 B 359 x7 50

G 350 B 364 x7 50

G 350 B 358 x7 50

G 50 0 B 361 X7 50

GS 1

G 50 0 B 351 X7 50

GS 1

26A

G 50 0 B 349 X7 50

G 50 0 B 350 X7 50

G 30 0 B 355 X7 50

50 0

G 50 0 B 352 X7 50

G 700 B 362 x7 50

10 00

G 900 B 356 x7 50

G 50 0 B 353 X7 50

G 50 0 B 346 X7 50 32 85 13 00

G 50 0 B 345 X7 50 37 10 50 0

38 50

G 50 0 B 344 X7 50

67 05

25A

GS 1

16 50

CG 50 0 B 343 X7 50

G 60 0 B 195 X7 50

50 0 21 50

G 50 0 B 341 X7 50

G 50 0 B 340 X7 50

G 50 0 B 336 X7 50

GB329 500 X 750

G 50 0 B 339 X7 50

60 0

G 60 0 B 193 X7 50

G 60 0 B 192 3 7 X 75 20 0 60 0

Q2-C4

650

675 5 353 83B GB2 750 X 50 0

K RAN 30 C GB4 00X750 5

0 654

0 615

835 1515

240 0

145 950 0

SIGNATURE OF AP/RSE/RGE

Q2-BG

 

280 0

FR-PO-S-02

280 0

PROJECT

0 755

100 0

Q2-BC Q2-BD

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 800mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

Q2-C2

Q2-A10

Q2-BF

(SCALE= 1 : 200 )

H2-B

Q2-B1

Q2-BE

G/F FRAMING PLAN 2

VOID

° .09 52

0 305

31 GB4 50 X7 500

600

0 622

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

VOID

H2-10

0 285

0 198

300mm THK. ON-GRADE SLAB

600

5 647

PROPOSED BEARING WALL/ HANGER WALL BELOW

VOID

800

0 475

MATCH LINE

H2-13

H1-F

0 389 83A GB2 750 X 50 0

G 50 0 B 335 X7 50

GS150

H2PC17B G 50 0 B 259 X7 50 GS 152

5 H2-9

C-B

H2-5

84 GB2 750 X 500

GB19 600 X 1 750

H2-2

H2-4

650 5 270 82B GB2 750 X 50 0 0° 6.1 13

GB327 500 X 750

GS151

H1-14

H1-9

H1-B

C-2

C-A

00 89 H2-9 500 0 C-J P23 GB2 ( 27 5) 500 82A 396 49 H2PC19 X7 GS 0 0 GB 5 0 1 90 P24 50 0 279 35 500 H2-11 2 X7 ( 27 0 302 50 5) GB241 GB242 C-K G 0 99 GS 50 0 B 260 500 X 750 500 X 750 500 0 H2-12 GS 191 H2PC20 X7 170 28 50 GB G 00 ( 2 5 B 8 75) H1PC17C H2PC17A 00 H2-13 GS 50 0 243 10 0 280 00 153 2 C-L 0 X7 H2PC19B 22 x7 P25 GS 50 00 50 45 G 192 GS GS122 VOID GS121 0 50 B26 171 6 0X 1 GS 0 ( 27 H2PC18A 87 133 G 5 5 5 7 2 ) 50 (250) 50 50 0 B 244 H2PC21 GS 0 GB X7 193 GS H2PC15 2 G 5 5 GB 0 172 S1 0 0 81 45 G ( 27 GS 80 54 50 0 223 X7 5) 50 0 B 262 GS 00 193 6 0 H2PC19A 50 X7 GS 134 G X7 50 194 ( 27 A 35 GB 50 0 B 245 50 50 P26 5) 00 282 0 GS X7 GS H2PC22 ( 27 C 1 5 173 5) 55 H2PC15B 0 500 RAN GB 4 2 K 2 X9 75 20 3 G 50 0 24 0 0 ED 0 0 50 GS196 50 0 B 246 X7 GB209 G GB20 70 2 GS GS 11 22 50 X7 0 9A 50 0 B 263 123 173 GS H2PC15A 00 5 500 X 500 X 750 50 G X7 (275) A 135 11 35 750 50 0 B 283 42 50 50 00 0 GB GB285 H2PC23 00 0 X 1 2 50 0 25 50 G 750 H1TPC9 22 0 X 750 H2PC22A P27 50 50 0 B 210 X G 2 0 GS 10 S1 0 750 70 X7 GS 74 0 124 0 GB 5240 H2TPC1 19 50 136 G 264 00 50 0 B 247 GS H2PC24 G VO 42 UPG GS 500 CRAN 195 0 X7 20 0 B 226 ID B2 156 GB 0 X75 KE 500 H2PC4B C-1 5 4 0 3 x D ( 27 7 2 A 50 50 0 11 75 0 0 5) 70 x 7 A 210 GS H2TPC2 GS X7 0 50 H2PW4 0 175 125 50 H2PC23A H2PC13A 5 GS VO C-2 47 1 57 ID 5 GB 0 (UN Q2-C1 H2-B H2PC4A GB 212 5 H2TPC3 G 0 GB77 B2 G 0X DE W A 65 H2PW5 S1 35 0 215C H2PW6 50 38 750 G H2-A 500 X 75 R S TE H2PC16 600 X 750 0 PC15 G GS x 75 50 0 B 248 0 RC E 20 0 B 229 126 0 X7 G P GS H2PW2 H2PC13 x 7 80 50 C-5 ON 60 0 B 78 AR 158 26 50 0 150.50 G A 2 X G D B 61 ° TE 5 S1 G 750 50 0 249 Q2-C2 GB H2TPC11A 05 39 D U IT 500 B213+156.80 X7 GB C-4 49 50 0 212A X7 5 GS96 2 PC17 SUB 4 0 35 0 14C 0 X7 50 H2-C 800 M C-6 50 +156.95 GS x 750 G IS H2-D (400) C-7 G 127 80 600 B79 SIO GS H2TPC4 0 50 0 B 230 97 4 N X7 G 92 S1 150 58 ) G X7 50 H2PC14 H2PC11 5 Q2-C3 40 ( 40 00 C-8 50 0 B 214 50 GB 0) GB 2 X H2-E 1 5 3 00 750 GS PC19 50 0 231 80 Q2-C5 X7 A 128 0 X 7 57 GB48 GS 50 G Q2PC34 P28 G 50 50 98 Q2-C4 PC14 600 X 60 0 B 80 H2TPC5 H2-F 42 40 50 0 B 420 10 750 C-9 GB 80 GB +156.95 ( 40 X7 63 75 00 X7 215 0) 75 50 5 600 49 G 0 1 50 50 B 0X X 75 50 0 214A 50 GB 0 PC16 750 17 0 231 DN X7 PC21 3 H2-G 5 H2PC12 P29 0 0 C-10 50 0X A 50 G GB GS 40 60 0 H2TPC6 G 60 0 B 50 750 45 99 0 50 0 421A Q2PC32 60 0 B 81 X7 G X7 ( 40 44 X7 50 61 50 0 B 216 Q2PC33 50 0) 80 150 50 GB 50 Q2-C6 20 54 0 X7 00 PC18 50 0 215A C-12 50 P30 G 50 X7 G PC23 B 0 50 50 0 B 417 GS H2-J G 50 0 421B 60 69 100 H2-H X 12 GB 60 0 B 51 0 X7 GS 00 H2TPC7 GB 8 G 6 0 5 2 X7 0 50 0 129 H2TPC10 0X 24 ( 40 50 0 B 421 50 50 0 216A Q2PC30 0 C 0) 750 X7 54 X7 PC20 P31 00 50 2 GS 50 H2-K 80 50 224 10 05 PC25 GB H2TPC8 GB 00 3 81 00 B ( 3 G G G 4 Q2PC31 8 50 0 422A 5 0 60 00) S1 25 0A 00 75 GB 60 0 B 52 X 0 01 1 X X 0 Q2PC27 8 G 6 0 X7 3 750 00 7 5 0 50 ( 40 50 50 0 B 418 X7 50 155 H2-M 0 0) 223 5 GB41 X 12 50 5 S 54 PC22 G 0 30 G 00 00 0X 5 H2-L 40 120 50 0 B 422 PC27 0 PW1 X7 5 50 GS G +156.875 Q2PC28 261 50 0 60 G 102 60 0 B 53 GS 0 800 60 0 B 84 Q2PC26 K ED GS 225 X7 Q2PC29 G N 25mm EXPANSION A ( 4 2 R X 50 00) 22 50 0 B 423 750 ( 40 H2-N GB414 C X750 54 PC24 JOINT X7 0) ( 40 00 G G 500 50 0) 50 0 B 419 50 0 B 416 X X 12 120 Q2PC25 G GS 60 0 60 0 B 54 102 20 B PC29 GS 00 0 GS2 X7 2 A 0 2 2 1 ( 40 6 2 50 GS2 Q2PC23 0) GS2 ( 27 Q2PC24 500 5) ) G +156.885 3 PC26 21 A 10 60 0 B 85 (400 11 A 1 GS2 GB GB4 400 GB4 750 GB4 50 X7 1265 416 +158.43 Q2PC21 Q2PC22 GB 1 7 X 5 X 5 X 0 0 0 60 0 55 0X A K. 50 500 500 54 10 m TH 750 X7 00 P32 GB4 400 PC29A GB Q2-A1 500 50 A 200m ABOVE 0 9 1 8 1 6 X 600 . 22 500 GS2 .W S X B G 495 750 PC28 60 5 11 5 04C GB4 00 4 08 GB4 750 PC31 B 4 GB 800 1 G Q2PC19 X 75 0 60 0 56 09 A 500 X 54 3 500 P UP D 500 X GB4 400 X7 00 Q2-CA GB4 RAM O +158.4 NKE P33 1 A X 50 0 R 0 50 4T 5 00 4B 07 C 75 0 .1 4 Q2PC16 8 B X 5 G 75 0 25 m +1 PC28A 60 500X 2100 0 Q2-A2 GB PC30A JO m EX 3 INT 6 5 Q2-CB A PW2 1 PA 7 00 15 GB4 NS 36 GS2 X7 GS2 53 PC32 ION GB4 50 50 5 0 0 0 4A 95 7 04 09 X 75 Q2-CC +158.14 500 X GB4 00 0 Q2PC17 PC30 GB4 750 4 1 0 X 10 6 06 150 500 UP DN 500 X 60 +158.49 500 GS21 GS2 GB4 50 0 Q2-B5 7 800 31 00 X 45 Q2PC15 5 403 A 0 Q2-CD 3 5 B 2 0 0 1 4 4 G 70 GB 50 GB 50 75 GS2 0 X 7 0 7 X 50 400 X 500 PC33 2 +158.49 B4 0 0 G Q2-A3 GB399 Q2-CE 11 X 75 GB3 GS2 500 500 X 750 Q2PC13 01 5 00 9 9A X 75 GB4 750 98 Q2PC14 0 GB3 50 X Q2-A4 07 P34 7 500 X GS2 Q2-GG GS2 Q2-CF 500 04 Q2-B4 06 Q2PC12 (225 GS2 ) 93 Q2PC10 GB 3 B 0 G 0 0 Q2PC09 5 00 39 4 GB4 50 X 75 X 75 500 X7 0 PC34 500 GS205 97 GB3 50 7 GB3 GS2 00 X 2 00 5 S 01 GB 5 00 9 4A Q2PC08 G 6 Q2PC11 3 9 X 75 GB GB3 50 500 X 90 0 95 GS2 7 P35 GB3 750 750 5 00 39 1 Q2-B3 02 0 X 50 0 X Q2-A6 5 X 75 0 33 Q2-A5 Q2PC05 500 S 205 A G 800 PC34A 5 Q2PC06 0 GB3 0 97 LEGENDS: 92 GS1 5 00 X 95A 75 0 ) Q2-A7 GB3 750 (250 GS1 1TC 98 PC35 500 X PROPOSED COLUMN/WALL BELOW GB3 +158.49 5 00 9 2A 87 X GB 1TC Q2PC07 GB3 50 P36 750 GS1 PROPOSED COLUMN/WALL BELOW AND ABOVE 5 00 38 8 99 X7 Q2-A8 X 75 Q2-B2 500 0 Q2PC02 1TC 800 PROPOSED COLUMN/WALL ABOVE GB Q2PC01 5 00 38 9 4 6 X Q2-A9 15 75 0 Q2PC03  PROPOSED STRUCTURE FLOOR LEVEL 800 GB3 625 5 00 8 9A 0 Q2PC04 X 75 PROPOSED BEARING WALL/ HANGER WALL ABOVE 0 P37 500 GS149

H1-7

C-1

G 9 0 0 B 357 x7 50

500

GB276 1000 x 750

GB275 500 X 750 H1PC32 700 4300

GS1 8 (27

H2-3

GB 500 2 77A X7 50

359 5

GB33 500 X 2 750

GB331 500 X 750

(275)

GB330 500 X 750

(275)

GB330 500 X 750

GB256 500 X 750

GS186

GS166

GS165

GS185A

(275)

H1-4

H2-4

50 00

P17

° 85.45

(275) GB274 500 X 750

GB328 500 X 750

GS184

500

GS185

GB329 500 X 750

550

H2-1

GB 50 0 2 7 6 C X7 50

P16

518 5

G 50 0 B 354 X7 50

550 5 0 465

H1-2

H2-2

G 50 0 B 347 X7 50

76 A GB2 750 00 X

H1-12

G 50 0 B 338 X7 50

50 0

P13

BD REF NO.: 3/2023/20

GB 500 2 76B X7 50

P15 P14

G 50 0 B 342 X7 50

MATCH LINE H1-14 GB275A 0 75

Q2-BA

Q2-AH

5 367 0 470

Q2-BB 400 2 0 280 Q2-AE 0 0 8 Q2-AD 0 2 100 Q2-AC Q2-AB

Q2-AG Q2-AF

As indicated

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

G/F FRAMING PLAN 2

DRG. NO.

FR-PO-07

ARCHITECT

Q2-AA

MATCH LINE H1-5 H1-1

H1-2

H1-3

4700

5000

H1-11

H1-4

5000

H1-6

1150

H1-7

3850

4950

H1-8

2425

H1-9

4950

H1-10

5000

H1-12

3850

H1-13

5000

H1-14

BD REF NO.: 3/2023/20 LEGENDS:

5000

1TC

1150

1TC 1TC

H1-C

867 5

H1-D

C-3

602 0

H1-E H1-G

H1-F

860 0

H1-K

4400 4250

155.54 °

5350

2600

2325

2600

2100 300

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

7695

H1-J

C-H

300mm THK. ON-GRADE SLAB 300 2100

150 2500 2150

365 0

C-C

H1-H

1100 400 350 2100 350 225 700 2100

TRANSFER PLATE

VOID

2100

VOID

TP-2 (2000 mm THK.) T.L. = +164.700 MASS CONC. FILL FROM +164.700 TO +165.300

DN 2550 500

3075 850 555 2095 300

150.50 °

H1-L

C-G

PROPOSED STRUCTURE FLOOR LEVEL

PROPOSED BEARING WALL/ HANGER WALL BELOW

C-B

FR-PO-S-02

PROPOSED COLUMN/WALL ABOVE

PROPOSED BEARING WALL/ HANGER WALL ABOVE

1125 300

C-2

700 0

PROPOSED COLUMN/WALL BELOW AND ABOVE

3375

4300

2750 300

C-A

1550

1075 350 225

7050

H1-B 7360



° .46 114

3950

H1-A

C-1

Q1-A9

900

Q1-A8

12755

Q1-A6

3150 600

Q1-A5

600 3150 550 2250

Q1-A3

PROPOSED COLUMN/WALL BELOW

21 90

52880

64 10

Q1-BF 36350

C-J

Q1-AB

2950

5575

4700

C-B Q1-AH

100.00°

0 00 30 16

45 57

Q1-C1

TRANSFER PLATE TP-1 (2000 mm THK.) T.L. = +162.050 MASS CONC. FILL FROM +162.050 TO +162.650

28 79 0

C-C

Q1-AJ

200 300 320 1255

7800

755 200 300

Q1-CA

50 37

Q1-AF Q1-AG

3675

55 30

900 1100 1600

1100 300 2100

VOID

1775

30 1 0 60 0 30 0

2000

1025 1600 575 1000 500

37 50

12 44 0

Q1-AD

4240

1350

0 0 20 40 0 80

40 20 0 0 80 0

Q1-BA

1250 2100

6850

14 37 5

36 10

13509008509001350

0° 140.0

3080

C-K

4650

3830

49 90

.00° 130

MATCH LINE

1 FR-PO-S-01

27 27 0

C-D

72 00

42 00

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

86 00

C-E

2 FR-PO-S-01

72 00 86 00

C-F

8300

C-5

61 25

8300

83 00

5600

C-G

C-12A

5745

C-5A

72 00

6350

6000

C-4

Q1-B5 C-6

C-10A

C-7

83 00

 

C-13A

8300

PROJECT

C-8A C-8

SIGNATURE OF AP/RSE/RGE

86 00

Q1-B4

C-9A

DRG. TYPE

1/F FRAMING PLAN C-9

72 00

C-10

C-J

(SCALE= 1 : 200 )

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

50 50

1 : 200

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

C-H

86 00

C-3

86 00

C-2

REVISION 13 96 0

53 45

C-1

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

1/F FRAMING PLAN

DRG. NO.

FR-PO-08

ARCHITECT

C-K C-11

MATCH LINE

H1-12 H1-2

H2-2

H2-1

H1-4

H1-7

H1-14

H2-4

50 00

H2-6

H2-3 H1-B C-A

50 00

H2-4

50 00

H2-9

1 4

H1-F

C-B

H2-5

49 50

VOID

H2-13 VOID

H2-6

H2-8

C-H

49 0

VO ID

99 0

C-K

H2-12

28 00

3 5

H2-11

35 20

H2-13

C-L

22 00

3 4

H2-M

C-B

Q2-C6

5 3

Q2-A1

VOID

C-D

C-E

60 0

VOID

60 0 22 00 31 50 60 0

Q2-C2

Q2-B1

C-4 C-6

58 00

H2-E

C-7 C-8

Q2-C3

C-H

Q2-BG

Q2-C4

40 75

Q2-BA

C-9

17 30

H2-G

Q2-AE Q2-AB

C-10

61 20

Q2-C6

C-12

12 81 5

H2-K

1/F LOADING KEY PLAN (SCALE= 1 : 500 )

H2-L 0° 0.0 22

37 50

66 00

30 166 0 5 30 0

5 617

13 0.0 0°

28 00

VOID

1.2

0.5

3.0

60/60/60

2.0

0.5

4.0

60/60/60

1.2

0.5

7.5

60/60/60

4.9

0.5

2.5

60/60/60

238 50

580 0

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

Q2-B3

0 250

616 0 5 484

SIGNATURE OF AP/RSE/RGE

Q2-A10

240 0

145 950 0

Q2-BG

 

280 0

FR-PO-S-02

280 0

PROJECT

0 755

100 0

Q2-BC Q2-BD

NOTES: 1. ALL BEAMS TO BE 700mm(B) X 750mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLABS TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

60/60/60

LOBBY/ CORRIDOR / STAIR

Q2-B1

Q2-BF

(SCALE= 1 : 200 )

2.0

Q2-GG Q2-CF

134 70

Q2-BE

1/F FRAMING PLAN 2

0.5

Q2-B2

300mm THK. ON-GRADE SLAB PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

1.2

FLAT ROOF

FINISH (kPa) SERVICE (kPa)

140.00°

Q2-A9

PROPOSED BEARING WALL/ HANGER WALL BELOW

F.R.P. (MINS)

BALCONY / AC PLATFORM E&M /REFUSE ROOM

LEGEND

580 0

375 0

5 388 0 348

PROPOSED COLUMN/WALL ABOVE

PROPOSED BEARING WALL/ HANGER WALL ABOVE

10 13 50 50 24 00

630 5

0 295

3001530

Q2-B4

835 1515

Q2-A8

Q2-CD

L.L. (kPa)

RESIDENTIAL

Q2-CE

0 364

0 622 Q2-A7

Q2-CC

Q2-B5

612 5

0 110 0 0 49 191

0 279

90 326

0 198

LAT RP

0 162 310

0 681

0 991

E HK.) NSF mT 0m 0 TRA (200 65.39 L TP-3 = +1 FIL 90 T.L. CONC. +165.9 S O MAS 5.390 T 16 M+

FRO

5 647 Q2-A6

PROPOSED COLUMN/WALL BELOW

PROPOSED STRUCTURE FLOOR LEVEL

660 0

Q2-CA Q2-CB

Q2-A5

PROPOSED COLUMN/WALL BELOW AND ABOVE

10 00

0 475

DN Q2-A2

USAGE

28 00

Q2-A1

LOAD INTENSITY:

5 446

0 308

130.00°

53 05

LEGENDS:

Q2-AG

H2-H

5 398

Q2-A4

Q2-AH

C-9A

Q2-C5

H2-F

41 00 23 00 12 50 21 50 600 19 00

61 05

H2-C

23 85 0

H2-N

Q2-A3

Q2-B3

5 3 Q2-A9

H2-M

MATCH LINE

Q2-GG

C-F C-5

H2-J

5 1

H2-A

H2-D

Q2-B5

Q2-A6

C-2 Q2-C1

H2-B

31 50

C-1

Q2-CA

1 Q2-A3 VOID



H2-F

VOID

Q2-C4

1 VOID

Q2-C2

( PL T.L 2000 AT FR MA . = + mm E OM SS T 1 +16 CO 64.70 HK.) 4.7 NC. 0 00 TO FILL + 16 5.3 00

1TC

VO ID

H2-B C-J

TR AN SF TP ER -2

1TC

H2-10

H2-9

50 00

H1-L

C-G

H2-7

49 50

24 25

1TC

BD REF NO.: 3/2023/20

H2-2

H1-9

H1-14

Q2-BA

Q2-AH

5 367 Q2-AG

0 470

Q2-BB 400 2 0 280 Q2-AE 800 2 Q2-AD 0 100 Q2-AC Q2-AB

Q2-AF

As indicated

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR DATE THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

OCT 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

1/F FRAMING PLAN 2

DRG. NO.

FR-PO-09

ARCHITECT

Q2-AA

BD REF NO.: 3/2023/20

3D VIEW SECTION

FOR INFORMATION ONLY

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

DRG. TYPE

SUPERSTRUCTURE WORKS APPROVED TY DRG. TITLE

STUDENT HOSTEL 3D VIEW MODELING

DRG. NO.

FR-SH1-3D-01

ARCHITECT

3D VIEW

BD REF NO.: 3/2023/20

H1-2

H1-3

H1-4

H1-6

H1-7

H1-8

H1-9

H1-10

H1-12

H1-13

42325 5000

5000

4950 150

150 150

2200

SB1

5000

C1/W1

PROPOSED COLUMN/WALL BELOW

C1/W1

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED COLUMN/WALL ABOVE

150



PROPOSED STRUCTURE FLOOR LEVEL

SB2

PROPOSED BEARING WALL/ HANGER WALL ABOVE

H1TB3 SB2 (350X650) 850 550

150

SB2

SB1

150

2100

300

SB1

SB2

SB1

SB2

SB1

1550 150

SB1

3000

150

SB2

SB1

150 1100 150

6250

SB1

SB2

SB1

SB2

SB1 C1

SB2

H1W4 SB2

H1TB4 (350X650)

SB2

SB2 C1

3450

SB2

2550

6250

SB2

SB1

SB2

300

FLOOR LEVEL SCHEDULE: FLOOR TR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

LEVEL (mPD) +235.030 +230.130 +225.230 +222.000 +218.850 +215.700 +212.550 +209.400 +206.250 +203.100 +199.950 +196.800 +193.650 +190.500 +187.350 +184.200 +181.050 +177.900 +174.750 +171.600 +168.450

SB2

SB3

C1 C1 SB2 C1

150

150 150 150 275

7000

SB1

DETAIL 3

SB3 4300

150

SB1

H1-L

C1 SB1

2200

SB1

150

SB1

150

SB1

2500

SB1

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

150

2650

2975

SB3

SB1

2200

SB2

600

2200

SB2

H1TB2 (350X650)

SB2

SB2 2550

SB1

H1TB1 (350X650) 2100

SB1

300

SB1

SB2

SB2 C1

SB2

2300

SB2

C1 C1

150 150

SB2

H1C1

350 1100 200

H1W3

H1TS5

H1TB19 (200X500)

H1TB18 (400X500) H1TS4

H1TS2

H1W2

H1TB16 (250X500)

H1W1

H1TB14 (250X500)

SB1

SB2 SB1

H1TS7

H1TB6 (200X500)

SB2

2200

1825

SB1

SB2

H1TB9 (300X500)

VOID

SB2

VOID

H1TB5 (200X500) H1TS1

H1-H

H1-K

150 150

300

H1W7

2100

SB2

H1TS6

SB2

4250

SB2

SB1

SB2

2200

H1C3

H1TS11

DN 2100

SB1

SB2

H1TB17 (350X500)

H1TB12 (300X650)

4300

S.F.L.

H1TB8 (325X500)

2200

SB1 C1

SB1 H1W9

H1TB11 (300X650)

H1TB7 (250X500)

SB1

SB2

SB1

SB2

SB2 C1

150 150

3375

SB1

H1TS9

DETAIL 2A

SB1

2200

H1W8

H1TB10 (300X650)

300

DETAIL 1B

150 150

SB2

2200

SB2

2100

H1TB22 (300X650) 525 700

SB1

2600

H1TB20 (200X500)

SB1

350

2325 400 1100 225 700 350

H1W6

H1TB15 (200X500)

SB1

H1TB13 (300X650)

H1C2

1100

SB1

SB2 C1

SB2

SB1 C1

SB1

SB2

SB1

SB2

C1 SB2

SB1

SB2

DETAIL 1A

H1TB21 (250X500)

2200

SB2

3750

SB2

SB1

SB2

2600

SB2

2100

H1TS10

SB2

300

SB2

SB1

SB2

150 150

SB2

2200

SB2

150

SB2

SB1

SB2

SB1

SB2

150

2200

SB2

150 150

SB2

2200

SB2

150 150

SB2

2200

SB2

SB1

150 150

SB2

3150 600

20450

2200

H1W5

5350

150

SB2 2200

SB2

150 150

DETAIL 2B

FR-SH1-S-01

150

5150

SB2

2200

3450

SB1

150 150

150

2800

2200

SB1

2200

SB2

150

H1-F H1-G

SB1

2650

H1-C

H1-E

150 150

4800

PROPOSED BEARING WALL/ HANGER WALL BELOW 150

3750

150

H1-A

2200

LEGENDS:

2425

150

2 FR-SH1-S-01

STUDENT HOSTEL 1 FRAMING PLAN (2/F - 18/F) STEEL MEMBER SCHEDULE:

(SCALE= 1 : 100 )

(STUDENT HOSTEL 2 SIMILAR)

MARK SB1 SB2 SB3 C1 HBR1

NOTES : 1. ALL SLAB TO BE 150mm THICK, UNLESS OTHERWISE SPECIFIED. 2. B.W. TO BE 150mm THICK, UNLESS OTHERWISE SPECIFIED. 3. H.W. TO BE 150mm THICK, UNLESS OTHERWISE SPECIFIED. 4. ALL SLAB ON MIC MODEL TO BE 125mm THICK. 5. ALL STAIRCASE TO BE 150mm THICK.

H1-2

H1-3

H1-4

H1-6 H1-7 H1-8

H1-9

H1-10

H1-12

SECTION 80x80x8mm RHS 200x150x16mm RHS 100x100x10mm SHS 150x150x16mm THK. SHS 80x80x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H S355J2H

REVISION

H1-13

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

H1-A H1-C

H1-E

3 SIGNATURE OF AP/RSE/RGE

H1-F H1-G

1 VOID

 

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

H1-H LOAD INTENSITY:

H1-K

USAGE

LEGEND

FINISH (kPa) SERVICE (kPa)

L.L. (kPa)

F.R.P. (MINS)

DRG. TYPE

SUPERSTRUCTURE WORKS

H1-L

RESIDENTIAL

1.2

0.5

2.0

60/60/60

LOBBY/ CORRIDOR / STAIR

1.2

0.5

3.0

60/60/60

E&M

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

STUDENT HOSTEL 1 TYPICAL FRAMING PLAN (2/F - 18/F)

DRG. NO.

FR-SH1-02

ARCHITECT

1.2

0.5

7.5

60/60/60

STUDENT HOSTEL 1 LOADING KEY PLAN (2/F - 18/F) (SCALE= 1 : 200 )

BD REF NO.: 3/2023/20

H1-2

H1-3

H1-4

H1-6

H1-7

H1-8

H1-9

H1-10

H1-12

H1-13

42325 5000

5000

4950 150

2200

150 150

2200

SB1

5000

C1/W1

PROPOSED COLUMN/WALL BELOW

C1/W1

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED COLUMN/WALL ABOVE

150

PROPOSED STRUCTURE FLOOR LEVEL PROPOSED BEARING WALL/ HANGER WALL ABOVE

HBR 1

SB1

HBR 1

2650

1 HBR

SB1

2200

150 150

2200

150 150

150

2200

SB1

C1 150

2200

150 150

2200

150 150

2200

150 150

2200

SB1

150 150

2200

150 150

2200

SB1

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

150

SB1

150 150

R1 HB

2200

R1 HB

150 150

SB1

2200

HB R1

150 150

HB R1

2200

SB1

150

3750

150

C1 150

SB1 HBR 1

SB1

2500

H1-L 150

C1 150 150 150 275

7000

R1 HB

SB1

6250

SB1

3450

SB1

1 HB R C1

SB1

1550

2650

SB1 HBR 1

SB1

HB R1

SB1

150

SB1

3000

FLOOR TR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

150

SB1

R1 HB

SB1 C1

SB1 R1

150 1100 150

C1 HB

6250

R1 HB

SB1

HB R1

SB1

C1 SB1

SB1

R1 HB

SB1

HB R1

SB1 C1

SB1 HBR 1

150

HBR 1

SB1 SB1

HB R1

SB1

SB1 SB1

HBR 1

SB1

HB R1

SB1

HBR 1

SB1

SB1 C1

SB1

150

1 HBR

H1TB4 C1 (350X650)

HBR 1

SB1 C1

2200

R1 HB

SB1

H1C1

H1TB3 SB1 (350X650)

SB1

H1TB2 (350X650)

SB1

DETAIL 3

HB R1 SB1

4300

150

H1TB1 (350X650)

SB1

150

SB1

HBR 1

SB1

H1TB19 (200X500)

H1TB18 (400X500)

H1TB14 (250X500)

H1W3

SB1 HBR 1 C1

H1W2

H1TB16 (250X500)

H1W1

SB1

SB1 HB R1

SB1 SB1

SB1

SB1 HBR 1 SB1

1 HBR

SB1

HB R1

1 HBR

SB1 HBR 1

SB1

SB1 HB R1

SB1

HB R

SB1 C1

1 HBR

SB1

1 HBR

SB1

R1 HB

H1TB6 (200X500)

1825

R1 HB

R1 C1

R1 HB

SB1

H1TB (200X500)

SB1 C1

SB1

VOID

HB R1

VOID

SB1

H1TB9 (300X500) 2200

2100

SB1

2100

H1C3

H1TB22 (300X650)

H1W7

SB1

H1TB21 (250X500)

H1TB8 (325X500)

SB1

SB1 C1

H1TB12 (300X650)

H1W4

H1W9

SB1

H1TB20 (200X500)

2200

SB1

SB1 H1TB17 (350X500)

H1C2

H1TB13 (300X650)

SB1

H1TB7 (250X500)

SB1

H1TB11 (300X650)

DETAIL 2A SB1

H1W8

H1W6

R1 HB

H1W5

SB1

DETAIL 2B

H1TB15 (200X500)

SB1 C1

H1TB10 (300X650)

SB1

HB R1

SB1

HBR 1

HB R1

SB1

SB1 C1

SB1

R1 HB

C1 SB1

SB1 C1

SB1

SB1 SB1

SB1

HB R1

SB1 C1

SB1

R1 HB

C1 SB1

HB R1

DETAIL 1B

2300

SB1

5350

H1-K

C1 SB1

H1-H

SB1

R1 HB

SB1

DETAIL 1A

SB1

600

20450

C1 HB

SB1

R1 HB

SB1

R1 HB

HB R1

SB1

1 HB R

SB1

1 HB R

SB1

1 HB R

SB1

1 HB R

SB1

R1 HB

3150

HBR 1

SB1

HBR 1

SB1

3450 150

SB1

1 HBR

FLOOR LEVEL SCHEDULE: 1 HBR

1 HBR

2800

DETAIL 5

H1-F

FR-SH1-S-01

150

5150



H1-E

2200

4800

PROPOSED BEARING WALL/ HANGER WALL BELOW

H1-C

H1-G

2425

150 150

SB1

150

H1-A

2200

LEGENDS:

C1 150

2 FR-SH1-S-01

STUDENT HOSTEL 1 UPPER FRAMING PLAN (2/F - 18/F) (SCALE= 1 : 100 )

(STUDENT HOSTEL 2 SIMILAR) NOTES : 1. ALL SLAB TO BE 150mm THICK, UNLESS OTHERWISE SPECIFIED. 2. B.W. TO BE 150mm THICK, UNLESS OTHERWISE SPECIFIED. 3. H.W. TO BE 150mm THICK, UNLESS OTHERWISE SPECIFIED. 4. ALL SLAB ON MIC MODEL TO BE 125mm THICK. 5. ALL STAIRCASE TO BE 150mm THICK.

STEEL MEMBER SCHEDULE: MARK SB1 SB2 SB3 C1 HBR1

SECTION 80x80x8mm RHS 200x150x16mm RHS 100x100x10mm SHS 150x150x16mm THK. SHS 80x80x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H S355J2H

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

 

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

STUDENT HOSTEL 1 TYPICAL UPPER FRAMING PLAN (2/F - 18/F)

DRG. NO.

FR-SH1-03

ARCHITECT

BD REF NO.: 3/2023/20

H1-2

H1-3

H1-4

H1-6

H1-7

H1-8

H1-9

H1-10

H1-12

H1-13

42325

LEGENDS: 5000

5000

4950 150

150

H1-A

2200

150 150

SB1

2425 2200

4800

150

2200

5150

150 150

2200

5000

150

SB1

5000

C1/W1

PROPOSED COLUMN/WALL BELOW

C1/W1

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED COLUMN/WALL ABOVE

SB1

SB2 C1

SB2

300

SB2

SB1

2100

300

SB2 C1

SB2

C1 C1

SB3

SB1

1550 150

SB2 C1

2200

SB3 4300

SB1

150

150 150 150 275

7000

3000

150

SB2

SB2 SB1

SB3

2500

C1 150

SB1

2650

150 1100 150

SB1

4100

FLOOR TR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

150

SB1

SB2

SB1

SB2

SB2 SB2 C1

SB1

2000

H1AB4 (350X650)

SB2

3450

SB2

2550

DETAIL 3

H1-L

FLOOR LEVEL SCHEDULE:

300 4300

SB2 C1

SB1

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

150

SB1

150

SB1

SB2

H1AB3 SB2 (350X650) 850 550

SB2

2975

SB2

600

SB1

SB2

H1AB2 (350X650)

2550

SB2

H1AB1 (350X650) 2100

SB2

C1 300

3375

C1 C1

SB2

H1C1

SB2

H1W3A

SB1

SB1 C1

350 1100 200

H1W4

H1AB6 (200X500)

1825

H1W2

SB1 C1

H1AS7

SB2

H1AB20 (200X500)

H1W6

2200

H1AS5

H1AS1

H1AB5 (200X500)

2200

H1C3 SB2 H1AB22 (300X650) 525 700

H1AB9 (300X500)

VOID

2200

150

150 150

6250

2200

SB2

H1AS11

2100

SB1

150 150

SB2

150 150

150

2200

SB2

150 150

SB2

2200

SB2

150 150

SB2

SB2 H1AB21 (250X500)

H1AS10

H1AB17 (350X500)

VOID

H1AS2

H1W1

H1AB12 (300X650)

SB2

H1AB19 (200X500)

SB1

H1W7

H1AB18 (400X500) H1AS4

+222.00

SB1

H1W9

SB1

DN 2100

H1AB14 (250X500)

300

SB1

2100

H1AS6

SB2

4250

SB1

2200

H1AB11 (300X650)

H1AB8 (325X500)

H1AB15 (200X500)

H1AB13 (300X650)

SB2 SB1

SB2

H1-K

150

SB2

2600

350

H1W8

2200

SB1 C1

SB2

SB1

SB2

SB1

SB2

DETAIL 1B

SB2

SB1

H1AB10 (300X650)

2325 1100 225 1100

SB1

H1AB7 (250X500)

SB2

SB1

SB2

2300

SB1 C1

SB1

SB2

SB2 C1

SB2

SB2 SB1

H1-H

SB2

SB1

350

H1W5

SB1

2600

H1AS9

H1C2

900

SB1

SB2

3950

SB2

C1 SB2

SB1

SB2

SB1

SB2

2100

2200

SB2

SB1

SB2

SB1

SB2

300

SB2

3150

SB1

DETAIL 2A

600

20450

SB2

150

DETAIL 1A

5350

FR-SH1-S-01

2200

SB2

150 150

DETAIL 2B

SB1

PROPOSED BEARING WALL/ HANGER WALL ABOVE

SB2

2200

H1AB16 (250X500)

SB1

150 150

SB2

2200

SB2

150 150

SB2

2200

SB2

2200

3450

SB1

150 150

150

2800

150 150

SB2

2200

H1-F H1-G

SB2

2650

150

H1-C

H1-E

PROPOSED STRUCTURE FLOOR LEVEL

PROPOSED BEARING WALL/ HANGER WALL BELOW

150

3750



150

2 FR-SH1-S-01

STUDENT HOSTEL 1 FRAMING PLAN (19/F) (SCALE= 1 : 100 )

STEEL MEMBER SCHEDULE:

(STUDENT HOSTEL 2 SIMILAR)

MARK SB1 SB2 SB3 C1 HBR1

H1-2

H1-3

H1-4

H1-6

H1-7H1-8

H1-9

H1-10

H1-12

H1-13

SECTION 80x80x8mm RHS 200x150x16mm RHS 100x100x10mm SHS 150x150x16mm THK. SHS 80x80x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H S355J2H

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

H1-A H1-C

H1-E H1-F

3 SIGNATURE OF AP/RSE/RGE

H1-G

VOID

1 VOID

 

PROJECT

H1-H H1-K

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

LOAD INTENSITY:

4 4

H1-L

STUDENT HOSTEL 1 LOADING KEY PLAN (19/F)

USAGE RESIDENTIAL

LEGEND 1

FINISH (kPa) SERVICE (kPa) 1.2

0.5

L.L. (kPa)

F.R.P. (MINS)

2.0

60/60/60

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

LOBBY/ CORRIDOR / STAIR

1.2

0.5

3.0

60/60/60

E&M

1.2

0.5

7.5

60/60/60

FLAT ROOF

4.9

0.5

2.5

60/60/60

DRG. TITLE

STUDENT HOSTEL 1 FRAMING PLAN (19/F)

DRG. NO.

FR-SH1-04

ARCHITECT

(SCALE= 1 : 200 )

BD REF NO.: 3/2023/20

H1-2

H1-3

H1-4

H1-6

H1-7

H1-8

H1-9

H1-10

H1-12

H1-13

42325 5000

5000

4950 150

2200

H1-A

2425

150 150

2200

150

4800

2325

150

2200

150

SB1

5150 2350

SB1

5000

LEGENDS: C1/W1

PROPOSED COLUMN/WALL BELOW

C1/W1

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED COLUMN/WALL ABOVE

150

5000

2650

SB2

3750

SB2

3450

HB R1

SB1

HB R1 C1 BR1 H SB1

150

SB2

SB1

HB R1 R1 HB SB1

SB2

SB2 C1

SB2

HBR 1

1 HBR

SB2

SB1

SB2 SB1

C1 SB2

HB R C1

C1 SB2

SB2

HB R1

SB2

SB2 SB1

SB2

3000

SB1

HB R1

SB2 SB2

HB R1 SB2

SB2

SB2 HB R1

500 150 150

H1RB4 (350X650)

SB2

H1W3A

2000

HBR1

SB1

FLOOR TR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

150

HBR1

HBR 1

H1RB2 (350X650)

SB2

SB1

H1W2

C1 SB2

SB2

SB1

H1RB1 (350X650)

SB2

H1RS5

H1RB19 (200X500)

H1RS4

H1RB18 (400X500)

H1RS2

H1RB16 (350X500)

H1RS1 SB1

SB1

2300

1 HBR

H1-K

SB1

SB2

H1RB14 (250X500)

SB2

SB1

HBR 1

SB1

SB2

C1 SB2

HB R1 SB2

SB2

HB R1

SB2

SB2 SB2

SB2

HB R1 SB2

HB R1

SB2

SB1

R1 HB

HB R

SB1

HB R1 R1 HB SB1

SB2

C1 SB2

SB2

R1 HB

SB2

150

R1 HB

1 HBR

SB1

FLOOR LEVEL SCHEDULE:

150

SB2

SB1 C1

SB1

HB R1 R1 HB SB1

R1 HB

SB1

2200

1550

SB1 C1

C1 SB2

SB2

+225.23

H1RS7

HB R1

HBR 1

300

H1RB6 (200X500)

H1RB5 (200X500)

R1 HB

150 150

+225.23

R1 HB

R1 C1

R1 HB

SB1

SB2

SB1

SB2

2200

150

H1RS12

SB1

150 150

2200

SB2

H1RS3

SB1

150 150

SB2

H1RB22 (300X650)

H1RB8 (325X500) H1RB9 (300X500) 2000

HBR 1

H1C3

H1RS11

SB2

+225.53

H1RB21 (250X500)

H1RS10

H1RB11 (300X650)

SB1

SB2

HB R1

SB1

H1RB20 (200X500)

H1RS6

H1RB12 (300X650)

H1W7

SB1

2000

SB1 C1

H1W6

SB2 C1

H1RB17 (350X500)

H1RS9 H1RB13 (300X650)

300

+225.23 SB1

SB2

SB2 C1

SB1

H1W5

SB2

SB1

HB R1 R1 HB SB1

SB2

SB2 C1

H1RB15 (200X500)

SB2

HB R1

SB2 C1

SB1

HB R1 R1 HB SB1

HBR 1

HB R1

SB2

SB2 C1

C1 SB2

SB2

2200

+225.23

H1-H

SB1

HB R1 R1 HB SB1

H1RB7 (250X500)

SB2

FR-SH1-S-01

5350

SB2

SB2 SB2

20450

600

SB2

HB R1 R1 C1 HB SB1

SB1

H1RB10 (300X650)

150 150

R1 HB

SB1

2200

R1 HB

SB1

150 150

R1 HB

H1-F H1-G

2200

R1 HB

HB R1

SB1

150

1 HB R

SB2

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

+225.23

2200

PROPOSED BEARING WALL/ HANGER WALL ABOVE PROPOSED BEARING WALL/ HANGER WALL BELOW

1 HB R

HB R1

SB1

150 150

1 HB R

SB2

2200

1 HB R

SB2

SB1

150 150

SB2

2200

R1 HB

SB2

SB1

150 150

2200

SB2

150 150

R1 HB

SB2

2200

R1 HB

3150

SB1 HB R1

2800

H1-E

150 150

R1 HB

2200

PROPOSED STRUCTURE FLOOR LEVEL

C1 C1

+225.23

150

SB1

C1 R1 HB

H1-C

SB1

HBR 1

SB2

HBR 1

3750

1 HBR

SB2



2500

1100 225 1100

150

H1-L

150 150 150 275

7000

4300

150

2 FR-SH1-S-01

STUDENT HOSTEL 1 ROOF FRAMING PLAN (SCALE= 1 : 100 )

STEEL MEMBER SCHEDULE: (STUDENT HOSTEL 2 SIMILAR) MARK SB1 SB2 SB3 C1 HBR1

H1-2

H1-3

H1-4

H1-6

H1-7H1-8

H1-9

H1-10

H1-12

SECTION 80x80x8mm RHS 200x150x16mm RHS 100x100x10mm SHS 150x150x16mm THK. SHS 80x80x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H S355J2H

REVISION

H1-13

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

H1-A H1-C

H1-E H1-F H1-G

SIGNATURE OF AP/RSE/RGE

4 5

4 3

 

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

H1-H LOAD INTENSITY:

H1-K

USAGE

H1-L

LEGEND

FINISH (kPa) SERVICE (kPa)

L.L. (kPa)

F.R.P. (MINS)

RESIDENTIAL

1.2

0.5

2.0

120/120/120

LOBBY/ CORRIDOR / STAIR

1.2

0.5

3.0

120/120/120

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

STUDENT HOSTEL 1 ROOF FRAMING PLAN

DRG. NO.

FR-SH1-05

ARCHITECT

STUDENT HOSTEL 1 ROOF LOADING KEY PLAN (SCALE= 1 : 200 )

E&M

1.2

0.5

7.5

120/120/120

FLAT ROOF

4.9

0.5

2.5

120/120/120

WATER TANK

0.5

120/120/120

BD REF NO.: 3/2023/20

H1-6

H1-7

H1-8

H1-6

H1-9

H1-7

H1-9

LEGENDS:

12175

4950

H1-8

2425

4950

4800

2425

4800

C1/W1

PROPOSED COLUMN/WALL BELOW

C1/W1

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED COLUMN/WALL ABOVE



H1URB1 (200X650) 3550

5175

3600

PROPOSED BEARING WALL/ HANGER WALL ABOVE

H1TRB13 (200X500)

H1TRB11 (225X500)

H1TRB14 (350X500) H1TRS5

H1C3

H1TRS6

1200

H1TRS4

VOID

H1TRB12 (200X500) 1200

H1W5

H1TRB15 (200X650)

FLOOR LEVEL SCHEDULE:

H1W10

5175

H1TRB2 (200X650)

3600

FLOOR TR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

FR-SH1-S-01

STUDENT HOSTEL 1 UPPER ROOF FRAMING PLAN

STUDENT HOSTEL 1 TOP ROOF FRAMING PLAN

(SCALE= 1 : 100 )

(STUDENT HOSTEL 2 SIMILAR)

H1-7H1-8

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

2100

H1W7

H1C2

PROPOSED BEARING WALL/ HANGER WALL BELOW H1TRB5 (200X650)

H1-K

H1-6

PROPOSED STRUCTURE FLOOR LEVEL

4550

H1W6 H1TRB10 (225X500)

H1TRB1 (200X650)

H1TRS3

3550

H1-K

200

H1W4

200 900 2875 5450

1200 3375

H1-H

2200

H1W9

H1TRB8 (200X500)

H1URS4

H1W4

2750

FR-SH1-S-01

H1URB2 (200X650)

H1W10

1100 225 1100

+235.03

H1TRS2

H1W1

H1URB4A (350X500)

2600

H1W8

2100

H1TRB6 (200X650)

H1-G

H1URS7

200 1250

H1URB4 H1URB3 (200X500) (200X500) H1URS3

H1TRB3 (200X650)

H1TRS1

H1URB13 (200X500)

H1URB11 (200X500)

H1W1

2750

200 1250

H1-H

H1URS2

H1URB11A (350X500)

H1URS1

F.S. WATER TANK

200

H1-F

FR-SH1-S-01

2325

H1TRB4 (200X650)

H1TRB7 (350X500)

H1W7

H1W6

H1URS6

2125

H1TRB9 (200X500)

H1URB8A (350X500) H1URB16 (200X650)

POTABLE

180mm H.W

H1W5

4575

H1-E

H1URS12

H1URB15 (350X500)

H1URB12 (200X500)

H1URS11

H1URS5

2675 4550

H1URB8 (200X650)

H1W9

H1URB15A (350X500)

H1URB9 (200X650)

5450

600

200

4550

+230.13

H1URB3A (350X500)

200

3150

H1C2

H1URB10 (350X500)

H1URB5 (350X500)

H1URB5A (350X500)

5350

H1URS10

FLUSHING

9100

H1-G

200

H1URB7 (200X650)

H1W8

2200

H1URS9 H1URS8

H1-F

1100 225 1100

H1URB14 (200X500)

200

H1URB6 (200X650)

2875

3150

900

H1-E

200

2600

600

4550

2325

9100

2125

5350

2675

H1C3

200

H1-6

H1-9

H1-7H1-8

H1-9 REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

H1-E H1-F H1-G

H1-E H1-F

H1-G

LOAD INTENSITY: USAGE

H1-H H1-K

LEGEND

FINISH (kPa) SERVICE (kPa)

L.L. (kPa)

F.R.P. (MINS)

PUMP ROOM

1.2

0.5

7.5

120/120/120

LOBBY/ CORRIDOR / STAIR

1.2

0.5

3.0

120/120/120

FLAT ROOF

4.9

0.5

2.5

120/120/120

SIGNATURE OF AP/RSE/RGE

H1-H H1-K

 

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

STUDENT HOSTEL 1 UPPER ROOF LOADING KEY PLAN

STUDENT HOSTEL 1 TOP ROOF LOADING KEY PLAN

(SCALE= 1 : 200 )

DRG. TITLE

STUDENT HOSTEL 1 UPPER & TOP ROOF FRAMING PLAN

DRG. NO.

FR-SH1-06

ARCHITECT

BD REF NO.: 3/2023/20 1 2

FR-SH1-S-01

H1-2

H1-3

H1-4

H1-6

H1-7 H1-8

H1-9

H1-10

H1-12

H1-L H1-K H1-H

H1-13

H1-G H1-F

H1-E H1-C

H1-A

+235.03_TR/F

235030

+230.13_UR/F

230130

+225.23_R/F

225230

+222.00_19/F

222000

+218.85_18/F

218850

+215.70_17/F

215700

+212.55_16/F

212550

+209.40_15/F

209400

+206.25_14/F

206250

+203.10_13/F

203100

+199.950_12/F

199950

+196.80_11/F

196800

+193.65_10/F

193650

+190.50_9/F

190500

+187.35_8/F

187350

FOR INFORMATION ONLY

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

+184.20_7/F

184200

+181.05_6/F

181050

+177.90_5/F

177900

+174.75_4/F

174750

+171.60_3/F

171600

SIGNATURE OF AP/RSE/RGE

+168.45_2/F

168450

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

1 : 150

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

+165.30_1/F

165300

DRG. TITLE

SECTION 1 & 2 OF STUDENT HOSTEL 1

DRG. NO.

FR-SH1-S-01

ARCHITECT

SECTION 1

SECTION 2

(SCALE= 1 : 150 )

BD REF NO.: 3/2023/20

3D VIEW SECTION

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

SCALE

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

DRG. TYPE

SUPERSTRUCTURE WORKS APPROVED TY DRG. TITLE

STAFF QUARTER 2 3D VIEW MODELING

DRG. NO.

FR-SQ2-3D-01

ARCHITECT

3D VIEW

FOR INFORMATION ONLY

BD REF NO.: 3/2023/20

2500

150 150

3300

150

2025

SB1

SB2

150

SB2

2650

150

SB2

C1 SB2 C1

SB2

Q2C4A

Q2TB23 (300X500)

Q2TS4A

Q2TB19 (300X500)

500

2 SB

1 SB

61 25

B2 AI L1 A

29 00

0 15

2 SB

0 15

22 15

15 22

150 150 2500

SB1

00 58

00 35

50 23

0 15

25 61

Q2-C1

0 15

25 24

0 15

Q2-C2

00 58

0 15

0 85 23

FR-SQ2-S-02

Q2-C3

25 24

00 29

50 23

0 15

Q2-C5

25 61

0 15

Q2-A1

0 15

00 16

50 18

5 67

0 15

15 0

Q2-A7 Q2-A6Q2-A5 Q2-A4Q2-A3

0 95

60 26

1 SB

DE T

15 0

Q2-B2

2 SB

26 60

23 50

2 SB

00 35

50 17

0 15 50 18

1 SB

2 SB

1 SB

95 0

00 16 0 15

C1 2 SB

2 SB

C1 SB

50 17 0 15

C1 C1

2 SB

0 15

2 SB

C1 15 0

2 SB

1 SB

2 SB

00 21

C1 C1

18 50

00 29

2 SB

C1 SB

LEVEL (mPD) +244.430 +240.380 +236.230 +232.680 +228.990 +225.490 +221.990 +218.490 +214.990 +211.490 +207.990 +204.490 +200.990 +197.490 +193.990 +190.490 +186.990 +183.490 +179.990 +176.490 +172.990 +169.490

0 15

C1 2 SB

2 SB

C1 2 SB

2 SB

C1 2 SB

FLOOR TR/F GR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

2 SB

AI L2 A

SB SB

2 SB

2100

SB1

SB1 Q2TB21 (200X650) Q2TB20A (200X650)

2100

Q2TB18B CRANKED (300X500)

Q2TB20 (300X650) 1600 900

2200 300 575 1125 1100

Q2TS9

500

2 SB

150

SB1

SB1 Q2TB22 (300X500)

1 SB

C1 2 SB

2 SB

Q2-CB

C1 2 SB

B2 C1 S

1 SB

600 300 200

2 SB

C1 2 SB

2 SB

1 SB 1

0 15

Q2TB18A CRANKED (300X500)

1 1

1 SB 1 SB

Q2TB18 (300X500)

1 SB

50 61

2 SB

1 SB 1

1 SB

Q ( 3 0 2 TB 0X 11 50 0)

Q ( 3 0 2 TB 0X 10 65 0) 1

1 SB

Q2TB2 (250X500) Q2TS2

Q ( 3 0 2 TB 0X 14A 85 0)

1 SB

0 40 20 0 0 80

25 00 15 0 15 0

SB1

21 00 15 0

28 00

15 0

5575

2 SB

C1 2 SB

2 SB 00 C1 14

Q2TB4A (300X500)

9 TB 0 ) Q2 X65 0 (6 0

2 SB 050 4

00 10

2 SB

0 15

00 28

Q2TS6A

Q2TS6

Q2W2

Q2W3

1 SB

DE T

15 0

Q2-A10

T Q2

Q2TB8A (250X500) 770

Q2W5

UP DN

20 18

00 25

25 00

Q2TB8 (250X500)

225

Q2W8

Q2TS10A

0 15

VOID

Q2TB17 (500X650)

Q2TS10

0 15

Q2TB7 (200X500)

175 300 1100 200 300

C1 C1

24 25

Q2W7 S.F.L.

Q2-CC

00 25

15 0

Q2TB16 (500X650)

SB2

1 SB

15 0

00 28

SB2

17 50

58 00

2950

1 SB

Q2TB1 (250X500) Q2TS1

C1 SB

Q2TS3 DN

C1 C1

1350

C1 SB2

1 SB

Q2TS5A Q2TB3A (300X500)

6850

15 0 35 00

59 50

16 00

Q2-B3

SB2

Q2-CD

1 SB

SB2

C1 SB2

1 SB

15 0

VOID

1350

C1 SB2

23 85 0

FR-SQ2-S-01

Q2TB6A (200X500)

Q2TS3A

15 0

SB 2

DE SB2 TA IL 1B C1

SB2

1 SB

16 00

Q2TS8A

Q2TB6 (250X500)

Q2TB3 (300X500)

C1 SB

15 0

SB2

Q2TB15 Q2C2 Q2TS8(500X650)

Q2TS5

SB2

1 SB

17 50 35 00

1 SB

AI L

SB2

1 SB

58 00

1 SB

C1 C1

15 0

S 16 B2 00 C1

DE T

1 SB

18 50

C1 2

1 SB

15 0

Q2-B4

SB SB

SB2 C1 SB2

1 SB

15 0 24 25

1 SB

15 0

67 5

SB2

1 SB

C1 15 0

1100 500 1050

Q2TB14 (500X650)

( 6 0 Q2 T 0X B 5 65 0)

C1 C1

1 SB

C1 SB2 C1

15 Q2W6 00

C1 SB2

1 SB

SB2

1 SB

1350

SB2

Q2C1

C1 SB

2950

SB2

150

1775

15 0 21 00

SB2

15 0

24 00

C1 SB2

FLOOR LEVEL SCHEDULE:

0 40 10

10 40 0

SB2

0 15

10 00 15 0

PROPOSED BEARING WALL/ HANGER WALL BELOW

Q2-CE

0 15

C1 23 50

SB2

C1 C1

15 0

61 25

SB2

1 SB

Q2-B5

C1 C1

29 00

SB2

15 0

SB SB

AI L

SB2

1 SB

C1 2

1 SB

DE T

SB2

1 SB

FR-SQ2-S-02

Q2-AB

C1 C1

00 21

1 SB

SB2

1 SB

C1 SB

SB2

00 24

PROPOSED STRUCTURE FLOOR LEVEL

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

0 15

SB2

C1 SB2 C1

40 SB2 50

15 12

1 SB

SB2

0 0 20 40 0 80

13 TB 5 0 ) Q2 0X6 (30

SB2

Q2W1

150

SB2

SB2 C1 SB2

SB2

0 15

Q2-AC

SB2

12 TB 0 0 ) Q2 0X5 (30

28 00

SB2

PROPOSED COLUMN/WALL ABOVE

Q2-CG

150 150

SB1

SB2

SB1

SB2

SB1

SB2

SB1

SB2

SB1

SB2

SB1

SB2

SB1

SB2

SB1

SB2

SB1

SB2

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED BEARING WALL/ HANGER WALL ABOVE

00 24

2800

A 17 ) TB 5 0 Q2 0X8 (30

Q2-BB 4700

SB2

PROPOSED COLUMN/WALL BELOW

C1/W1



00 21

Q2-BC

C1/W1

2950

SB1

SB2

2350 2425

SB1

SB2

SB1

SB1 SB1

150

SB2

150

1800 150 700150800150

SB2

SB1

150

0 15

2400

2200

1350 150

SB2

SB1

Q2-BD

Q2-AE

3175

150

150 1350

SB1

24 00

Q2-BF

15875

SB2

2900

DETAIL 3

Q2-AF

Q2-AD

SB1

Q2-BG

SB2

SB1

2800

150

Q2-AG

150

SB1

1800

2200

SB1

150 800150700150

150 150

150 150 850

3300

SB1

150

LEGENDS:

11075

SB1

2425

2025

SB1

150

SB1

2950

2350

1830

SB1

150

2650

6370

SB1

150

32700

2350

Q2-A1

SB1

11075

Q2-A4Q2-A3

2500

Q2-A7 Q2-A6 Q2-A5

SB1

Q2-A10

STAFF QUARTER 2 TYPICAL FRAMING PLAN (2/F - 19/F)

1 FR-SQ2-S-01

(SCALE= 1 : 100 )

Q2-B1

REVISION

Q2-C6

Q2-AG Q2-AF

1 3

MARK SB1 SB2 C1 HBR1

VOID

3 VOID

Q2-C1

USAGE RESIDENTIAL

Q2-B4

SECTION 80x80x8mm RHS 200x150x16mm RHS 150x150x16mm THK. SHS 60x60x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H

 

LOAD INTENSITY:

Q2-B5

CHK

SIGNATURE OF AP/RSE/RGE

2 Q2-AB

Q2-AC

DESCRIPTION

STEEL MEMBER SCHEDULE:

Q2-AE Q2-AD

DATE

GOVERNMENT APPROVAL

Q2-C2

Q2-B3

Q2-C3 Q2-B2

LOBBY/ CORRIDOR / STAIR

BALCONY / AC PLATFORM E&M /REFUSE ROOM

PROJECT

LEGEND 1

FINISH (kPa) SERVICE (kPa) 1.2

1.2

0.5

L.L. (kPa)

F.R.P. (MINS)

2.0

60/60/60

3.0

60/60/60

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

2.0

0.5

4.0

60/60/60

DRG. TITLE

1.2

0.5

7.5

60/60/60

STAFF QUARTER 2 TYPICAL FRAMING PLAN

DRG. NO.

FR-SQ2-02

ARCHITECT

Q2-C5

STAFF QUARTER 2 TYPICAL LOADING KEY PLAN Q2-B1

Q2-C6

(SCALE= 1 : 200 )

BD REF NO.: 3/2023/20

2425

2650

150

150 150 850

C1 C1 SB1

SB1

HB R1

R1 HB

SB1

HB R

150 150

SB1

2500 150 150 2100 150

HBR1

HBR 1

HBR1

SB1

SB1 HBR1

HBR 1

Q2C4A

Q2TB23 (300X500)

Q2TB19 (300X500) HBR1

HBR 1

HB R1

SB1

SB1 Q2TB21 (200X650) Q2TB20A (200X650)

Q2TB18B CRANKED (300X500)

Q2TB18A CRANKED (300X500)

500

1 SB 1

SB1

R1 2100

900 300 575 1125 1100

SB1

500 SB1 HB SB1 R1

Q2TB20 (300X650) 1600

2200

1 SB

1 SB 1 SB

HBR1

1 SB

1775

HBR1

1 SB SB

SB1

R1 HB

SB1

Q2TB22 (300X500)

1 SB

SB 1 SB

Q ( 3 0 2 TB 0X 11 50 0)

Q ( 3 0 2 TB 0X 10 65 0) HBR1 SB 1

1 SB

Q2TB18 (300X500)

Q ( 3 0 2 TB 0X 14A 85 0) SB

1 SB

1 1

HBR1 1 1 1

1 SB

1 SB 1 SB

HB R1 SB1

SB1 0 40 20 0 0 80

1 SB

1 SB 1 SB

1 SB

SB1

21 00 21 00 15 0 15 0 25 00

SB1

HB R1

SB1

15 0

24 00 15 0

15 0

24 00

10 40 0 28 00 15 0 15 0

00 10

0 15

1 SB

00 25

0 15

00 16

00 28

0 15

00 58

0 15

00 25

00 35

1 SB

0 15

1 SB

25 00

0 15

00 28

0 15

28 00

00 21

1 SB

00 29

0 15

1 SB

60 26 0 15

0 15

0 15 50 17 00 35

50 18

5 67

0 15

50 23

Q2-C1

25 61

0 15

25 24

0 15

Q2-C2

00 58

0 15

2 FR-SQ2-S-02

0 85 23

Q2-C3

25 24

0 15

1 SB

00 16

50 17

50 18 0 95

2 SB

0 15

2 SB

C1 C1

1 SB

0 15

1 SB

0 40 10

0 15

1 SB

HBR1

00 24

0 15

10 00 15 0

00 21

1 SB

00 24

0 15

HBR1

1 SB

C1 C1

1 SB

15 22 15 0

1 SB

HBR1

1 SB

00 21

HBR1

00 29

1 SB

0 15

HBR1

1 SB

22 15

1 SB

FLOOR TR/F GR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

1 SB

HBR1 C1

1 SB

HBR1

1 SB

HBR1 C1

1 SB

C1 1 SB

HBR1

1 SB

HBR1

1 SB

HBR1

1 SB

C1 C1

1 SB

29 00

1 SB

B1 AI L1 A

1 HBR1

1 SB

C1 SB

HBR1

0 0 20 40

DE T

15 0

HBR1

1 SB

Q2-CC Q2-CB

HBR1

2 SB

FLOOR LEVEL SCHEDULE:

Q2-CD

2 SB

HBR1

PROPOSED BEARING WALL/ HANGER WALL BELOW

Q2-CE

C1 1 SB

HBR1

1 SB

C1 C1

1 SB

PROPOSED STRUCTURE FLOOR LEVEL

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

C1 C1

C1 SB

1 SB

0 80

15 0

61 25

C1 1 SB

HBR1

1 SB

Q2-B2

26 60

1 SB

HBR1

23 50

HBR1

1 SB

PROPOSED COLUMN/WALL ABOVE

Q2-CG

1 SB

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED BEARING WALL/ HANGER WALL ABOVE

1 SB

95 0

15 0

1 SB

C1 1 SB

HBR1

1 SB

15 0

600 300 200

HBR1

1 SB

24 25

1 50 SB 61

R1 HB

SB1

PROPOSED COLUMN/WALL BELOW

C1/W1



1 SB

Q2TB2 (250X500)

2 SB

1 SB HBR1

HBR1

Q2W2

5575

1 SB

2 SB

1 SB 400 1

Q2W3

1 SB 50 40

C1 Q2TB4A (300X500)

SB1

HB R

SB1

1 SB

9 TB 0 ) Q2 X65 0 (6 0

Q2W5

2 SB

20 18

1 SB

18 50

HBR1

Q2TB8A (250X500) 770

SB1

R1 HB

C1 SB2

Q2W8

C1 SB2

1 SB

15 0 15 0

HBR1

58 00

225

SB1

2950 SB1

Q2TB17 (500X650) Q2TB8 (250X500)

SB1

A 17 ) TB 5 0 Q2 0X8 (30

17 50

DE SB1 C1 TA IL 2A C1

VOID

175 300 1100 200 300

Q2TB7 (200X500)

1 SB

HBR1

Q2W7

C1 SB1

R1 HB

HBR1

Q2TB16 (500X650)

HB R1

35 00

15 0

1350 SB1

HBR1

Q2-B3

HBR1

23 85 0

16 00

HBR1

6850

SB1

SB1 C1 SB1

SB1

HBR1

FR-SQ2-S-01

15 0

AI 1 L4

HBR1

VOID

SB1

15 0

SB1

1 SB

HBR1

R1 HB

1 SB

SB SB

SB1

HB R1

1 SB

16 00

SB SB

Q2TB1 (250X500)

59 SB1 50

SB1

1 SB

HBR1

35 00

15 0

HBR1

17 50

DE T HBR1

HBR1

C1 C1

C1 SB SB

AI L1 B

HBR1

DE T

Q2TB3A (300X500)

HBR

C1S B

C1 HB R1

HBR1

58 00

Q2TB6A (200X500)

Q2TB3 (300X500)

1 HBR

HBR1

15 0 15 0

Q2-B4

18 50

HBR1

Q2TB6 (250X500)

HBR1

15 0 24 25

S 16 B1 00 C1

1350 SB1

Q2TB15 Q2C2 (500X650)

Q2TB14 (500X650)

( 6 0 Q2 T 0X B 5 65 0)

HBR1

C1 C1

C1 1100 500 1050 C1 SB1 C1

1350 C1 SB1 C1

15 Q2W6 00

1 HBR

HBR1

15 0

C1 67 5

HBR1

15 0 15 0

SB SB

C1 C1

SB SB

HBR1

1 C1

SB1

C1 R1 HB

1 SB

HBR1

AI L

SB1

C1 SB1

HBR1 1 SB

DE T

C1 R1 HB

SB1

13 TB 5 0 ) Q2 0X6 (30

HBR1

SB SB

C1 SB1

SB1

15 12

HBR1

23 50

SB1

Q2C1

61 25

S 40 B1 50

12 TB 0 0 ) Q2 0X5 (30

2950 SB1

R1 HB

SB1

R1 HB

C1 C1

HBR1

R1 HB

SB1

R1 HB

Q2W1

HBR

SB2

C1 SB1 C1

SB1

HB R1

SB1 HB R1

R1 HB

SB1

SB2 C1

SB1

R1 HB

SB1

C1 SB1

R1 HB

HBR1

R1 HB

SB1

SB1 HB R1

SB1

R1 HB

SB1 C1 SB1

R1 HB

2800

SB1

4700

C1 SB1

SB1

DETAIL 5

HBR1

29 00

Q2-B5

SB1

HB R1

C1 SB

C1 C1

15 0

Q2-AB

HBR1

FR-SQ2-S-02

HBR1

C1 SB1

C1/W1

2950

SB1

R1 HB

SB1

150

2500

HB R1

SB1

2350

R1 HB

150

SB1

2025

1800 150 700150800150

SB2

SB1

SB2

SB1

R1 HB

SB1

HB R

150

SB1

3300

SB1

150 150

1350 150

SB2

HB R1

SB1

R1 HB

Q2-BB

Q2-AC

SB1 HB R1

SB1

Q2-BC

SB1

Q2-BD

Q2-AE 2400

2500

R1 HB

Q2-BF

3175

150

R1 HB

15875

2200

R1 HB

C1 SB1

SB1

150

DETAIL 3

Q2-AF

Q2-AD

HB R

Q2-BG

SB1

2800

2900

150 1350

Q2-AG

150

SB1

1800

2200

150 800150700150

150 150

SB1

3300

HB R

150

LEGENDS:

11075

SB1

2425

2025

1830

SB1

150

SB1

2950

2350

SB1

150

SB1

2650

6370

SB1

150

32700

2350

Q2-A1

SB1

11075

Q2-A4Q2-A3

Q2-A6Q2-A5

Q2-A7

SB1

Q2-A10

0 15

50 23

25 61

Q2-C5

1 FR-SQ2-S-01

0 15

STAFF QUARTER 2 TYPICAL UPPER FRAMING PLAN (2/F - 19/F) (SCALE= 1 : 100 )

Q2-B1

Q2-C6

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

STEEL MEMBER SCHEDULE: MARK SB1 SB2 C1 HBR1

SECTION 80x80x8mm RHS 200x150x16mm RHS 150x150x16mm THK. SHS 60x60x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H SIGNATURE OF AP/RSE/RGE

 

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

STAFF QUARTER 2 TYPICAL UPPER FRAMING PLAN

DRG. NO.

FR-SQ2-03

ARCHITECT

BD REF NO.: 3/2023/20

Q2-A10

Q2-A7 Q2-A6 Q2-A5 11075

150

2650

150

2950

2025

150

3300

150 800150700150

SB2

150

2425

SB2

1800

150 150

6370

2200

150

2900

150

1830 2200

150

2500

150 150

3300

150

1350 150

SB2

LEGENDS:

11075

150 1350

150

2350

1800 150 700150800150

SB2

2025

150

2425

SB2

150

C1/W1

PROPOSED COLUMN/WALL BELOW

C1/W1

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

PROPOSED COLUMN/WALL ABOVE

2950

SB2

2650

150



SB2

PROPOSED STRUCTURE FLOOR LEVEL

SB1

HB R

SB1

2500 150 150

SB1

2500

2100

HBR1

HBR 1

HBR1

HBR1 HBR1

0 15

00 35

0 15

50 23

25 61

Q2-C1

0 15

25 24

0 15

Q2-C2

00 58

0 15

2 FR-SQ2-S-02

0 85 23

Q2-C3

HBR1

0 15

Q2-C5

25 61

0 15

Q2-A1

150 150

SB1

SB1 HBR 1

HBR1

1 SB

HBR 1

Q2RB19 (300X500)

2875 500

HBR 1

HBR1

1 SB 1 SB

150

SB1

HB R1

SB1 Q2RB23 (300X500)

Q2RB20A (200X650)

2200 300

Q2RB18A CRANKED (300X500)

SB1

R1 250

Q2RB21 (200X650)

Q2RS9

Q2RB20 (300X650)

1 SB

SB 1 SB

HBR1

1 1

1 SB

2100

Q2RB22 (300X500)

HBR1

1 SB

HBR1 SB 1

SB 1

Q2RB18 (300X500)

Q (30 2RB 0X 11 50 0)

50 0

0 35

1 SB 1 1

HBR1 SB

1 SB

Q (30 2RB 0X 10 65 0)

SB 1 SB

1 SB 1 SB

25 00

15 0 15 0 25 00

1 SB 15 0

2250

SB1

15 0

1 SB

00 29

0 15

10 36 50 23 0 15

00 28

00 58

1 SB

0 15

25 24

15 22

00 25

1 SB

HBR1

0 15 00 35

50 17 0 15

0 15

15 0

Q2-A6Q2-A5 Q2-A4Q2-A3

C1 SB

HBR1

22 15

1 SB

0 15

5 67

00 29

00 21

2 SB

FLOOR TR/F GR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

HBR1

B2 B2

C1 S

1 SB

0 15

HBR1

C1 C1

HBR1

15 0 29 00

23 50

15 0

HBR1

61 25

C1 HBR1

36 10

HBR1 SB

HBR1

HBR1 C1

HBR1

00 28

C1 SB

HBR1

1 SB

HBR1

1 SB

C1 SB

50 18

1 SB

HBR1

C1 C1

HBR1

2 SB

1 SB

C1 SB

HBR1 C1

C1 SB

HBR1 SB

+232.33

1 SB

HBR1

SB 15 0

15 0

Q2-A7

HBR1

24 25

Q2-A10

HBR1

1 SB

HBR1

2 B2

HBR1

2 2 SB

HBR1

1095 200

2 S

SB C1

1 SB

HBR1 SB

HBR1

1 SB

2 SB

C1 B2

1 SB

600

HBR1

2 SB

Q2-CC Q2-CB

HBR1

1 SB

5255

Q2-B2

200

HBR1

SB SB

HBR1

58 00

SB 25 31

HBR1

1 SB

35 00

Q2RB2 (250X500) Q2RS2

HBR1

C1 HBR1

Q2-B3

SB 75

1 SB

23 85 0

HBR1

15 0

Q2RB4 Q2RS4A (300X500)

1 SB

SB SB

HBR1

+232.33 C1

15 0

HBR1

Q2C4

1 SB

Q2RS6

2 SB

1 SB

HBR1

35 00

HBR1

9 RB 0) Q2 X50 0 (4 0

Q2RS6A

1 SB

15 0

3 FR-SQ2-S-01

SB SB

2 28 10

11 RS Q2

Q2RB8A (250X500) 770

Q2W11

Q2RB1 (250X500) Q2RS1

HBR1

58 00

Q2-B4

17 50

SB SB

HBR1

15 0

HBR1

15 0

SB SB

HBR1

Q2RS3 DN

Q2RS3A

2 25 90

Q2RB8 (250X500)

1 SB

C1 C1

18 50

C1 Q1TS10A

1 SB

15 0 24 25

67 5

VOID

Q2RB3A (300X500)

Q2RB3 (300X500)

Q2C3

HBR

SB 2 50 0

1 HBR

15 0

HBR1

15 0

HBR1

Q2RB7 (300X500)

Q2RB6A (200X500) Q2RS5A

Q2RS10

HBR1

23 50

1 HBR

HBR1

SB 15 0

61 25

HBR1

SB SB

180mm B.W. ABOVE

HBR1 1 SB 1 SB

HBR1 29 00

( 4 0 Q2 R 0X B 5 65 0)

WATER TANK 1

+232.68

HBR1 SB

Q2RB6 (250X500) Q2RS5

SB2

SB SB

C1 2

HBR1

SB SB

HBR

RS 7

Q2RB16 (500X650)

SB2

1 SB

C1 2

SB1

HB R1

SB1

R1 HB

SB1

SB1 SB1

SB1

21 00

HB R SB1 1

R1 HB

HB R1

21 00 15 0

15 0

24 00

10 40 0

SB1

HB R

HB R1

SB1 SB1

15 0

24 00

2800

SB1

2800

15 0

? C1 C1 (500X650) SB2

Q2W12

SB2

SB2 R1 HB

00 25

Q2RB15 (500X650) Q2RS8 Q2RS8A

HB R1

FLOOR LEVEL SCHEDULE:

Q2-CD

0 15

28 00

SB2 C1 SB2

SB2

Q2-CE

0 40 10

VOID 10550

C1 SB2

SB2

R1 HB

0 15

SB2

HB R

00 21

SB2

R1 HB

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

1 SB

28 00

SB2

PROPOSED BEARING WALL/ HANGER WALL BELOW

Q2-CG

0 15

2400

SB2

R1 HB C1

SB2

00 24

SB2 C1

C1 C1

SB2

C1 SB2

SB2

PROPOSED BEARING WALL/ HANGER WALL ABOVE

0 15

SB2

R1 HB

SB2

00 21

C1 SB2

SB2

HB R1

00 24

SB2

HB R

0 15

SB2 C1

C1 R1 HB

C1 SB2

13 RB 50) Q2 0X6 (30

4700

SB2

12 RB 00) Q2 0X5 (30

HBR1

15 0

C1 HBR1

SB SB

Q2RB14 (500X650)

C1 2

HBR1

3175

R1 HB

15875

SB2

C1 1 BR H+232.33

R1 HB

C1SB2 C1

SB2

HB R1

R1 HB

SB2 C1

R1 HB

HB R1

R1 HB

SB2

R1 HB

SB2

SB2 C1 HB R1

R1 HB

SB2

R1 HB

SB2

SB2 C1 SB2

SB2

HB R1

R1 HB

C1 SB2

R1 HB

SB2

Q2-B5

SB2

HB R1

SB2

HBR1

Q2-AB

Q2-AC 1

R1 HB

Q2-BB

FR-SQ2-S-02

C1 SB2

R1 HB SB1

Q2-AE Q2-BC

SB2

SB1

Q2-BD

SB2 HB R1

HB R1

R1 HB

HB R1

R1 HB

SB2

Q2-BF

R1 HB

HB R

Q2-BG

Q2-AF

Q2-AD

150

32700

2350

Q2-A1

150

Q2-AG

2350

Q2-A4Q2-A3

STAFF QUARTER 2 ROOF FRAMING PLAN

(SCALE= 1 : 100 )

FR-SQ2-S-01

Q2-B1

Q2-C6

Q2-AG Q2-AF

DATE

DESCRIPTION

CHK

STEEL MEMBER SCHEDULE:

MARK SB1 SB2 C1 HBR1

Q2-AE VOID

Q2-AD

REVISION

GOVERNMENT APPROVAL

SECTION 80x80x8mm RHS 200x150x16mm RHS 150x150x16mm THK. SHS 60x60x10mm THK. EA

GRADE S355J2H S355J2H S355J2H S355J2H

5 SIGNATURE OF AP/RSE/RGE VOID

Q2-AC

2 Q2-AB

Q2-B5

 

LOAD INTENSITY:

Q2-C1

USAGE RESIDENTIAL

Q2-B4

Q2-C2

LOBBY/ CORRIDOR / STAIR

PROJECT

LEGEND 1

FINISH (kPa) SERVICE (kPa) 1.2

1.2

0.5

L.L. (kPa)

F.R.P. (MINS)

2.0

120/120/120

3.0

120/120/120

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY

Q2-B3

Q2-C3

FLAT ROOF

4.9

0.5

2.5

120/120/120

WATER TANK

0.5

120/120/120

E&M

1.2

0.5

7.5

120/120/120

DRG. TITLE

STAFF QUARTER 2 ROOF FRAMING PLAN

DRG. NO.

FR-SQ2-04

ARCHITECT

Q2-B2

Q2-C5

STAFF QUARTER 2 ROOF LOADING KEY PLAN Q2-B1

Q2-C6

(SCALE= 1 : 200 )

BD REF NO.: 3/2023/20

Q2-A7 Q2-A6 Q2-A5

Q2-A4Q2-A3

Q2-A4Q2-A3 LEGENDS:

10550

580

4680

600

Q2URS12

Q2URB19 (200X500)

Q2URS9

Q2URB16 (200X500)

Q2URS7

Q2URS8

Q2URB17 (200X500)

Q2URS11

Q2URB15 (400X500)

Q2URB3 (250X500) Q2URS1

Q2URB4 CRANKED (250X500)

PROPOSED BEARING WALL/ HANGER WALL BELOW

Q2URB8 (200X500)

Q2URB5 (250X500) Q2URS2

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

FLOOR LEVEL SCHEDULE:

Q2C4

B6 UR 50) Q2 0X6 (40 200 2

0 50

Q2URB1 Q2W10 (500X650)

Q2W9

Q2URB1 Q2W10 (500X650)

Q2W9

Q2URB12 (400X500)

Q2W11A Q2URB18 CRANKED (250X500) Q2URS5

Q (40 2UR 0X B2 6 2 5 50) 90

Q2URS6

50 0

2875

FR-SQ2-S-02

50 0

+240.38

Q2URS13

Q2URB18A CRANKED (300X500)

Q2-AB

Q2URB11 (400X500)

Q2URS4

200

0 50

3175

Q2URS2

Q2C3

Q2-AC

B6 UR 50) Q2 0X6 (40 200 2

Q2URB5 (250X500)

2300

7875

Q2C4

Q2URB7 (200X500)

1090

580

4680

600

STAFF QUARTER 2 UPPER ROOF FRAMING PLAN

1090

STAFF QUARTER 2 GENERATOR ROOM FRAMING PLAN

(SCALE= 1 : 100 )

1 FR-SQ2-S-01

Q2-A7 Q2-A6 Q2-A5

PROPOSED STRUCTURE FLOOR LEVEL

500

Q2URB18 CRANKED (250X500) Q2URS5

Q2URB8 (300X500)

500

Q2URS1

Q2URB14 (250X500)

Q2URB3 (250X500)

Q2URS9

WATER TANK 4

Q2URS3

Q2W11A

Q2URS8

Q2URB16 (200X500)

WATER TANK 3

PROPOSED COLUMN/WALL ABOVE



PROPOSED BEARING WALL/ HANGER WALL ABOVE

Q2URB14 (250X500)

2250

4700

Q2URB19 (200X500)

Q2URS12

Q2URB17 (200X500)

Q2URB15 (400X500)

Q2URS7

Q2URS6

50 0

1900 200 2875

Q2URS11

Q (40 2UR 0X B9 65 0)

4700 7875 3175

Q2URB10 (400X500)

PROPOSED COLUMN/WALL BELOW AND ABOVE

C1/W1

0 50

Q2URB7 (300X500)

Q (40 2UR 0X B 2 5 650 2 90 )

Q2URB12 (400X500)

PROPOSED COLUMN/WALL BELOW

C1/W1

250

Q2W12

Q2URS10

C1/W1

3 B1 ) UR 50 Q2 00X6 (4

Q2-AB

Q2URB11 (400X500)

Q2URS13

1830

10300

+236.23

50 0

FR-SQ2-S-02

Q2-AD

0 50

WATER TANK 2

Q2URB10 (400X500)

Q2C3

Q2-AC

250

3 B1 ) UR 50 Q2 00X6 (4

2650

Q2URS10

6370

250

Q2W12

250

Q2-AD

10300

1770 580

Q (40 2UR 0X B9 65 0)

250

1830

Q2URS3

6370

250

1770 580

10550

FR-SQ2-S-01

FLOOR TR/F GR/F UR/F R/F 19/F 18/F 17/F 16/F 15/F 14/F 13/F 12/F 11/F 10/F 9/F 8/F 7/F 6/F 5/F 4/F 3/F 2/F

Q2-A4Q2-A3 10550

1770 580

6370

250

10300

Q2TRS8 Q2TRS7

Q2TRB19 (250X500)

Q2TRB15 (250X500)

Q2TRS9

Q2TRS6

50 0

+244.43

Q2TRB12 (250X500)

Q1W11A

Q2TRB8 (200X500)

Q2C4

50 0

Q2TRB18 (250X500)

Q2TRB14 (250X500)

2875

Q2TRS1A

Q2TRS1

Q ( 4 0 2 TR 0 B 25 X65 2 90 0)

FR-SQ2-S-02

Q2TRS2

B6 TR 5 0 ) Q2 0X6 0 (40 220

0 50

500

3175

Q2-AB

200

7875

Q2C3

Q2TRB7 (200X500)

Q2TRS13 Q2TRB11 (250X500)

0 50

2175

4700

Q ( 4 0 2 TR 0X B 9 65 0)

2375

Q2TRS10 Q2TRB10 (250X500)

3 B1 ) TR 5 0 Q2 0X6 (40

Q2-AC

250

Q1W12

250

Q2-AD

1830

Q2W9 580

Q2TRB1 (500X650) 4680

600

Q2W10

LOAD INTENSITY: 1090

USAGE

STAFF QUARTER 2 TOP ROOF FRAMING PLAN 1 FR-SQ2-S-01

(SCALE= 1 : 100 )

LEGEND

F.R.P. (MINS)

FINISH (kPa) SERVICE (kPa) 1.2

0.5

2.0

120/120/120

LOBBY/ CORRIDOR / STAIR

1.2

0.5

3.0

120/120/120

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

Q2-A7 Q2-A6 Q2-A5 Q2-A4Q2-A3

L.L. (kPa)

RESIDENTIAL

Q2-A7 Q2-A6 Q2-A5 Q2-A4Q2-A3

FLAT ROOF

4.9

0.5

2.5

120/120/120

WATER TANK

0.5

120/120/120

E&M

1.2

0.5

7.5

120/120/120

Q2-A7 Q2-A6Q2-A5 Q2-A4Q2-A3 SIGNATURE OF AP/RSE/RGE

Q2-AD

 

Q2-AD PROJECT

4 Q2-AC Q2-AB

5 5

Q2-AC

DRG. TYPE

2 Q2-AB

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

SUPERSTRUCTURE WORKS

Q2-AB

SCALE

As indicated

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

STAFF QUARTER 2 UPPER ROOF & TOP ROOF FRAMING PLAN

DRG. NO.

FR-SQ2-05

ARCHITECT

STAFF QUARTER 2 UPPER ROOF LOADING KEY PLAN

STAFF QUARTER 2 GENERATOR ROOM LOADING KEY PLAN

STAFF QUARTER 2 TOP ROOF LOADING KEY PLAN

(SCALE= 1 : 200 )

Q2-AG Q2-AF Q2-AE Q2-AD Q2-AC Q2-AB

Q2-BG Q2-BF Q2-BD Q2-BC

BD REF NO.: 3/2023/20

Q2-BB

+244.43_TR/F

244430

+240.38_GEN RM

240380

+236.23_UR/F

236230

+232.68_R/F

232680

+228.99_19/F

228990

+225.49_18/F

225490

+221.99_17/F

221990

+218.49_16/F

218490

+214.99_15/F

214990

+211.49_14/F

211490

+207.99_13/F

207990

+204.49_12/F

204490

+200.99_11/F

200990

+197.49_10/F

197490

+193.99_9/F

193990

+190.49_8/F

190490

+186.99_7/F

186990

+183.49_6/F

183490

+179.99_5/F

179990

+176.49_4/F

176490

FOR INFORMATION ONLY

REVISION

+172.99_3/F

172990

+169.49_2/F

169490

+165.99_1/F

DATE

DESCRIPTION

PROJECT

PROPOSED DEVELOPMENT AT 142 POK FU LAM ROAD ON R.B.L. 925 FOR THE UNIVERSITY OF HONG KONG

DRG. TYPE

SUPERSTRUCTURE WORKS

(SCALE= 1 : 150 )

SECTION 3 (SCALE= 1 : 150 )

SCALE

1 : 150

DATE

SEP 2020

DESIGN

CLT

DRAWN

LPK

CHECKED

FWK

APPROVED TY DRG. TITLE

SECTION 1

CHK

SIGNATURE OF AP/RSE/RGE

SECTION 1 & 3 OF STAFF QUARTER 2

165990

GOVERNMENT APPROVAL

DRG. NO.

FR-SQ2-S-01

ARCHITECT

165990

REinFORCEMENT DETAILS

DRAWING REGISTER DRAWING NUMBER DR-01 FR-5892-09 3D-01 BS-01 BS-02 BE-LT-01 SL-25 CO-01 CO-02 WL-01 WL-02 ST-07 WT-02 PS-05 PS-06 3D-02 3D-03 3D-04 3D-05 3D-06 3D-07

DRAWING TITLE DRAWING REGISTER LOW ZONE LOWER TYPICAL (5/F TO 9/F) & 10/F FRAMING PLAN OVERALL 3D MODEL BUILDING SECTION BUILDING OUTER EDGE SECTION BEAM R.C. DETAIL FOR LOW ZONE TYPICAL FLOOR SLAB R.C. DETAIL FOR LOW ZONE TYPICAL FLOOR COLUMN R.C. DETAIL BEAM-COLUMN JOINT SCHEDULE WALL R.C. DETAIL (FOR TOWER) WALL R.C. DETAIL (FOR TOWER) STAIRCASE R.C. DETAIL WATER TANK R.C. DETAIL LOW ZONE TYPICAL P.T. SLAB DETAILS (X-X & Y-Y DIRECTION) & SECTIONS LOW ZONE TYPICAL P.T. SLAB DETAILS (X-X & Y-Y DIRECTION) & SECTIONS BEAM REINFORCEMENT MODEL SLAB REINFORCEMENT MODEL COLUMN REINFORCEMENT MODEL WALL REINFORCEMENT MODEL STAIRCASE REINFORCEMENT MODEL WATER TANK REINFORCEMENT MODEL

SIGN

REVISION -

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

APPROVED BKC DRG. TITLE

DRG. NO.

DRAWING REGISTER

DR-01

ARCHITECT

C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_TP_DRAWING REGISTER.rvt

DRAWING REGISTER 35

900 900

C10

900 900

LTS

+23.64

9315

500mm THK. COLUMN DROP

9315

(350) P.T.SLAB

500mm THK. COLUMN DROP

11515

400

3050



LTS13

LTB5

LTB7

7450

LTB9

LTB11 (400x700) 100 2200

4050

500mm THK. COLUMN DROP

3500

LTB1 (500x700)

LTS1

3150



2700

150 700

2700

300

LTS

500

125 500

(350) P.T.SLAB



+23.64

LTS11

925300

LTB17 (400x1000)

3395

BS-01

2575

LTS15

C13

900

8775

LTB8

7550

LTB10

4950

LTB12 (400x700)

LTB14 (400x700)

4050

3500

C15

600

400

110

NOTES: 1. ALL BEAMS TO BE 500mm(B) X 700mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLAB TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

(SCALE= 1 : 150 )

LTS

+23.64

9315

10215

9315

(350) P.T.SLAB

500mm THK. COLUMN DROP

500

1800 350

2700



110

1200 625

LTS16

2500

+23.75

LTB2 (500x700)

LTS2

2355

LTB18 (400x700)

LTB4 (600x700)

LTB6

500mm THK. COLUMN DROP

2700



UP24R

ST-2

DN24R DN24R LTB15 (400x700)

ST-1

2900

UP24R

LTB13 (400x700)

LTB3 (600x700)

500mm THK. COLUMN DROP

2700



600

350 1800

500

110

1125500

LTB16 (400x700)

5450

500mm THK. COLUMN DROP

1300 900 900

900 900

C11

FLOOR 9/F 8/F 7/F 6/F 5/F

LEVEL (mPD) +40.55 +36.35 +32.15 +27.95 +23.75

FLOOR LEVEL SCHEDULE:

LOW ZONE LOWER TYPICAL FRAMING PLAN

110

C12

2250

4075

625 1200

5280 1750

LTB26 (300x700)

1200 2740 900 900 9950

4840 5290 5560 6850

400 2700 400

LTB23 (300x700) 110

LTS14

LTB21 (400x700) LTB20 (600x700) W1

W7 LTB19 (600x700) LTB22 (400x700)

950 1800 10900 900 900 12900 1100 700

7700 14500 5475

LTB29 (400x700)

1500 750

LTS10

LTB24 LTB25 (400x700)

630 3620

LTS9

LTS7 LTS5 LTS3

LTB28 (700x700) W8 LTB27 (700x700) W2

1000

LTB30 (400x700) LTS4

LTS12 LTS8

LTB35 (400x700) W10 LTB34 (600x700) W9 LTB33 (600x700)

LTB31 (400x700) LTB32 (400x700)

4250

LTS6 110

600 7700 500 400

1500 750

1200 2740 1290 900 900 3100 400 5160 950 1800 10900 900 900 12900 1100 700

C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_TP_FRAMING.rvt

 

4 1



60/60/60

PROPOSED CUTAIN WALL (DENSITY = 7.0kN/m3) (UNDER SEPARATE SUBMISSION)

PROPOSED MASS CONC. FILL (DENSITY = 24.5kN/m3)

PROPOSED BEARING WALL/ HANGER WALL BELOW

PROPOSED BEARING WALL/ HANGER WALL ABOVE

PROPOSED STRUCTURE FLOOR LEVEL

PROPOSED COLUMN/WALL ABOVE

3.0

60/60/60

PROPOSED COLUMN/WALL BELOW AND ABOVE

2.0

LAVATARY

2.0

60/60/60

C1/W1

2.0

PANTRIES

2.0

60/60/60

PROPOSED COLUMN/WALL BELOW

2.0

E&M

2.0

60/60/60

F.R.P. (MINS)

C1/W1

2.0

LOBBY/WALKWAY STAIRCASE

2.0

7.5

L.L. (kPa)

C1/W1

2.0

OFFICE

LEGENDS:

2.0

OFFICE (FILING)

FINISH (kPa)

LEGEND

USAGE

LOAD INTENSITY:

(SCALE= 1 : 400 )

5/F TO 9/F LOADING DIAGRAM

C:\Users\oceanlau\Desktop\KLNOY\NKIL5982_CMW_STR_PD.rvt

GOVERNMENT APPROVAL

REVISION DATE DESCRIPTION

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

DRG. TYPE

SUPERSTRUCTURE WORKS

DRG. TITLE

LOW ZONE LOWER TYPICAL (5/F TO 9/F) & 10/F FRAMING PLAN

SCALE As indicated

DATE JUL 2020

DESIGN HCM

DRAWN KL

CHECKED MXJ

CHK

SIGNATURE OF AP/RSE/RGE

APPROVED BKC

DRG. NO.

ARCHITECT

FR-5892-09

LOW ZONE LOWER TYPICAL (5/F TO 9/F) & 10/F FRAMING PLAN 36

C:\Users\oceanlau\Desktop\KLNOY\NKIL5982_CMW_STR_PD.rvt

TOP R/F (+108.95)

108.95 UPPER R/F (+105.00) 105.00 R/F (+100.00) 100.00 25/F (+95.15) 95.15 23/F (+90.95) 90.95 22/F (+86.75) 86.75 21/F (+82.55) 82.55 20/F (+78.35) 78.35 19/F (+74.15) 74.15 18/F (+69.95) 69.95 17/F (+65.75) 65.75 16/F (+61.55) 61.55 15/F (+57.35) 57.35 12/F (+53.15) 53.15 11/F (+48.95) 48.95 10/F (+44.75) 44.75 9/F (+40.55) 40.55 8/F (+36.35) 36.35 7/F (+32.15) 32.15 6/F (+27.95) 27.95 5/F (+23.75) 23.75 3/F (+19.55) 19.55

2/F (+14.10) 14.10 1/F (+9.30) 9.30 G/F (+4.65) 4.65

B1/F (-2.10) -2.10 B2/F (-6.00) -6.00 B3/F (-9.90) -9.90 B4/F (-13.80) -13.80 FDN (-14.80) -14.80

REVISION DATE

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

BUILDING SECTION

DESIGN

DATE

SCALE

MXJ

HCM

JUL 2020

1 : 250

(SCALE= 1 : 250 )

3D MODEL & building section 37 BY

DRAWN

DESCRIPTION

CHECKED

BS-01

APPROVED BKC

DRG. NO.

DATE

(SCALE= 1:200 )

PROJECT

PROPOSED COMMERCIAL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

DRG. TYPE

SUPERSTRUCTURE WORKS

DRG. TITLE

BUILDING SECTION

ARCHITECT

REVISION

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCIAL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

DRG. TYPE

SUPERSTRUCTURE WORKS

DRG. TITLE

OVERALL 3D MODEL

TOP R/F (+108.95)

108.95 UPPER R/F (+105.00)

105.00

R/F (+100.00)

100.00

25/F (+95.15)

95.15

23/F (+90.95)

90.95

22/F (+86.75)

86.75

21/F (+82.55)

82.55

20/F (+78.35)

78.35

19/F (+74.15)

74.15

18/F (+69.95)

69.95

17/F (+65.75)

65.75

16/F (+61.55)

61.55

15/F (+57.35)

57.35

12/F (+53.15)

53.15

11/F (+48.95)

48.95

10/F (+44.75)

44.75

9/F (+40.55)

40.55

8/F (+36.35)

36.35

7/F (+32.15)

32.15

6/F (+27.95)

27.95

5/F (+23.75)

23.75

3/F (+19.55)

19.55

REVISION

DATE

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

2/F (+14.10)

14.10

1/F (+9.30)

9.30

PROJECT

PROPOSED COMMERCIA DEVELOPMENT AT NKIL 5982, KAI HING R KOWLOON BAY. DRG. TYPE

SUPERSTRUCTURE WOR DRG. TITLE

BUILDING OUTER EDGE S

OUTER EDGE A-A

OUTER EDGE B-B

OUTER EDGE C-C

(SCALE= 1 : 250 )

C:\Users\oceanlau\Desktop\KLNOY\NKIL5982_CMW_STR_PD.rvt

ARCHITECT

BUILDING OUTER EDGE SECTION 38

LTB1(500X700)

3500

LTB2(500X700)

3220

3500

LTB3(600X700)

LTB4(600X700)

1-1

2-2

3-3

4-4

3220

5 -T16

5 -T20

5 -T16

5 -T20 700

5 -T20

5 -T20 T10-250 D.S.

600

500

3220

5 -T20

500

700

5 -T32 T10-250 D.S.

T10-250 D.S.

T10-250 D.S 3500

700

5 -T32

10T-250 D.S. 3500

700

5 -T32

700

5 -T32

700

5 -T32

T10-250 D.S.

8100

500

LTB6(500X700)

5-5

8100

8350

LTB5(500X700)

500

T10-250 D.S.

6-6

LTB7(500X700)

7-7

3220

5 -T16

3580

5 -T25

700

5 -T25

LTB20

5 -T20

4 -T16

IONS

LTB10(500X700)

9-9

700

REVISION

4 -T20

4 -T16 T10-250 D.S.

LTB11(400X700)

400

W10

4950

LTB12(400X700)

11-11

400

12-12

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

4 -T16 T10-250 D.S

T10-250 D.S.

2200

10-10

4 -T16

4 -T20

CHK

500

8350

LTB9(500X700)

700

500

T10-250 D.S.

8100

8-8

LTB34

5 -T25

T10-250 D.S.

8350

LTB8(500X700)

DESCRIPTION

LTB28

5 -T25

500

T10-250 D.S.

700

1440

5 -T20

4425

LTB13(400X700)

400

13-13

SIGNATURE OF AP/RSE/RGE

1 : 250 JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

2600

4 -T32

PROJECT

4 -T25

700

4 -T32

700

SCALE DATE

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

APPROVED BKC

4 -T32

DRG. NO.

BS-02

T10-200 D.S.

7450

W10

400

4 -T25 T10-250 D.S.

LTB30

DRG. TYPE

400

LTB15(400X700)

15-15

DESIGN

HCM

DRAWN

CHECKED

MXJ

APPROVED BKC

7350

BEAM R.C. DETAIL FOR LOW ZONE TYPICAL FLOOR

14-14

1 : 50 JUL 2020

SUPERSTRUCTURE WORKS DRG. TITLE

LTB14(400X700)

SCALE DATE

DRG. NO.

BE-LT-01

ARCHITECT

BEAM R.C. DETAIL FOR LOW ZONE TYPICAL FLOOR 39

T10 -250

T10 -200

T10 -250

LTB22

LTB25

T10 -250

T10 -150

T10 -250

T10 -150

LTB4

LTB6

T10 -250

T10 -150

LTB8

2550

LTS4 (200)

3145

LTS6 (200)

T10 -250

T10 -300

T10 -250

LTB24 4625

LTS13 (200) S.W.

T10 -250

T10 -150

LTB12

T10 -150

LTB13

LTB26

T10 -250

LTB30

LTB31

2505

1120

LTS14 (200) S.W.

LTS15 (200) S.W.

T10 -200

LTB12

LTB4 3100

LTS12 (200) S.W.

T10 -175

T10 -250

T10 -200

T10 -250

LTB23

LTS9 (200)

T10 -250

LTS11 (200) S.W.

T10 -250

LTB15

T10 -250

2100

T10 -250

LTB11 3095

LTS7 (200)

T10 -250

T10 -150

LTB9 3145

T10 -250

LTS10 (200)

T10 -200

LTB21

T10 -150

T10 -250

LTB7

3095

LTS8 (200)

T10 -200

T10 -250

T10 -150

T10 -250

LTS5 (200)

LTB10

3120

T10 -250

T10 -150

T10 -250

T10 -150

3120

LTS3 (200)

T10 -250

T10 -150

T10 -250

T10 -150

LTB5 2550

LTS2 (200)

T10 -150

T10 -250

T10 -150

LTB3

LTB32

T10 -150

T10 -250

T10 -150

T10 -250

T10 -200

3300

LTS1 (200)

T10 -250

LTB29

3300

T10 -250

T10 -200

T10 -250

T10 -200

T10 -175

T10 -250

LTB31

LTB35 3555

LTS16 (200) S.W.

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SCALE

1 : 30

DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS APPROVED BKC DRG. TITLE

SLAB R.C. DETAIL FOR LOWER TYPICAL FLOOR

DRG. NO.

SL-25

ARCHITECT

SLAB R.C. DETAIL FOR LOW ZONE TYPICAL FLOOR 40

C6 LEGEND : COUPLE SHALL BE BOSA

STAGGRED LAP

10/F TO 5/F

LINKS IN CRITICAL ZONE

NOTES : 1. TYPICAL DETAILS FOR CRITICAL REGIONS IN COLUMN REFER TO DRAWING NO. CO-PD-01. 2. TYPICAL STAGGRED LAP DETAIL IN COLUMN REFER TO DRAWING NO. CO-PD-01.

SECTION

1800x1800

VERTICAL BARS

112T32 (2.78%)

BINDERS IN TYPICAL REGION

T10 - 300

BINDERS IN CRITICAL REGION

T10 - 150

CRITICAL REGION, H(mm)

H = 2700

C10

C11

10/F TO 5/F

SECTION

1800x1800

VERTICAL BARS

112T32 (2.78%)

BINDERS IN TYPICAL REGION

T10 - 300

BINDERS IN CRITICAL REGION

T10 - 150

CRITICAL REGION, H(mm)

H = 2700

10/F TO 5/F

C12

C13

C15

10/F TO 5/F REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SECTION

1800x2250

SECTION

1200x1200

900X1000

1200x1200

VERTICAL BARS

128T32 (2.542%)

VERTICAL BARS

32T40 (2.793%)

26T32 (2.323%)

32T40 (2.793%)

BINDERS IN TYPICAL REGION

T10 - 300

BINDERS IN TYPICAL REGION

T10 - 300

BINDERS IN CRITICAL REGION

T10 - 150

BINDERS IN CRITICAL REGION

T10 - 150

CRITICAL REGION, H(mm)

H = 2700

CRITICAL REGION, H(mm)

H = 2700

H = 2700 SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE

As indicated

DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

APPROVED BKC DRG. TITLE

DRG. NO.

COLUMN R.C. DETAIL

CO-01

ARCHITECT

COLUMN R.C. DETAIL 41

COLUMN JOINT SCHEDULE

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS APPROVED BKC DRG. TITLE

BEAM-COLUMN JOINT SCHEDULE

DRG. NO.

CO-02

ARCHITECT

BEAM-COLUMN JOINT SCHEDULE 42

BINDERS:

VERTICAL SPACING

T10 - 200

2700

500 125

2575

2700

500

400

600

500

400

1st LAYER

2nd LAYER

VERTICAL BAR

HORIZONTAL BAR

BINDER

400

HORIZONTAL BARS VERTICAL BARS

1125

500

TYPICAL DETAIL OF WALL

HORIZONTAL BARS

VERTICAL BARS

TYPICAL DETAIL OF WALL

FOR VERTICAL BARS SPACING < OR = 200 (N.T.S)

400

HORIZONTAL BARS

(N.T.S)

VERTICAL BARS

7700

HORIZONTAL BARS VERTICAL BARS

400

4840

440

2 VERTICAL BARS

400

HORIZONTAL BARS

400

VERTICAL BARS

400

500

400

3100

HORIZONTAL BARS

500

2700

500 125

2575

2700

500 400

400

(BASEMENT 4 TO ROOF)

400

2500

(BASEMENT 1 TO 19/F)

400

625

(BASEMENT 1 TO 19/F)

(BASEMENT 1 TO TOP ROOF)

W10 (3/F TO ROOF)

LEGEND: E

925

400

630

400

625

400

VERTICAL BARS

400

3050

100

3150

CHK

300

400

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

DESCRIPTION

400

625 400

DATE

VERTICAL BARS

3 400

REVISION

GOVERNMENT APPROVAL

HORIZONTAL BARS

VERTICAL BARS

2700

VERTICAL BARS

HORIZONTAL BARS 4250

HORIZONTAL BARS

3620

4250

HORIZONTAL BARS HORIZONTAL BARS

300

400

600

CONFINED BOUNDARY ELEMENT

2700

150

400

700

400

600

400

625

400

(3/F TO ROOF)

(3/F TO UPPER ROOF)

(3/F TO ROOF)

DRG. TYPE

SCALE

1 : 50

DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS

(3/F TO ROOF)

APPROVED BKC DRG. TITLE

WALL R.C. DETAILS

DRG. NO.

WL-01

ARCHITECT

WALL R.C. DETAIL ( FOR TOWER ) 43

BINDERS: T10 - 200

WALL SCHEDULE

VERTICAL SPACING

1st LAYER 2nd LAYER VERTICAL BAR

HORIZONTAL BAR

BINDER

TYPICAL DETAIL OF WALL

TYP

FOR VERTICAL BARS SPACING < OR = 200 (N.T.S)

LEGEND: CONFINED

REVISION

DATE

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

WALL R.C. DETAIL schedule 44

DRAWN KL

SCALE 1 : 50

DATE JUL 2020

C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_TP_STAIRCASE.rvt HCM 1325

325

1650

(SCALE= 1 : 50 )

SECTION B-B

T16 -125

(200)

1850

URB

500

1125

100.00

R/F (+100.00)

105.00

9.30

1/F (+9.30)

14.10

2/F (+14.10)

URB

800

1200

URB

3290

25B

L DETAIL OF WALL

(SCALE= 1 : 50 )

T16 -125

T16 -125 T16 -125

SECTION A-A

T16 -125 T16 -125

(200)

CHK

(200)

T16 -125 T16 -125

(200)

UPPER R/F (+105.00)

300

(200)

REVISION DATE

PROJECT

PROPOSED COMMERCIAL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

DRG. TYPE

SUPERSTRUCTURE WORKS

DRG. TITLE

STAIRCASE R.C. DETAIL

T16 -125 T16 -125

DESCRIPTION BY

SCALE 1 : 50

DATE JUL 2020

DESIGN HCM

DRAWN KL

CHECKED MXJ

(SCALE= 1 : 50 )

STAIRCASE ST-2

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

1650

5/F TO 20/F

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

T16 -125 T16 -125

(200)

2790

400

5000

LEGEND : 180mm THK. H.W. / B.W.

4.65

G/F (+4.65)

9.30

1/F (+9.30)

14.10

2/F (+14.10)

19.55

3/F (+19.55)

23.75

5/F (+23.75)

95.15

25/F (+95.15)

100.00

R/F (+100.00)

105.00

UPPER R/F (+105.00)

CHK

DESIGN BY

ION

JUL 2020

UNDARY ELEMENT 4850

HCM

BINDER 4200

HORIZONTAL BAR 5450

DATE

MXJ

VERTICAL BAR 4800

DESIGN

PTION BY

DRAWN

(N.T.S)

SCALE

CHECKED

2nd LAYER 4650

4800

5000

3D-01 APPROVED BKC

DRG. NO.

1st LAYER

GOVERNMENT APPROVAL

CHK

SIGNATURE OF AP/RSE/RGE

APPROVED BKC

DRG. NO.

ARCHITECT

ST-07

STAIRCASE R.C. DETAIL 45

1500

110 250 140

250 250

820



 

3890

250 250

510

2200

T12 -150



250 250

W2B





250 250

2200

250 250

T12 -100



WT- 04 4000 L FLUSHING WATER SUMP TANK



250 250



4300

 

250 250

3890

W2A

 WT- 03 2X3000 L POTABLE WATER SUMP TANK



 

510

250 250

W2A

250 250





 250 250

1500



 WT- 04 4000 L FLUSHING WATER SUMP TANK

250 250 250

8 W2A

250 250

WT- 03  2X3000 L POTABLE WATER SUMP TANK 

4300

 



W2A

1180



1180



T12 -150





820

T12 -100

1500



250 250 250



 

250 250

1500

W2C

250 250

110 250 140

 



W2C



 



  







W2B

LEGEND :





  













W2C

50mm THK. CONCRETE PLINTH



W2C REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SECTION PLAN FOR WT-03 & WT-04

G/F +4.50

GB 250 200

200 250

GB 560

3940

T12 -200 T12 -200

250 200

CMS

T12 -200 T12 -200

1000

T12 -200 T12 -200

C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_WATER TANK.rvt

250 200

2300

PROJECT

T12 -150

T12 -100 T12 -150

T12 -150

(FOR WT-03)

GB 4300

200 250

T12 -100

T12 -200 MS T12 -200 MB

SECTION W2A-W2A

DW62

LV-1.10mPD +1.00

CMS

T12 -100 T12 -150

T12 -150

200 50 200

LV-1.10mPD +1.00

870

T12 -100

T12 -100 1000

T12 -100 DW62

1000

T12 -100

1000

800

T12 -150

800

T12 -100 T12 -150

T12 -200 T12 -200 1230

GB 200 250

T12 -200 T12 -200 200 250

150

1600

400 150

200 250 200

1200

T12 -200 1600

400 150

GB 110 90 250

SIGNATURE OF AP/RSE/RGE

T12 -150

SUPERSTRUCTURE WORKS DRG. TITLE

T12 -200 MS T12 -200

WATER TANK R.C. DETAIL

MB MB

SECTION W2B-W2B

SECTION W2C-W2C

(FOR WT-04)

(FOR WT-03 & WT-04)

SCALE

1 : 50

DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

APPROVED BKC

MS MB

PROPOSED COMMERCIAL DEVELOPMENT DW60 AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

200 50 200

T12 -200

1000

150

TOP PLAN FOR WT-03 & WT-04

1200

200 50 200

DRG. NO.

WT-02

ARCHITECT

WATER TANK R.C. DETAIL 46

7 2375

3100

2700

T12 -200 (T2)

8900

T12 -100 (T2)

TLL

TAL

T12 -200 (B1)

TLL

T12 -100 (B1)

T12 -200 (T2) T12 -200 (T1)

T12 -100 (T1)

TLL

TAL

T12 -200 (B1) T12 -200 (B2)

T12 -100 (B2)

4800

T12 -100 (T2)

T12 -200 (T1)

TAL

T12 -200 (B2)

2900

T12 -200 (T2)

T12 -100 (T1)

T12 -200 (T1)

2900

TLL

T12 -200 (B1)

T12 -100 (B1) T12 -100 (B2)

T12 -200 (B2)

SECTION 3A-3A (1) (SCALE= 1 : 50 )

4 2100

4750

3 1050

2390

T12 -100 (T2) T12 -100 (T1)

T12 -200 (T2) T12 -200 (T1) TLL

2900

TLL

TAL

T12 -100 (T2) T12 -200 (T1) TAL

T12 -200 (B1) T12 -200 (B2)

T12 -100 (B1) T12 -100 (B2)

1940

T12 -100 (T2) T12 -100 (T1)

T12 -200 (T1) TAL

T12 -200 (B1)

2900

T12 -200 (T2)

TAL

T12 -200 (B2)

4510

TLL

T12 -200 (B1) T12 -200 (B2)

T12 -100 (B1) T12 -100 (B2)

SECTION 3A-3A (2) (SCALE= 1 : 50 )

1300

2900

5665

1650

4075

T12 -200 (T1) T12 -200 (T2)

T12 -100 (T1) T12 -100 (T2)

TAL

5375

T12 -200 (T1)

T12 -100 (T1) T12 -100 (T2)

TLL

TAL

T12 -200 (T2)

TAL

T12 -200 (B2)

T12 -100 (B2) T12 -100 (B1)

TLL

T12 -200 (B2) T12 -200 (B1)

T12 -100 (B2) T12 -100 (B1)

T12 -200 (B1)

REVISION

SECTION 3B-3B (1)

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

(SCALE= 1 : 50 )

F 4625

4150

G 1650

5665

2900

H 1300 SIGNATURE OF AP/RSE/RGE

T12 -200 (T1)

T12 -100 (T1)

T12 -200 (T1)

T12 -100 (T2)

T12 -200 (T2)

TLL

TAL

T12 -100 (T1)

T12 -200 (T2) TAL

TLL

T12 -100 (T2) TLL

TAL PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. T12 -200 (B2) T12 -200 (B1)

T12 -100 (B2)

T12 -200 (B2) T12 -200 (B1)

T12 -100 (B1)

T12 -100 (B2) T12 -100 (B1)

DRG. TYPE

SCALE

1 : 50

DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS APPROVED BKC DRG. TITLE

SECTION 3B-3B (2)

LOW ZONE TYPICAL P.T. SLAB DETAILS (X-X & Y-Y DIRECTION) & SECTIONS

DRG. NO.

PS-06

ARCHITECT

(SCALE= 1 : 50 )

LOW ZONE TYPICAL P.T. SLAB DETAILS (X-X & Y-Y DIRECTION) & SECTIONS 47

2 T12 -100 (B2)

T12 -100 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -100 (B2)

T12 -100 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -100 (B2)

T12 -100 (T2)

T12 -200 (B2)

T12 -200 (T2)

 T12 -100 (B2)

T12 -100 (T2)

3B T12 -200 (B2)

T12 -200 (T2)

420

TAL 420

420

 

420



420



 

420



 

420



356

TAL

TLL

TAL

TLL

4815



T12 -200 (B2)

T12 -100 (B1) T12 -100 (T1) T12 -200 (T2)

TLL

 

TLL

4815

 



 

TLL

 

TLL

4815

 T12 -200 (B1)

T12 -200 (T1)

1940 580

TLL

850

TLL

TAL

058

TAL



3125





125

















TLL

T12 -200 (B2)

T12 -200 (T2)

TAL

580



 

 



   









 

TLL

TAL

 

 





590



TLL

 

 TLL

T12 -100 (B1) T12 -100 (T1)



 

 







 

  

TAL

TLL







058

052

TAL

TLL



TLL

 

T12 -100 (T1)

T12 -100 (B1)

058

NOTES: 1. ALL BEAM TO BE 500mm(B) X 700mm(D), UNLESS OTHERWISE SPECIFIED. 2. ALL SLAB TO BE 200mm THICK, UNLESS OTHERWISE SPECIFIED.

TLL

TAL

TLL

 



10215





1548

TLL

TAL

TLL

TAL

 

TLL

 

TLL



TLL

 

 

1548

T12 -200 (B1)

T12 -200 (T1)

T12 -100 (B1)

TLL

 T12 -100 (T1) 

879









251

2531

879

350

TAL

T12 -200 (B1) TLL TAL







2531

17302

T12 -200 (B1)

T12 -200 (B2)

T12 -200 (T1)





T12 -200 (T2)

 











 



 



17302

T12 -200 (T1)









 







 





 

8775

TOP & BOTTOM REFORCEMENT LAYOUT PLAN AT LOW ZONE TYPICAL (5/F TO 9/F)



T12 -100 (T1)

T12 -100 (B1)

TAL

 

350



TLL

T12 -200 (B1)

T12 -200 (T1)







5450



 

 

 

 

520

T12 -100 (B1) T12 -100 (T1)

520



 

4075



10215



TAL

 

580

   

4840 5290 5560 6850 7700 14500 5475

TLL TLL

TLL TLL TAL TAL

    

TLL 787 799 TAL TLL TLL TAL

  

580 058 058 53

058 058 53

TLL TLL

   058

1940 580 069 058 069 058 508 540

069 058

845

TLL

    

  

 

  

 

 

1300

6250

069

1975

02 508

  TLL TAL

058 508 540 845 1975

02 508

TLL TLL TLL TLL

TLL

  6250

 









    



   



 



     



 

  

 

     

 TLL

 

TAL TAL TLL

508 6250

508 6250 1975

TLL

TAL

TLL TLL

1940 580

6250

 TLL

 

  6250

  1975

058

  

   

1940 089 580 2375

TLL TAL TLL

058

580 069 058 069 058

TLL TLL TLL

069 058 069 058 089 580 2375

TAL TLL

TLL

TLL TAL TAL TLL TLL TAL TAL TLL TLL

TAL TAL TLL

042

1300

T12 -200 (B2)

T12 -200 (T2)

T12 -100 (B2)

T12 -100 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -100 (B2)

T12 -100 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -200 (B2)

T12 -200 (T2)

T12 -200 (B2)

T12 -100 (B1)

T12 -100 (T1)

 





 



 



 

580 058 058 580

3A 3A

580 058 058 580



   

  

  

    



BEAM REINFORCEMENT MODEL

LEGEND: C

S.F.L.

TAL / TLL

REVISION

PROPOSED COLUMN / WALL BELOW

PROPOSED COLUMN / WALL ABOVE

PROPOSED COLUMN / WALL BELOW & ABOVE

PROPOSED STRUCTURAL FLOOR LEVEL

PROPOSED TOP REINFORCEMENT

PROPOSED BOTTOM REINFORCEMENT

PROPOSED REINFORCEMENT LAP LENGTH

GOVERNMENT APPROVAL

DATE

DESCRIPTION BY CHK

GOVERNMENT APPROVAL

DESCRIPTION BY CHK

SIGNATURE OF AP/RSE/RGE

SIGNATURE OF AP/RSE/RGE PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY.

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT DRG. TYPE AT NKIL 5982, KAI HING ROAD, SUPERSTRUCTURE WORKS KOWLOON BAY.

LOW ZONE TYPICAL P.T. SLAB DETAILS (X-X & Y-Y DIRECTION) & SECTIONS

DATE

SCALE JUL 2020

DESIGN

SCALE DRAWN

HCM

1 : 100 KL

DATE CHECKED JUL 2020 MXJ

DRG. TITLE

HCM DESIGN APPROVED BKC

DRAWN DRG. NO.

BEAM REINFORCEMENT DRG. TYPE

MODEL SUPERSTRUCTURE WORKS

3D-02 MXJ CHECKED

ARCHITECT APPROVED BKC

DRG. TITLE DRG. NO.

ARCHITECT

PS-05

BEAM REINFORCEMENT MODEL 48

TAL

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

SLAB REINFORCEMENT MODEL

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS APPROVED BKC DRG. TITLE

SLAB REINFORCEMENT MODEL

DRG. NO.

3D-03

ARCHITECT

SLAB REINFORCEMENT MODEL 49

COLUMN REINFORCEMENT DETAIL REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS APPROVED BKC DRG. TITLE

COLUMN REINFORCEMENT MODEL

DRG. NO.

3D-04

ARCHITECT

COLUMN REINFORCEMENT MODEL

COLUMN REINFORCEMENT MODEL 50

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCAIL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

SUPERSTRUCTURE WORKS APPROVED BKC DRG. TITLE

WALL REINFORCEMENT MODEL

DRG. NO.

3D-05

ARCHITECT

WALL REINFORCEMENT MODEL 51

DRG. TITLE

WALL R.C. DETAIL (FOR TOWER) ARCHITECT

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCIAL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

APPROVED BKC DRG. TITLE

STAIRCASE REINFORCEMENT MODEL

DRG. NO.

3D-06

ARCHITECT

STAIRCASE REINFORCEMENT MODEL C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_TP_STAIRCASE.rvt

STAIRCASE REINFORCEMENT MODEL 52

DRG. NO.

WL-02

REVISION

DATE

DESCRIPTION

CHK

GOVERNMENT APPROVAL

SIGNATURE OF AP/RSE/RGE

PROJECT

PROPOSED COMMERCIAL DEVELOPMENT AT NKIL 5982, KAI HING ROAD, KOWLOON BAY. DRG. TYPE

SUPERSTRUCTURE WORKS

SCALE DATE

JUL 2020

DESIGN

HCM

DRAWN

CHECKED

MXJ

APPROVED BKC

WATER TANK REINFORCEMENT MODEL

DRG. TITLE

WATER TANK REINFORCEMENT MODEL

DRG. NO.

3D-07

ARCHITECT

C:\Users\oceanlau\Desktop\KLNOY\REINFORCEMENT\NKIL5982_CMW_STR_WATER TANK.rvt

WATER TANK REINFORCEMENT MODEL 53

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