D AT XX AU WIDE · 1 .code of practice for fire safety in building 2011 to be complied with 2. design manual barrier free access 2008 to be complied with. exit sign at high level

90mm (W) x 150mm (H) spacefor BD's approval stamp /certification of copies ofapproved plans(PNAP ADM-10 APP A)

90mm (W) x 60mm (H) spacefor AP/RSE/RGE'ssignature/ and stamp chop

BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01

-DRAWING NO. REV. NO.

PROPOSED 20-STOREYRESIDENTIAL BUILDING OVER3-STOREY PODIUM AT TKO

A001

N.T.S.(A1)SCALE

Rev. Date Amendment Purpose

90mm (W) x 40mm (H) spacefor COMPANY LOGO

SOURCE

DRAWING TITLE

SITE PLAN AND NOTES

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

Abbreviation Full Name

@H/L AT HIGH LEVEL

@L/L AT LOW LEVEL

ACPF AIR CONDITIONER PLATFORM

ACPR AIR CONDITIONING PLANT ROOM

AF ARCHITECTURAL FEATURE

AHU AIR HANDLING UNIT ROOM

AP ACCESS PANEL

BAL BALCONY

BHR BUILDING HEIGHT RESTRICTION

BR BEDROOM

C/C CENTRE TO CENTRE

CAP CAPACITY

CB CANTILEVERED BEAM

CL CAT LADDER

CLA COVERED LANDSCAPE AREA

CLD CLADDING

CMC CHECK METER CABINET

COA COMMON AREA

COF COMMON FLAT ROOF

CORR CORRIDOR

CS CANTILEVERED SLAB

CSB CANTILEVERED SLAB BALCONY

CSC COVERED SURFACE CHANNEL

CW CURTAIN WALL

CWPR CLEANSING WATER PUMP ROOM

DG DANGEROUS GOODS STORE

DI DRENCHER INLET

DOM DOMESTIC

DR DOOR

EGR EMERGENCY GENERATOR ROOM

ELR ELECTRIC ROOM

ENT ENTRANCE

EVCR ELECTRIC VEHICLE CHARGER ROOM

FAI FRESH AIR INLET

FBG FIBREGLASS

FCC FIRE CONTROL CENTRE

FCG FIXED CLEAR GLASS

FLA FLUE APERTURE

FLAV FEMALE LAVATORY

FLL FIREMAN LIFT LOBBY

FMCR FEMALE CHANGING ROOM

FPR FILTRATION PLANT ROOM

FS FIRE SERVICE

FSCR FIRE SERVICE CONTROL ROOM

GB GLASS BALUSTRADE

GMC GAS METER CABINET / CHAMBER

GW GLASS WALL


GYM GYMNASIUM

ICOFINACCESSIBLE COMMON FLAT ROOF

(FOR MAINTENANCE ONLY)

IFRINACCESSIBLE FLAT ROOF

(FOR MAINTENANCE ONLY)

IRR IRRIGATION

KIT KITCHEN

L/UL LOADING / UNLOADING

LAV LAVATORY

LCL LOCKABLE CAT LADDER

LFS LIFT SHAFT

LIV / DIN LIVING & DINING

LL LIFT LOBBY

LMR LIFT MACHINE ROOM

M BATH MASTER BATHROOM

MB METAL BALUSTRADE

MBR MASTER BED ROOM

MCR MALE CHANGING ROOM

MFXR MULTI FUNCTION ROOM

ML METAL LOUVRE

MLAV MALE LAVATORY

MSFL MEAN SITE FORMATION LEVEL

MSL MEAN STREET LEVEL

MVALMECHANICAL VENTILATION & ARTIFICIAL

LIGHTING

MW MAINTENANCE WINDOW

NDOM NON-DOMESTIC

O KIT OPEN KITCHEN

OCO OWNERS' COMMITTEE OFFICE

P PLANTER

PAU PRIMARY AIR HANDLING UNIT

PD PIPE DUCT

PFWTPRPOTABLE & FLUSHING WATER TANK

& PUMP ROOM

PRM PUMP ROOM

PRPW PARAPET WALL

RC REINFORCED CONCRETE

RHP RECTANGULAR HORIZONTAL PLANE

RM ROOM

RRF RESIDENTS' RECREATIONAL FACILITIES

RSMRCREFUSE STORAGE & MATERIAL RECOVERY

CHAMBER

RSMRRREFUSE STORAGE & MATERIAL RECOVERY

ROOM

RT

ROOF TILES WITH WATERPROOF MEMBRANE

FELT ON CEMENT SAND SCREEDING LAID TO

FALL


SCLD STONE CLADDING

SC SITE COVERAGE

SFH STREET FIRE HYDRANT

SH SHOWER

SI SPRINKLER INLET

SKP SUNKEN PLANTER

SML SMOKE LOBBY

SPR SPRINKLER

SS STAINLESS STEEL

STO STORE

SVI SMOKE VENT INLET

SVO SMOKE VENT OUTLET

SWMP SWIMMING POOL

T/ TOP OF

TBETELECOMMUNICATION AND BROADCASTING

EQUIPMENT

TD TRAVEL DISTANCE

TDR TRAP DOOR

TL TOP LEVEL

TLD TELEPHONE DUCT

TOS TOP OF SOIL

TP TRANSFER PLATE

TPA TRANSFER PLATE ABOVE

TPB TRANSFER PLATE BELOW

TRS TEMPORARY REFUGE SPACE

TX TRANSFORMER

UFA USABLE FLOOR AREA

UFS USABLE FLOOR SPACE

UP UTILITY PLATFORM

UTR UTILITY ROOM

WC WATER CLOSET

WL WATER LEVEL

WMC WATER METER CABINET

WPRML WATERPROOF METAL LOUVRE

WPT WATER POINT

WT WATER TANK

D C

BA

XX STREET (12.800 m WIDE)

XX ROAD (OVER 15m WIDE)

5.14.8

4.0

XX街

XX道

67208

BLOCK PLAN 1 : 500

368083782

1

67214

XX S

TREE

T (O

VER

15m

WID

E)XX

街

4.2

4.95

SUBJECT SITET.K.O.T.L. 39, SS. 6 S.Q.R.P.

Z XY

N

RUN IN / OUT

XX STREET (12.8 m WIDE)

XX ROAD

X X 街

XX道

LOCATION PLAN 1 : 2000

A

D C

B

SUBJECT SITE

N

XX S

TREE

TXX

街

BOUNDARY COORDINATESHong Kong 1980 Grid Coordination

POINT

ABCD

E (m)

840500.821840499.808840463.000840463.000

N (m)

816511.001816578.208816578.208816511.000

FIRE SERVICES NOTES :

Fire Hydrant/Hose Reel System

1. Fire hydrant/hose reel system shall be provided for the entire building in accordance with FSI Code and Circular Letter no. 2/2013.

2. One 36m3 FS tank with FS pump set shall be provided on B1/F.

3. There shall be sufficient hydrants and hose reels on each floor to ensure that every part of the building can be reached by a length

of not more than 30m of Fire Services hose and hose reel tubing.

4. All FS inlets shall be inter-connected.

Sprinkler System

1. Sprinkler system shall be provided in accordance with the LPC Rules incorporating BS EN 12845: 2003, Circular Letters no. 3/2006

and 3/2012 to protect the G/F-2/F except E & M plant rooms.

2. The hazard group of the sprinkler system :-

OH 3 for basement floors to 2/F;

OH 1 for 3/F to 22/F.

3. One 107m3 sprinkler water tank and sprinkler pump set shall be provided on B2/F.

4. Sprinkler system signal shall be transmitted to the Fire Services Communications Centre via a direct telephone link.

5. Fast response type sprinkler heads shall be provided for the basement floors.

6. Fast response type sprinkler heads shall be provided and extended to 2 floors above/below non-domestic floors (3/F-4/F) for

staircase connecting the domestic and non-domestic portion of the development.

Fire Alarm System

Fire alarm system shall be provided to the entire building. One actuating point and one audio warning device shall be provided at each hose

reel point. Visual fire alarm system shall be provided in accordance with current Design Manual: Barrier Free Access 2008 and Circular Letter

no. 2/2012. This actuating point shall include facilities for fire pump start and audio/visual warning device initiation.

Fire Detection System

1. Fire detection system shall be provided in accordance with BS 5839 Part I: 2002 + A2: 2008, Circular Letters no. 1/2009, 3/2010 and

2/2012 as follows: -

smoke detectors shall be provided in area not covered by automatic fixed installation.

heat detectors shall be provided for all E/M plant rooms of the entire building / G/F to 2/F.

the entire basement area shall be covered by fire detection system except car parking area.

2. Main fire alarm panel shall be provided inside the Fire Control Centre. All fire alarm signals including manual and AFA signals shall

be connected to Fire Services Communications Centre through direct telephone link.

Emergency Generator

An independently powered generator of sufficient electrical capacity shall be provided to meet the fire service installations and fireman‘s lifts.

Secondary power supply

The secondary electricity supply shall be arranged to be tee-off before the incoming main switch for the essential FSI service.

Exit Sign

Sufficient directional sign and exit sign shall be provided to ensure that all exit routes from any floor within the building are clearly indicated as

required by the configuration of staircases serving the building / public areas to staircases are clearly indicated in accordance with FSI Code

and Circular Letter no. 5/2008.

Emergency Lighting

Sufficient emergency lightings shall be provided throughout the entire building and all exit routes leading to ground level / to all staircases,

passages and public areas including lift lobbies on all floors and refuge areas in accordance with FSI Code, BS 5266 Part I: 2011 and BS EN

1838: 2013.

Portable Hand-operated Approved Appliance

Portable fire extinguishers shall be provided as indicated on plan.

Ventilation/Air Conditioning Control System

A ventilation / air conditioning control system shall be provided to stop mechanically induced air movement within a designated fire compartment.

Fire Shutter

Fire shutters shall be provided as indicated on plans and operated by smoke detectors and the manual control devices on both sides of wall

opening for automatic and manual operation respectively in accordance with FSI Code.

FS Requirement for Open Kitchen

1. Smoke detector(s) fitted with sounder base shall be provided inside the flat with open kitchen. The alarm signal of the smoke

detector(s) shall be connected to the local fire services control panel of the building and shall not be linked to Fire Services

Communications Centre.

2. Smoke detector(s) shall be provided at the common area outside the flat with open kitchen. The alarm signal of the smoke detector(s)

shall be connected to the local fire services control panel and Fire Services Communications Centre.

3. Sprinkler head(s) shall be provided to cover the notional open kitchen area. The alarm signal of the system shall be connected to

the local fire services control panel and the Fire Services Communications Centre.

DRAWING LIST

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

Drawing No.A001

A002

A003

A004

A005

A006

A007

A011

A012

A013

A014

A015

A021

A022

A023

A024

A031

A032

A033

C041

C042

C051

C052

C053

C054

C055

C056

C057

C061

C062

C063

C071

C072

C073

Drawing TitleSITE PLAN AND NOTES

TYPICAL DETAILS

BASEMENT 2 FLOOR PLAN


GROUND FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

TYPICAL FLOOR PLAN (4/F TO 22/F)

MAIN ROOF PLAN

UPPER ROOF 1 FLOOR PLAN (UR1F)


TOWER ELEVATION A

TOWER ELEVATION B

TOWER ELEVATION C

TOWER ELEVATION D

PODIUM SECTION 1-1

PODIUM SECTION 2-2

TOWER SECTION 3-3 & 4-4

CALCULATIONS

SCHEDULE

CALCULATIONS (1)

CALCULATIONS (2)

CALCULATIONS (3)

CALCULATIONS (4)

CALCULATIONS (5)

CALCULATIONS (6)

CALCULATIONS (7)

FIRE COMPARTMENT DIAGRAMS & CALCULATIONS (1)

FIRE COMPARTMENT DIAGRAMS & CALCULATIONS (2)

FIRE COMPARTMENT DIAGRAMS & CALCULATIONS (3)SUSTAINABLE BUILDING DESIGN DEMONSTRATIONDIAGRAMS & CALCULATIONSGREENERY DIAGRAMS & CALCULATIONS

E.V.A. PLAN DIAGRAMS & CALCULATIONS

SizeA1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

Rev.-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

AEE

DATAU

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20

D21

D22

R2

R3

R4

R5

D32

R1

DOOR & FIRE SHUTTER MARKS :

EXIT

HR

LEGEND FOR F.S. EQUIPMENT :

-/60/60 F.R.R. SELF CLOSING DOOR

-/60/60 F.R.R. SELF CLOSING DOOR WITH SMOKE SEAL-/60/60 F.R.R. SELF CLOSING DOOR WITH F.R.R. TRANSPARENT GLASS UPPER PANEL

-/60/60 F.R.R. SELF CLOSING DOOR WITH F.R.R. TRANSPARENT GLASS UPPER PANEL AND SMOKE SEAL-/120/120 F.R.R. SELF CLOSING DOOR WITH F.R.R. TRANSPARENT GLASS UPPER PANEL

-/120/120 F.R.R. SELF CLOSING DOOR WITH F.R.R. TRANSPARENT GLASS UPPER PANEL AND SMOKE SEAL-/120/120 F.R.R. SELF CLOSING DOOR

-/120/120 F.R.R. SELF CLOSING DOOR WITH SMOKE SEAL

-/120/120 F.R.R. SELF CLOSING LIFT SHAFT EMERGENCY ACCESS DOOR WITH SMOKE SEAL

-/-/- F.R.R. SELF CLOSING DOOR WITH SMOKE SEAL

-/-/- F.R.R. SELF CLOSING DOOR WITH TRANSPARENT GLASS UPPER PANEL AND SMOKE SEAL-/-/- F.R.R. GLASS PANEL DOOR

-/60/60 F.R.R. GLASS PANEL DOOR

-/60/60 F.R.R. SELF CLOSING DOOR WITH PANIC BOLT-ON INSIDE

-/-/- F.R.R. DOOR WITH PANIC BOLT-ON INSIDE

-/60/60 F.R.R. METAL DOOR

-/120/120 F.R.R. METAL DOOR

-/-/- F.R.R. DOOR

-/-/- F.R.R. DOOR FOR MAINTENANCE ONLY

-/120/- F.R.R. LIFT LANDING DOOR

-/60/- F.R.R. STEEL LOUVRES DOOR

-/120/120 F.R.R. ACCESS PANEL WITH SMOKE SEAL

-/120/- HORIZONTAL FIRE SHUTTER

-/120/- F.R.R. STEEL FIRE SHUTTER

-/60/60 F.R.R. STEEL FIRE SHUTTER

-/240/- F.R.R. STEEL FIRE SHUTTER

-/240/240 F.R.R. STEEL FIRE SHUTTER

GENERAL NOTES :

1. CODE OF PRACTICE FOR FIRE SAFETY IN BUILDING 2011 TO BE COMPLIED WITH.2. DESIGN MANUAL BARRIER FREE ACCESS 2008 TO BE COMPLIED WITH.

EXIT SIGN AT HIGH LEVEL

HOSE REEL

FIREMAN'S LIFT

FIRE SERVICE INLETFSI

NO PARKING SIGN

EVA LAYOUT SIGN

CONTROL PANELCP

4.5 kg CO2 FIRE EXTINGUISHERFE

9.0 L H2O FIRE EXTINGUISHERFEH

FIRE HYDRANTFH

SAND BUCKETSB

STREET FIRE HYDRANTSFH

FIRE BLANKETFB

ACCESSIBLE FACILITIES FORPERSONS WITH A DISABILITY

ACCESSIBLE UNISEX TOLIET

ACCESSIBLE URINAL

LEGEND :

IRRIGATION POINT

EV CHARGING STATION

SFL (STRUCTURAL FLOOR LEVEL)

LEVEL DIFFERENCE

DROP KERB

OPENABLE WINDOW

NON-STRUCTURAL PREFABRICATED WALL

OW

HARDCORE OR DRY FILL

COLOUR INDICATION :

IMPERMEABLE / NON-ABSORBENTFLOOR OR WALL

GLASS

PLASTER OR CEMENTRENDERING

TIMBER

METAL WORK OR STEEL

STONE FINISH

SANITARY FITTINGS

BRICK

CONCRETE SLAB (LIGHTER WASH)

CONCRETE (PLAIN OR REINFORCED)

SOLID CONCRETE BLOCKS

HOLLOW CONCRETE BLOCKS

LIGHTWEIGHT PARTITION

MATERIAL / DESCRIPTIONCOLOUR RGB COLOUR

204,178,102

255,63,0

223,255,127

0,76,38

127,223,255

191,127,255

255,191,127

204,204,102

255,127,223

127,255,255

153,133,76

233,127,255

173,173,173

255,255,0

ACCOUNTABLE DOMESTIC GFA255,164,25

ACCOUNTABLE NON-DOMESTIC GFA227,100,102

191,0,255

DISREGARDED GFA NOT SUBJECT TO THE OVERALL CAP OF 10%b) CARPARK, LOADING AND UNLOADING AREAS AND OTHERS222,184,135

30,144,255

144,214,236

DISREGARDED GFA NOT SUBJECT TO THE OVERALL CAP OF 10%a) CONCESSION ITEMS SPECIFIED IN PNAP APP-151 (OTHER THAN CARPARK, LOADING AND UNLOADING AREAS)

DISREGARDED GFA SUBJECT TO THE OVERALL CAP OF 10%b) OTHERS

DISREGARDED GFA SUBJECT TO THE OVERALL CAP OF 10%a) CONCESSION ITEMS SPECIFIED IN PNAP APP-151

DOOR WITH FIXED LOUVRE PANEL WITH A MINIMUM SIZE OF 1/20 OF THE FLOOR AREA OF THE ROOM

DEMOLITION WORKS / DELETION OF APPROVED WORKS0,63,255

UNDERLINE FOR REVISION204,0,51

FFL (FINISHED FLOOR LEVEL)

FIRE SERVICES ACCESS POINT

F.S. SHUTTER

FSAP



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A002

1:50 (A1)SCALE



SOURCE

DRAWING TITLE

TYPICAL DETAILS

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

2050

150

150

200

150

650

REF. TO PLAN

3000

2350

200

1500 MIN.450350

300

600

1950

MIN

.

90

1200(max.) c/c.

1200(max.) c/c.

900

300 300

1200(max.) c/c.

1200(max.) c/c.

1200

900

30090

300 300

300

600 600

150

1280 MIN.

1200

MIN

.

300

600

150(MAX.)

150

FLO

OR

TO

FLO

OR

WIDTH OF WINDOW FOR THEAREA UNDER B(P)R30(2)

HEI

GH

T O

F W

IND

OW

FO

RTH

E PU

RPO

SE O

FC

ALC

ULA

TIN

G W

IND

OW

AR

EAU

ND

ER B

(P)R

30(2

)

1000

1000

2100

700

500

500

LN

KMK

Q

SFL

SFL

P

1 TYPICAL LAYOUT PLANOF ACCESSIBLE RAMP 1:50 2 TYPICAL ELEVATION

OF ACCESSIBLE RAMP 1:50 3 TYPICAL LAYOUT PLAN OFACCESSIBLE UNISEX TOILET 1:50 4 TYPICAL ELEVATION OF

ACCESSIBLE UNISEX TOILET 1:50 5 TYPICAL LAYOUT PLAN OF DROP KERB 1:50

10 TYPICAL WINDOW SECTIONFOR WIN. AREA & RHP 1:50 11 TYPICAL WINDOW ELEVATION

FOR WIN. AREA & RHP 1:50

6 TYPICAL ELEVATION FOR DOOR LOUVRE 1:50

9 TYPICAL DETAIL FOR FLUE APERTURE 1:50

150

MIN

.300

MIN

.300

500

1500

150075

015

00

1200

150(MAX.)

7 TYPICAL PLAN FOR GFA ACCOUNTABILITY ON NON-STRUCTURAL PREFABRICATED EXTERNAL WALL 1:50

SFL

150 MIN.750

FFL

SFL

14 TYPICAL SECTION OF CURTAIN WALL 1:50 15 TYPICAL SECTION OF BALCONY & UTILITY PLATFORM 1:50

12 TYPICAL SECTION OF AIR CONDITIONING PLATFORM 1:50

150

SFL425

475

SFL425

475

1150

3000

MIN

. 900

MIN

. 900

13 TYPICAL SECTION OF AIR CONDITIONING PLATFORMNON-STRUCTURAL PREFABRICATED EXTERNAL WALL 1:50

650

100

950

MIN

.110

0

16 TEMPORARY REFUGE SPACE

22

(INSIDE)

(OUTSIDE)

(INSIDE)

(OUTSIDE)

MAX. GRADIENT

AT B

ACK

OF

FOO

TWAY

800

(MIN

.)CLE

ARAN

CE

1 in 10

VEHICULAR AREA

NO

MIN

AL

FLAT

FLAT

FLAT

FLAT

FLAT

FLAT

A

B

C

AB

B

A

A

C

B

B

A A

C

C

SLIDING GLASS DOOR

FLUE APERTURE*

GLASS RAILING FOR BALCONY

FLOOR FINISH

OPENABLE WINDOW

*ALL FLUE APERTURES WILL FULFILL:1. IF THE WATER HEATER TO BE INSTALLED IN SITE

BEFORE OP. THE HEATER WILL BE WITH FLUE TERMINALAPPROVED BY EMSD.

2. THE LOCATION OF THE FLUE APERTURE WILL BE INCOMPLIANCE WITH PNAP APP-27.

3. A NOTICE SHOWING THE LOCATION OF THE APPROVEDAPERTURE WILL BE AFFIXED TO THE BALCONY BEFOREOP APPLICATION.

4. THE WATER HEATER TO BE INSTALLED WILL NOTOBSTRUCT THE GLAZED / OPENABLE AREA OF ANYWINDOW PROVIDED TO FULFILL B(P)R 30 & 36.

5. EXTERNAL FALSE CEILING AT BALCONY WILL COMPLYWITH PNAP APP-27 AND CORRESPONDINGSTRUCTURAL DETAILS WILL BE SUBMITTED FORAPPROVAL.

SMALL WASH BASIN

W.C.

FOLDING GRAB RAIL

DOOR HANDLE

WALL FINISHES

WALL FINISHES

( FIXING ON FLOOR TYPE )

40Ø S.S. PIPE HANDRAIL( FIXING ON WALL TYPE )

RAMP (1:12 min.)

TACTILE WARNING STRIP

40Ø S.S. PIPE HANDRAIL

(max.) c/c.

G.F.A. ACCOUNTABLE UPTO INTERNAL \ EXTERNALFACE OF WALL

NON-STRUCTURALPREFABRICATED EXTERNALWALL

FLOOR SLAB /BEAM

LEVEL OF WINDOW SILL FOR

LOUVREFIXED WOODEN

L x M

PQN

* UNOBSTRUCTED AREA SHADED

KDIMENSION

SFL

OF BEAM

240 x 240 mm

420 x 320 mm

200 mm 50 mm150 mm100 mm

MINIMUM

OR

UNOBSTRUCTEDAREA

HEIGHT ABOVEFLOORSTANDARDSIZE

NO REINFORCEMENT ZONE

METAL GRILLE W/. 70% OR MORE

ARCHITECTURAL FEATURE

(max.) c/c.

RECTANGULAR HORIZONTALTHE PURPOSE OF DELINEATING

PLANE UNDER B(P)R31(1)

GLASS BARRIER

SMOKE AND FIRE BARRIERCOMPLYING FS CODE C10.2

DIMENSION L x M

PERFORATED FROM ELEVATION,

WEIGHT THAT ARE REASONABLYOPERABLE BY A TRADE WORKER.

12

EXTERIOR FALSE CEILING

EXHAUST AIR DUCT FROMINTERNAL BATHROOM

GLASS BARRIER

SPANDREL GLASS

SPANDREL GLASS

GLASS BARRIER

ALUM. CAP

OPENABLE WINDOWFOR MAINTENANCE ONLY

LOUVRE AREA PROVIDED

MAX. BATHROOM AREA

0.250 s.m. > 0.145 s.m. (REQ.)

0.145 s.m.

2.904

MIN. SIZE OFLOUVRE REQUIRED

(NON- WINDOW) :

0.500 (W) x 0.500 (H)

=

=

=(TAKE FLAT 12 BATH) s.m.2.904s.m./20

CONSTRUCTED IN PANELS WITH SIZES &

BOTTOM

300-350600

750

FFL

FFL

900 MAX. 50 MAX.

100 MIN.

50 MAX.

400 MIN.400

1503000

SFL

1100

MIN

.

SFLFLAT

FLAT

AC

BACPF

METAL GRILLE W/. 70% ORMORE PERFORATEDFROM ELEVATION,CONSTRUCTED INPANELS WITH SIZES &WEIGHT THAT AREREASONABLY OPENABLEBY A TRADE WORKER.

METAL PERFORATED

FFL 1300

MAX

.

900 MAX. 50 MAX.

100 MIN.

400 MIN.400

150 MIN.750 50 MAX.

ACPF

FFL

ACCESS OPENING1100mm(H) x 460mm(W) MIN.

1503000

SFL

1100

MIN

.SFLFLAT

FLAT

AC

ACPF

METAL GRILLE W/. 70% ORMORE PERFORATEDFROM ELEVATION,CONSTRUCTED INPANELS WITH SIZES &WEIGHT THAT AREREASONABLY OPENABLEBY A TRADE WORKER.

METAL PERFORATED

FFL 1300

MAX

.

1100mm(H) x 460mm(W) MIN.

900 MAX. 50 MAX.

100 MIN.

400 MIN.400

150 MIN.750 50 MAX.

ACPF

FFL

ACCESS OPENING

DIRECTIONAL SIGN W/.BRAILLE & RAISED LETTERS

ACCESS OPENING1100mm(H) x 460mm(W) MIN.

METAL RAILING FOR UTILITY PLATFORM

8 TYPICAL PLAN OF AIR CONDITIONING PLATFORM 1:50

CLEAR MANOEUVRING SPACESHALL NOT BE LESS THAN1500mm x 1500mm MEASUREDAT 350mm ABOVE FINISHEDFLOOR LEVEL

40Ø S.S. PIPE HANDRAIL( FIXING ON WALL TYPE )

DIRECTIONAL SIGN W/.BRAILLE & RAISED LETTERS40Ø S.S. PIPE HANDRAIL( FIXING ON WALL TYPE )

GRAB RAIL

MIRROR FORWHEELCHAIR USER

GRAB BAR

800 (MIN.)

600

550

UN

DER

SID

E O

F BA

SIN

725

~ 75

0

750

(MAX

.)

300 (MAX.)

950

~ 10

50 1800

(MIN

.)

725

~ 75

0

600

1950 MIN.

750

~ 82

0

EMERGENCYCALL BELL

600-

650

GRAB BAR

ANGLE BETWEENTWO GRAB RAILS80° - 90°

FOLDINGGRAB RAIL

MIRROR FORWHEELCHAIRUSER



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A003

1:100 (A1)SCALE



SOURCE

DRAWING TITLE


PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

2425 212223 17181920 13141516 1112

78

910

2627

2829

3031

325 6

1 2 3 4

34

33

N

SV-B2-02

SV-B2-01

D8

D6

D8

D6

D8

D8

D6

D6

D8

D8

D6 D6

D6

D8

D8

D6

D6

D6

D6

D6

D6

HR

D

C

B

A

1 2 3 4 5

D

AD

BS-01UP22R

1100

1280

2025

1100

8300

1250

012

800

3360

0

9600 9600 12300 13500

45000

-3.900

-5.100

-3.900

-5.100

FE

FHFE

FH

FE

FE

FE

FH

FE

FE

FH

-3.950

-3.900-3.950

-3.900-3.950

-3.900-3.950

50.70

°

75.08°

80.71°

UP3RBS-02

UP18R

UP22R

UP22R

BS-02

BS-03

BS-04

M4

M1

M2

M3

M5

CARPARK DRIVEWAY(MIN. HEADROOM 2.4m. H.)

SML

FLL

EXIT

HR

SML

EXIT

RETAILLL

RESIDENTIALLL

L1

L7

SML

EXIT

1 NO. FE O2 NOS. SB O

O

SVI@HL

SVI@HL

COMPARTMENT B2-AWITH FRR 240/240/240

RAM

P U

P1:

8

RAMP UP1:7

AP

1 NO. FE2 NOS. SB

O O O

TD = 30.29m < 36m

TD = 24.45m < 36m

TD = 29.01m

< 36m

TD = 47.95m < 48m




1 NO. FE2 NOS. SB

O O O

HR

HR

HR

HR

CL

CL

APCL

CL

APCL

CL

APCL

CL

INACCESSIBLE VOID

EXIT

EXIT

EXIT

EXIT

2.745x1.7m

2x1.75m

2 NOS. SPR. PUMP

3 NOS. SPR. JOCKEY PUMP

SML

SML

L6

L5

L4

EXIT

TRS

B

A

D C

AL

AL

AL

AL

EXIT

EXIT

CWPRCAP : 0 P.

EVCRCAP : 0 P.

SPR WTPRCAP : 0 P.

SPR PRCAP : 0 P.

FAN RMCAP : 0 P.

5A032

5A032

-3.900-3.950

2100 3690180

1100180

1100 2250 1325180

3515180

2000100

2300200

1100150

1100180

720 675 7395180

1100770

1801100

18018785 500

5120 180 48715

4920

180

8645

2000

1066

020

0063

0010

0082

2

3570

560

2

200

2250

100

3135

180

1801100

6752025 1100

1809250 200 6000

2001640

200

2150

100

2150

100

2150

200

180

1790

180

1100

1800

1110

6110

180

1340

180

1100

225

1100

180

1100

180

6065

180

6000

200

1270

180

1670

180

1100

1100

760

100 2375 1100

180

1100

180

1080

180 57

073

5

2940 2560 200 2150 200 1600 200 2920

200

2400

100

2290

200

180

5790

180

5500

5500

5500

5900

180

2425

200

2100250

SURFACE CHANNEL WITHHEAVY DUTY MATCHING COVER

5,200 LFLUSHING WT(RESIDENTIAL)

10,100 L FRESHWT(RESIDENTIAL)

8,500 L FRESHWT(COMMERCIAL)

107,000 L SPRR.C. WT

PFWTPRCAP : 0 P.

1A031

1A031

2A032

2A032

B2F BASEMENT FLOOR SMOKE VENT CALCULATION :

B2-A AREA FOR SMOKE VENT

REQUIRED AREA :

= 1558.596 s.m. x 0.5 %

= 7.793 s.m.

PROVIDED AREA :

= SV-B2-01 + SV-B2-02

= ( 2.745 x 1.7 ) s.m. + ( 2 x 1.75 ) s.m.

= 4.667 s.m. + 3.500 s.m.

= 8.167 s.m. > 7.793 s.m.

B2F BASEMENT FLOOR PARKING SCHEDULETOTAL NOS. OF CARPARK FOR RESIDENTIAL = 13 NOS. ( 1 ~ 13 )

(2500 W. x 5000 L. x 2400 H.)

TOTAL NOS. OF CARPARK FOR VISITOR'S = 5 NOS. ( 14 ~ 18 )

(2500 W. x 5000 L. x 2400 H.)

TOTAL NOS. OF CARPARK FOR ACCESSIBLE PARKING SPACE = 1 NO. ( 34 )

(3500 W. x 5000 L. x 2400 H.)

TOTAL NOS. OF CARPARK FOR RETAIL = 15 NOS. ( 19 ~ 33)

(2500 W. x 5000 L. x 2400 H.)

TOTAL NOS. OF MOTORCYCLE FOR RESIDENTIAL = 3 NOS. ( M1 ~ M3 )

(1000 W. x 2400 L. x 2400 H.)

TOTAL NOS. OF MOTORCYCLE FOR RETAIL = 2 NOS. ( M4 ~ M5 )

(1000 W. x 2400 L. x 2400 H.)

BASEMENT 2 FLOOR PLANNOTES :1. IMPOSED LOAD FOR E & M ROOM = 7.5 kpa2. IMPOSED LOAD FOR CARPARK = 4.0 kpa3. AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH THE L.P.C. RULES FOR

AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSUED BY THE HKFSD.4. ARTIFICIAL LIGHTING TO BE PROVIDED FOR ALL STAIRCASES.5. MECHANICAL VENTILATION TO BE PROVIDED FOR CARPARK.6. SIZE OF PRIVATE CAR PARKING SPACE TO BE 5m x 2.5m x 2.4m(H)7. SIZE OF MOTOR-CYCLE PARKING SPACE TO BE 2.4m x 1m x 2.4m(H)8. EV CHARGER RECESSED IN WALL TO BE PROVIDED FOR ALL CARPARKING SPACE IN ACCORDANCE

WITH THE REQUIREMENT UNDER THE TECHNICAL GUIDELINES ON CHARGING FACILITIES FOR ELECTRICVEHICLES (EV)ISSUED BY E.M.S.D.

9. SMOKE VENT SIZE SHALL REFER TO CALCULATIONS & COMPARTMENT AREA DIAGRAM.10. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN.11. ALL LOCKING DEVICE WHICH IS ELECTRICALLY OPERATED SHOULD BE CAPABLE OF AUTOMATIC RELEASE

UPON ACTUATION OF AN AUTOMATIC HEAT OR SMOKE DETECTION SYSTEM OR THE OPERATION OF ANALARM SYSTEM OR A CENTRAL MANUAL OVERRIDE. UPON POWER FAILURE @H/L, THE ELECTRIC LOCKINGDEVICE SHOULD BE RELEASED AUTOMATICALLY.



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A004

1:100 (A1)SCALE



SOURCE

DRAWING TITLE


PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

B1F BASEMENT FLOOR SMOKE VENT CALCULATION :

B1-A AREA FOR SMOKE VENT B1-B AREA FOR SMOKE VENT

REQUIRED AREA : REQUIRED AREA :

= 861.17 s.m. x 0.5 % = 605.07 s.m. x 0.5 %

= 4.306 s.m. = 3.025 s.m.

PROVIDED AREA : PROVIDED AREA :

= SV-B1-02 + SV-B1-03 = SV-B1-01

= ( 2 x 1.7 ) s.m. + ( 1 x 1.6 ) = ( 1.25 x 2.6 ) s.m.

= 3.400 s.m. + 1.600 = 3.250 s.m. > 3.025 s.m.

= 5.000 s.m. > 4.306 s.m.

B1F BASEMENT FLOOR PARKING SCHEDULETOTAL NOS. OF CARPARK FOR RETAIL = 3 NOS. ( 35 ~ 37 )

(2500 W. x 5000 L. x 2400 H.)

TOTAL NOS. OF LOADING / UNLOADING FOR RESIDENTIAL = 1 NOS.

(3500 W. x 7000 L. x 3600 H.)

TOTAL NOS. OF LOADING / UNLOADING FOR RETAIL = 3 NOS.

(3500 W. x 7000 L. x 3600 H.)

D2

D8

D6D6

D6D8

D6

D6

D6

D8

D8

D6

D6

D6

D6

D6

D6

D6

D6

N

3536

37

SV-B1-01

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-03

D

C

B

A

1 2 3 4 5

D

AD

AT

BS-01

BS-03

BS-04

1350 180 2140 180

200

6000

200

200

9205

200

200

8500

200

1110

1715 180 4920

1100 180 5290 180

700

2025

1100

8300

1250

012

800

3360

0

9600 9600 12300 13500

45000

990

1370

FH

FH

FH

FE

FE

FH

FH

FE

FE

-0.300-0.350

-0.300-0.350

R 9000

R 3000

R=3000

87.50°

58.20°

61.00°

EXIT

EXIT

NOTIONAL PATH CONNECTINGSTAIR BS-02 & BS-05PERMANENT FEATURE

DN18R

DN22R

UP27R

DN22R

UP27R

UP27R

DN22R

UP27R

BS-05

BS-02



RAM

P D

N1:

8

SVD

SVDSVI@HL

RETAILLL

EXIT

SML

SML

SVI@HL

M LAV(MVAL)

(MVAL)

LFS

SML

EXIT

EXIT

SML

EXIT

FLL

EXIT

EXIT

PROTECTED CORRIDOR

1 NO. FE2 NOS. SB

O O O

O 1 NO. FEO 2 NOS. SBO

TD = 33.98m < 36m

RAMP UP

1:8

L7

HR

HR

HR

HR

1 NO. FE2 NOS. SB

O O OHR

INACCESSIBLE VOID

COMPARTMENT B1-BWITH FRR 240/240/240

SVI@HL

CLEANER'SROOM

L1

TD = 26.09m < 36m

1.25x2.6m

3.5 x 7.0 x 3.6 HLOADING / UNLOADING BAY(RETAIL)

2.745x1.7m2x1.7m

2x1.75m1x1.6m

1 NO. F.S. JOCKEY PUMP

2 NOS. F.S. PUMP


1 NO. F.S. JOCKEY PUMP

2 NOS. F.S. PUMP


TD = 17.44m < 18m

F LAV(MVAL)

SML

EXIT

EXIT

3.5 x 7.0 x 3.6 HLOADING / UNLOADING BAY(RESIDENTIAL)

SML

TRS TRS

B

A

D C

AL

AL

AL

AL

LFS

LFS

SVI@HL

AL

EVCRCAP : 0 P.

SWITCH RMCAP : 0 P.

TBE (NDOM)CAP : 0 P.

PD

RETAIL-B1CAP : 189 P.

FSPRCAP : 0 P.

5A032

5A032

-0.300-0.350

D6

D8

D8

D6

D6

R4

1676

518

021

4018

016

551

21950 200 10700 1500 3055 200 8270 8140

2822

518

011

0018

045

9518

021

67

2750 1720180

1100150

1070180

1100 2250 1325180

3167100

2428100

2300200

1100150

1100180

6570180

7745180

9770 2745 3795

1255

180

1120

200

6000

200

2360

180

1340

180

1100

180

1145

180

5175

180

3870

180

2425

200

2100250

1350 3600180

1460660

1100200

2150200

1700 100 2572

100

2400

100

5002

180

1240

180

1660

180

1100

150

1100

705

180

1100

1990

200

2150

100

2150

100

2150

200

180

2900

1110

180

1100

180

2520

180

1160

200 2316 179 4225 181 2174 180 8170 8140

1355

180

1801100

1802425

2002100

250

1280

180

180

3020

100

2290

200

1100

160

1100

18012

50

200

2250

100

2735

180

-0.300

-0.300

-0.300

-0.300-0.350



IRR WTPRCAP : 0 P.

1A031

1A031

2A032

2A032

BASEMENT 1 FLOOR PLANNOTES :1. IMPOSED LOAD FOR E & M ROOM = 7.5 kpa2. IMPOSED LOAD FOR CARPARK = 4.0 kpa3. AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH THE L.P.C. RULES FOR

AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSUED BY THE HKFSD.4. ARTIFICIAL LIGHTING TO BE PROVIDED FOR ALL STAIRCASES.5. MECHANICAL VENTILATION TO BE PROVIDED FOR CARPARK.6. SIZE OF PRIVATE CAR PARKING SPACE TO BE 5m x 2.5m x 2.4m(H)7. SIZE OF MOTOR-CYCLE PARKING SPACE TO BE 2.4m x 1m x 2.4m(H)8. EV CHARGER RECESSED IN WALL TO BE PROVIDED FOR ALL CARPARKING SPACE IN ACCORDANCE

WITH THE REQUIREMENT UNDER THE TECHNICAL GUIDELINES ON CHARGING FACILITIES FOR ELECTRICVEHICLES (EV)ISSUED BY E.M.S.D.

9. SMOKE VENT SIZE SHALL REFER TO CALCULATIONS & COMPARTMENT AREA DIAGRAM.10. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN.11. ALL LOCKING DEVICES WHICH ARE ELECTRICALLY OPERATED SHOULD BE CAPABLE OF AUTOMATIC

RELEASE UPON ACTUATION OF AN AUTOMATIC HEAT OR SMOKE DETECTION SYSTEM OR THE OPERATIONOF AN ALARM SYSTEM OR A CENTRAL MANUAL OVERRIDE. UPON POWER FAILURE @H/L, THE ELECTRICLOCKING DEVICE SHOULD BE RELEASED AUTOMATICALLY.



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A005

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

GROUND FLOOR PLAN

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

60 / AP

D14

D2

D3

D13

D14

D14

D14

D2

D17

D14

D14

D14

D8

D4

D8

D4

R4

D2

D14 D14

N

D

C

B

A

1 2 3 4 5

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-01

D

AD

BS-05DN27R

UP29R

DN27RDN27RBS-02

BS-01

DN27RBS-04

Lp = 52.120m < 60 m

200

3742

120

0

7500

8300

1250

012

800

3360

0

9600 9600 12300 13500

45000

4.200

4.750

FH

FH

FH

FH

FH

FH

FH

FH

FE

FE

4.4004.450

4.4004.450

4.1504.750 (TOS)

4.4004.450

4.4004.450

4.4004.450

4.4004.450

4.4004.450

55.99°

5A032

5A032

AA021

CGB023

BGB022

DGB024

UP29R

ST-03

ST-02UP29R

TX-01

ST-04UP29R

BS-03

DN27R

ST-01UP29R

SVD

SVDSVD

SVD

RETAILLL

L6

L5

L4

L7 RESIDENTIALLL

EXIT

EXITEXIT

EXIT ENT

EXIT

RAM

P D

N1:

10

FLL

EXIT

EXIT

EXIT

HR

HR

HR

HR

HR

HR

EXIT

EXIT

EXIT

EXIT

EXIT

EXITEXIT

EXIT

EXIT

EXIT

EXIT

ENTRANCE

DRIVEWAY(E.V.A.)

MIN. HEADROOM 4.5m H.HARD PAVED WITHSTAND 30 TONS


CMC

SPR CV GMC

WPRML H/L WPRMLH/L

HOISTING ABOVE

X X ROAD (OVER 15m WIDE) X X 道

1 NO. FE2 NOS. SB

O O OHR

W/P M.L. AT H/L

ADJO

ININ

G L

OT

SVD

L1

HR

HR

EXIT

2.745x1.7m2x1.7m

1.25x2.6m

2x1.75m 1x1.6m

B

A

D C

X X STREET (12.8 WIDE) X X 街

FSI

EXIT

AL AL

FSAP

EXIT

RETAIL-G2CAP : 69 P.



PD PD

ARCADE-G1CAP : 48 P.


PD


WPT

FEH

RUN IN / OUT

CENTRE LINE OF STREET

EXISTING PAVEMENT

OPE

N S

HO

P FR

ON

T

OPE

N S

HO

P FR

ON

T

D14

D14

D14

EX 4.45EX 4.45

1100

EX 4.45

EX 5.1

200110

0

2025

1100

180

15065

0150

8630

180

2620

180

1100

22511

0020

073

0520

030

1010

011

0010

046

5010

015

50

200

4393

3200

1417

270

18011

5020

013

0020

011

5018

031

0

200 8791 200 2999 200 3000 150 1750 150 1100 150 1100150

1325 975 150 1100 150 4850 150 1850 100 2300 200 1650 1100 150 2050 150 4500 150 1100 150 1600 150 1353 1947 150 3000 100 2875100

1000 200 3225

100

1240

200

2150

100

2150

100

2150

200

866

200 1100150

6639 100 12761

200

2255

3503

3100

2883

150

1100

150

1650

200

1600

150

1100

200

4850

200

1580

200

2600

180

6300

2230

200

200 8791 200 2999200

5700 3100 4200200

1455 3100 2995100

1400 200 8000180

3000150

5785 3100 3510 2100200

2169

220

042

1010

021

1515

01100

2775

150

1110 15

0 150

1075

1100150

1100150

200 2150

1379

015

011

0015

016

0015

01100

200

5207

100

2703

100

3100

100

2290

350

650

5947

150

3238

200 1650 150 11048 150 5133 100 2519 100 1400 200

800

200

7360

1508

710

033

53

100 1400 200 7900 100

150

1480

1170

180

1801100 3800

1802970 4975

2001100

2002000

200

5100 1300 1689 100 3011

150

1138

250

2100

200

1100

225

1080

200

1100

160

1100

150

1560

200

7098

3100

2392

150

3000

150

3060

200

15011

0024

7516

95

200 4251150

4997

150

1290

2000

100

449

100650

1503300 150 1100 2775

1501950

1001000

2002000 1500 2745

EX 4.45

EX 4.45

EX 4.80

EX 4.45

EX 4.45

EX 4.45

EX 4.45

1A031

1A031

2A032

2A032


BLDG. LINE ABOVE

BLDG. LI

NE ABOVE

6 NOS. SPR. INLET

CSC

CSC

CSC

CSC

CSCCSC

CSC

CSC

CSC

CSCCSCCSCCSCCSCCSC CSC CSC

CSC

CSC

GREENERY AREA(PLANTER W./ MIN.

SOIL D. 600mm)

CSC

CSC

TBE (DOM)CAP : 0 P.

FSCRCAP : 0 P.

RSMRRCAP : 0 P.

GROUND FLOOR PLAN

NOTES :1. IMPOSED LOAD FOR LIFT LOBBIES = 3.0 kpa2. IMPOSED LOAD FOR E & M = 7.5 kpa3. AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH THE L.P.C. RULES FOR

AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSUED BY THE HKFSD.4. ARTIFICIAL LIGHTING TO BE PROVIDED FOR ALL STAIRCASES.5. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN.



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A006

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

FIRST FLOOR PLAN

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

D4

D4D4

D4

D4 D2

D8

D4

D8

D4

D4

D4

D4

D4

D4

D4

D4

D4

D4

D2

D4

D4

N

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

D

AD

AT

AU

5A032

5A032

DN29R

DN29RTX-01

DN29R

DN29R

ST-03

DN29R

18130 100 14920 100 15025

1100

150

540

1110

150

8300

1250

012

800

3360

0

9600 9600 12300 13500

45000

9.400

9.400

FH

FH

FH

FH

FE

FE

9.4009.450 9.400

9.450

9.4009.450

9.4009.450

9.4009.450

9.4009.450

FH

52.11

°

57.23°

106.78°

132.74°

31.65° 109.63°

ST-01

ST-02

b

a

c

UP27R

ST-04

UP27R

UP4R

UP28R

UP27R

FLLHR

HR

L7

LFS

EXITRETAIL

LL

EXIT

EXIT

EXIT

EXIT

F LAV(MVAL)

(MVAL)

M LAV(MVAL)

SML

STO

SML

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

SML

HR

HR

HR

HR

HR

AREA FOR HOISTING

L1

TRS

TD = 19.89m < 36m

TD =

26.

70m

< 3

6m

TD =

19.

67m

< 3

6m

TD = 25.58m < 36mTD = 16.53m < 36m

TD (a to b) = 17.80m < 18m

B

A

D C

EXIT

EXIT

LFS

LFS

SML

SML

SML

HR

HR

EXIT

EXIT

SML

SML

EXIT

TD (a to c) = 30.72m < 36m

EXIT

RETAIL-1F-1CAP : 41 P.





ARCADE-1FCAP : 44 P.


OPE

N S

HO

P FR

ON

T

OPEN SHOP FRONT

OPEN SHOP FRONT

OPEN SHOP FRONT

OPE

N S

HO

P FR

ON

T

LIFT PIT ABOVE

OPE

N S

HO

P FR

ON

T

1A031

1A031

2A032

2A032

D4

1100

150110

0225

1100150 750

100150

0

150

1100

2475

1100

150

200

1350

1260

020

085

6020

037

4047

7510

015

7510

022

60

200 1225 100 2500 100 4825

200

1350

1519

020

011

0029

2511

0020

012

0010

011

585

1230

200

2002400 30750 100 14150 875

2003245 200

200 2150 200

1866

510

011

0010

035

0010

083

7510

011

0071

011

0010

012

15

200 1100225

1100200

1200 100

1066

015

044

5015

075

0100

1100

100

6480

100

10011

0010

010

75

4775 200 1100 750100

1100 100 3495 200

1100

10013

1010

022

5010

011

00

1100

100

6285

100

1550

100

5962

1001550

1002543 10675

2007945

200 7450 100 3700 100 9250 100 14350 100 1550 100 3200 100 1950 100 1050 675 1100100

1100 1225

100 1550

100

2400

100

2290

200

8650 100 2350 100 1100150

3600

1100

100

100 1100 1350 1250

4090

1485

5575

100

2533

2404

040

0010

011

0010

01050

100

2150

100

2150

200

824

1501100

2251400

100

100

625

250

2100

200

1550

100

200

2250

100

1600

100115

0

100

3970

180

1001950

1002300

2007907

100 1150100

1100150

1200 100

200 3245 200

1100H REMOVABLE RAILING

3m x 3m FLOOR OPENINGWITH REMOVABLECONCRETE COVER FORPLANT ACCESS AND 2HRFRR BOARD

FPR (RRF)CAP : 0 P.

TX RMCAP : 0 P.

FIRST FLOOR PLAN


AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSUED BY THE HKFSD.4. ARTIFICIAL LIGHTING TO BE PROVIDED FOR ALL STAIRCASES.5. MECHANICAL VENTILATION AND ARTIFICIAL LIGHTING TO BE PROVIDED TO ACCESSIBLE UNISEX TOLIET AT , MALE LAVATORY & FEMALE LAVATORY.6. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A007

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

SECOND FLOOR PLAN

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

CSC

D4 D4

D4

D4

D4

D2

D2

D2

D2

D2

D2

D2

D2

D4

D4

D4

D4

D4

D2

D4 D4

D4

N

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

D4

AD

AT

AU

5A032

5A032

ST-04

200

1100

200

2100

100

2100

225

1300 225

1100 200

100550

250

2100

200

8360

200

2100

4490

2001500

20012986

1007564

10013000

10011025

2001500

2003245 200

200

2150

100

2150

100

2150

200

3175

100

1720

100

2000

200

150

2275

100

1100

100

1100

15011

0075

010

018

70

4305

200

2100 100

1800

100

2250

200

1750 200

150

4475

150

1185

795

100

2000

100

1467

2224 100

150

1100

150

100 3875 100 1100 100 1100

8300

1250

012

800

3360

0

9600 9600 12300 13500

45000

150 2300 100 1400 1250 150

14.450 TOS13.850 SFL

14.050 FFL13.850 SFL

14.450 TOS13.850 SFL

FH

FH

FH

FE

FE

FE

FE

13.85014.050

13.85014.050

13.85014.050

13.85014.450 TOS

13.85014.450 TOS

13.85014.450 TOS

13.85014.450 TOS

13.85014.450 TOS

13.85014.050

13.85014.050

13.85014.050

13.85014.050

13.85014.050

13.85014.050

13.85014.050

13.85014.050

13.85014.050

13.9514.00 WL

12.90012.850 FFL14.050 WL

45.0

0°

DN27R

ST-01

ST-02

ST-03

DN27R

DN27R

DN28R

UP36R

UP36R

ST-01

TRS

TRS

TRS TRS

L1

B

A

D C

21 43 5 6 7 8

TD = 28.84m < 36m

COFICOF RT RT

TDR

@H

L

LCL F

OR

MAINTENANCE

PD

GYMCAP : 20 P.

MFXRCAP : 11 P.

LOUNGE AREA 1CAP : 6 P.

LOUNGE AREA 2CAP : 7 P.

STO 1CAP : 1 P.

ELRCAP : 0 P.

RRF

OCOCAP : 3 P.

1A031

1A031

2A032

2A032

200

1500

200

6750

100

3660

100

1640

200

4260

100

4150

150

2830

7460

2495

200

1500

200

4350

100

6050

100

4740

150

3400

200

1538

820

0

200 6050 150 1100 2700 1250 150 1100 150 3425 200 1825 150 2300 150 22675 200 8145 200

200 1900 200 2050 150 3375 1567 100 750 1279100

900 100 1434 100

3150 7850 5075 200 1825 200 2200 200 5100 200 4000 200 6700 200 3275 3200 200 7945 200

3650 100 2050 100 1500 100 1742 100 2158 1500 2720 6730 2592 4033 100 1100150

1100225

1100 150 2450 100 5225 1200 100 6200 200

1890

150

1750

150

1500

8560

2700

40015

0 1100

150 11

0015

011

85

EXIT

EXIT

GB 1100H FROM TOS

GB 1100H FROM TOS GB 1100H FROM TOS

GB 1100H FROM FFL

TPA

150H RC CURBFROM TOS




TPA

EXIT

EXIT

EXI

T


CSC

CSC

CSC

CSC

TPA

TPA



CSC

CSC

COVEREDAREA

EXI

T

WPRML TOP VENT OFSTAIRCASE ST-04 @H/L

WPRML TOP VENT OFSTAIRCASE ST-03 @H/L

CSCEXIT

FOR MAINTENANCE ACCESS ONLY

L2

L3SML

EXIT

HR

EXIT EXIT EXIT

EXIT

L6

L5

L4

EXIT

EXIT

SML

EXIT

POOL DECK

MCR(MVAL)

GREENERY AREA(PLANTER W/ MIN. SOIL D. 600mm)

GREENERY AREA(PLANTER W/ MIN. SOIL D. 600mm)

LANDSCAPE GARDEN

CLA

LANDCAPE AREA

GREENERY AREA(PLANTER W/ MIN.

SOIL D. 600mm)

FOOTBATH

LANDSCAPE GARDEN

GREENERY AREA(P W./ MIN. SOIL D.

600mm)

GREENERYAREA

( P W/ MIN SOILD. 600mm)

FALL1:21

FALL

1:21

WPR

ML

EXIT

SML

SML

EXIT

P P

FMCR(MVAL)

(MVAL)

SH

SH

SH

SH

SH

SH

SH

LCL

CLT/A

HR

EXIT

LCL

LCL

RRF

MAIN SWITCHRM (DOM)CAP : 0 P.

ACPRCAP : 0 P.

PD

PD

SWITCH RMCAP : 0 P.

PD

OUTDOOR SWMPCAP : 22 P.

SECOND FLOOR PLAN


AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSSUED BY THE HKFSD.4. ARTIFICIAL LIGHTING TO BE PROVIDED FOR ALL STAIRCASES.5. MECHANICAL VENTILATION AND ARTIFICIAL LIGHTING TO BE PROVIDED TO ACCESSIBLE UNISEX TOLIET AT , MALE LAVATORY & FEMALE LAVATORY.6. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN.



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A011

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

THIRD FLOOR PLAN

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

D32

D32

D32

D32

D32 D2

D2

D2

D2

D2

D32

D32

D32

D32

D2

D2

D2

D2

D2

D19

D4

D4

D4

D4

D2

D2

D2

D32

D2D2

D2

D2

D2

D32

D32

D32

D32

D2

D2

D2

D2

D2

D2

D2

N

D

C

B

A

1 2 3 4 5

T-13

T-2

T-3

T-5

T-6

T-8

T-9

T-B

T-A

T-10

T-12

T-1

T-C

T-D

T-14

T-7

T-11

T-E

T-F

D19AD

1

2

3

9

8

6

5

4

10

11

12

7

5A032

5A032

WINDOW FACING TO STREET

WIN

DOW

FAC

ING

TO S

TREE

T

WINDOW FACING TO STREET

1292

5

3550

2550

1100

2900

2825

200

8450

200

5300

200

8460

200

1278

5

7500

200

6050

200

1579

6

200

1900

200

2955

200

10504 3155 12628

1054

200

7626

200

10369

2400

15578 200 31020 200

200 14686 200 25889 200 7300 200 3245 200

10080

2300

59100

8300

1250

012

800

3360

0

9600 9600 12300 13500

45000

18.10018.300

19.70019.900

18.10018.300

19.70019.900

18.10018.300

19.70019.900

18.10018.300

19.70019.900

20.000

20.05019.700

19.900

19.70019.900

19.700

19.900

19.700

19.900

19.70019.900

19.70019.900

50.00°

50.00°

150H. RC. CURBFROM FFL






150H. RC CURBFROM FFL


UP18R

UP18R

DN36R

150H. RC. CURB

150H RC CURB

150H. RC. CURB

150H. RC. CURB

DR (FORMAINTENANCEACCESS ONLY)

DOG HOUSE FORMAINTENANCEACCESS


DR36R

UP2R

ST-02

ST-01



X X 道 X X ROAD

X X 街 X X STREET (12.8 WIDE)

L3

B

A

D C

RT

COF

ICOF

RT

COF

RT

COFC

A~C = 26.70m < 48m

A

B

RT

ICOF RT

RT

COF

RT

COF

ICOF RT

RT

COF

ICOF RT

A

A~B = 12.27m < 24m

A~B = 12.27m < 24mB

A~C = 24.50m < 48m

L2

L1

H.R.

SML

B

B

LL

EXIT F.E.OOF.E.

FLA@LL

CW

EXIT

B

B

B

B

B

B

B

CW

CW

CW

TRS

CW

CW

UP

BAL

B

FAI@H/L

MB

MB

GB

GB

GB

GB

MB

CW

FLA@L/L

CW

CW

CW

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

GB

GB

GB

GB

GB

GB

GB

GB

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

LCL FORMAINTENANCE

( ALL DIMENSION REFER TO 4/F )

COF

RT

COF

RT

BAL

BAL

BAL

BAL

BAL

UP

UP

BAL

BAL

BAL

BAL

BAL

CW

CW

CW

UP

BAL

REQUIRED RECT. HORIZ. P

LANE LE

NGTH

=[80.0

0(RF) -2

0.00(3

F) +1.50

-1.00

] /6

= 60.5

0 /6

=10.08

m.

LCL F

OR

MAINTENANCE

COF

COF

LCL FORMAINTENANCE

LCL FORMAINTENANCE

LCL FORMAINTENANCE

LCL FORMAINTENANCE

LCL FORMAINTENANCE

LCL F

OR

MAINTENANCE

TLD

RSMRC

*M BATH

(MVAL) *BATH 1

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

*BATH

(MVAL)

*M BATH

(MVAL)

*BATH 1

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

*BATH

(MAVL)

4A033

4A033

CENTRE LINE OF STREET

ELR

PDPD

WMC

PD

PDPD

WMC

42125

1900

4250

2975

4800

2650

2225

4525

2225

2650

4800

2975

4250

1900

C1 = 261.507 m2

CL

LIV / DINBR2

BR1

MBR

KIT

UTR

LIV / DIN

BR

O KIT

LIV / DIN

BR

O KIT

LIV / DIN

MBR

BR1

O KITLIV / DIN

O KIT

LIV / DINBR

O KIT

LIV / DIN

BR2

BR1

MBR

KITUTR

LIV / DINBR

O KIT

LIV / DINBR

O KIT

LIV / DIN

MBR

BR1O KIT

LIV / DIN

O KIT

LIV / DIN

BR

O KIT

PD

3A033

3A033

FLAT 7 ~ BR. 1 (3/F TO 22/F)

UNOBSTRUCTED VISION AREA (UVA) PROVIDED :

( UVA ) OF WINDOW

HEIGHT OF FACADE FOR DOMESTIC - HABITABLE ROOM

= 80.00 (R/F) - 20.00 (3/F) + 1.50 - 2.40

= 59.10 m

UNOBSTRUCTED VISION AREA (UVA) REQUIREMENT

FOR DOMESTIC HABITABLE ROOM (8 % VDF)

HEIGHT OF FACADE (m) 10% UFA 15% UFA 20% UFA

= 59.10 m 873 682 491

PERFORMANCE-BASED APPROACH CALCULATIONS

= C1 x 4

= 261.507 s.m. x 4

= 1046.028 s.m. > 873 s.m. ( 10% of UFA)

B

THIRD FLOOR PLANSTOREY HEIGHT = 3000 mm

NOTES :1. IMPOSED LOAD = 2.5 kpa2. IMPOSED LOAD FOR FLAT ROOF = 2.0 kpa3. LIFT DOOR OPENING ARRANGEMENT : LIFT NO. L1, L2 & L3 SERVED ALL FLOORS ( LIFT NO. L1 FOR FIREMAN'S LIFT & ACCESSIBLE LIFT)4. NOTES FOR INTERNAL BATHROOMS : A SYSTEM OF ARTIFICIAL LIGHTING AND MECHANICAL VENTILATION PRODUCING 5 AIR CHANGES PER HOUR) IS IN OPERATION AT TIME WHEN THE BATHROOM IS IN USE.5. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN.6. AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH THE L.P.C. RULES FOR AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSUED BY THE HKFSD.7. ALL BATHROOM / MVAL WITH * MARK HAVE TRANSFER AIR DUCT AT H/L.8. ALL KITCHEN WITH * MARK ARE EQUIPPED WITH ELECTRIC FUEL. SUNKEN SLAB / DRAINAGE TRENCH / E & M TRENCH

OPEN KITCHENO KIT

-/30/30 F.R.R. FULL HEIGHT FIRE RESISTING BARRIER

LEGEND :



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A012

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

TYPICAL FLOOR PLAN (4/F TO 22/F)

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

D32

D32

D32

D32

D32 D2

D2

D2

D2

D2

D32

D32

D32

D32

D2

D2

D2

D2

D2

D4

D4

D4

D4

D2

D2

D2

D2

D2

D32

D2D2

D2

D2

D2

D32

D32

D32

D32

D2

D2

D2

D2

D2

N

T-13

T-2

T-3

T-5

T-6

T-8

T-9

T-B

T-A

T-10

T-12

T-1

T-C

T-D

T-14

T-7

T-11

T-E

T-F

1

2

3

9

8

6

5

4

10

11

12

AD

7

5A032

5A032

FH

FH

FH

FE

4A033

4A033

UP18R

UP18R

DN18R

ST-02

ST-01

L2

L3

L1

SML

ACPF

ACPF

ACPF

FLA

FLA

LIFT LOBBY

FLA@LL

ACPF

CW

CW

CW

CW

TRS

CW

CW

ACPF

ACPF

B

A

D C

FAI@H/L

MB

MB

GB

GB

GB

GB

MB

CW

FLA@L/L

CW

CW

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

MB

GB

GB

GB

GB

GB

GB

GB

GB

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

FAI@H/L

40% OF THE PERIMETER OF THEBALCONY & UTILITY PLATFORM

LOCATION : FLAT 1 ~ BALCONYTOTAL PERIMETER : (1.450 + 1.379) x 2 : 5.658 m40% OF LENGTH : 2.263 mPROVIDED LENGTH : 2.829 m > 2.263 m

LOCATION : FLAT 1 ~ UTILITY PLATFORMTOTAL PERIMETER : (1.000 + 1.500) x 2 : 5.000 m40% OF LENGTH : 2.000 mPROVIDED LENGTH : 2.500 m > 2.000 m

UP

BAL

BAL

BAL

BAL

BAL

BAL

UP

UP

BAL

BAL

BAL

BAL

BAL

UP

BAL

ACPF

MB

CW

CW

FLA H.R.

B

B

EXIT

EXIT

B

B

B

B

B

B

B

B

TLDRSMRC

*M BATH(MVAL) *BATH 1

(MAVL)

*BATH(MAVL)

*BATH(MAVL)

*BATH(MAVL)

*BATH(MAVL)

*BATH(MVAL)

*M BATH(MVAL)

*BATH 1(MAVL)

*BATH(MAVL)

*BATH(MAVL)

*BATH(MAVL)

*BATH(MAVL)

*BATH(MAVL)

ELR

PDPD

WMC

PDPD

PD

WMC

42125

1900

4250

2975

4800

2650

2225

4525

2225

2650

7775

4250

1900

1292

5

3550

2550

1100

2900

2825

1450

1450

1000

200150

2700

300

1775250 796

1379

550

1379

1396300 1379

77175

2150

200

2750

225

1125

3375

1100 200

2150

75771

1379300

1396

1379

550

1379

796

2501775

300

2750

300

1000

1450

1450

14501100

200

2100

100

2100

225

1100

100600

100

850

2150

75

2350

100

3000

100

2400

75

2100

2150

75

2350

100

3000

100

2400

75

2100

2150

75

2200

250

2150

75

2350

100

2750

75

2100

75

2100

2150

75

2200

250

2150

75

2350

100

2750

75

2100

75

2100

150725

150210

075

90075

1200

300155

0

75

2100

75900

75

2325

100

150725

150

2100

75900

75120

0300

1550

75

2100

75900

75

2325

100

1450

200

100600

1500

200

100

2975

100

200

1550

150

1500

1400

150

900

425

15065075

150

1450

1450

200

100600

1500

200

100

2975

100

200

1550

150

1500

1400

150

900

425

15065075

150

1450

1375

75

1925

100

1100

100

1400

75

1525

100

1100

100

1925

75

2100

75

2100

100

200

137575

1925

1001100 100

140075

1525100

1100 100

192575

2100

75

2100

100200

200

100

3525

75

800

75

1225

300

1100

100

400

100

2100

75

3350

150

1450

100

400100

2100

75

2750

150

1450

200

100

3525

75

800

75

1225

300

1100

100

400

100

2100

75

3350

150

1450

100

400100

2100

75

2750

150

1450

1000

2225

150

3000

100

1100

100

1550

100

1100

100

1700

75

900100

750

100

1100

100

1775

75

1375

200

2175

250

2100

200

1375

75

1775

100

1100

100

750100

90075

1700

100

1100

100

1550

100

1100

100

3000

150

1450

3A033

3A033

LIV / DIN

BR2

BR1

MBR

KIT

UTR

LIV / DINBR

O KIT

LIV / DINBR

O KIT

LIV / DIN

MBR

BR1O KIT

LIV / DIN

O KITLIV / DIN

BR

O KIT

LIV / DIN

BR2

BR1

KIT

UTR

LIV / DIN

BR

O KIT

LIV / DIN

BR

O KIT

LIV / DIN

MBR

BR1

O KIT

LIV / DIN

O KIT

LIV / DIN

BR

O KIT

MBR

PD

TYPICAL FLOOR PLAN(4F~22F TOTAL 19 STOREYS)STOREY HEIGHT = 3000 mm

NOTES :1. IMPOSED LOAD = 2.5 kpa2. LIFT DOOR OPENING ARRANGEMENT : LIFT NO. L1, L2 & L3 SERVED ALL FLOORS ( LIFT NO. L1 FOR FIREMAN'S LIFT & ACCESSIBLE LIFT)3. NOTES FOR INTERNAL BATHROOMS : A SYSTEM OF ARTIFICIAL LIGHTING AND MECHANICAL VENTILATION PRODUCING 5 AIR CHANGES PER HOUR) IS IN OPERATION AT TIME WHEN THE BATHROOM IS IN USE.4. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN.5. AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH THE L.P.C. RULES FOR AUTOMATIC SPRINKLER INSTALLATIONS AND RELEVANT CIRCULAR LETTERS ISSUED BY THE HKFSD.6. ALL BATHROOM / MVAL WITH * MARK HAVE TRANSFER AIR DUCT AT H/L.7. ALL KITCHEN WITH * MARK ARE EQUIPPED WITH ELECTRIC FUEL.

B

SUNKEN SLAB / DRAINAGE TRENCH / E & M TRENCH

OPEN KITCHENO KIT

-/30/30 F.R.R. FULL HEIGHT FIRE BARRIER

LEGEND :



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A013

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

MAIN ROOF PLAN

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

D16

D16

D4

D4

D4

D4

D2

D2

D2

N

T-13

T-2

T-3

T-5

T-6

T-8

T-9

T-B

T-A

T-10

T-12

T-1

T-C

T-D

T-14

T-7

T-11

T-E

T-F

5A032

5A032

4A033

4A033

1292

5

3550

2550

1100

2900

2825

180

180

3265

180

4375

200 500

100950

1001100

2251125

3375

1100200

4375

180

3265

1801245 180

200

2100

100

2100

225

180109

5

200

3400

1003535

180110

0

1750

100

1550

80.42579.900

T/ BAL79.900

FH

FH FE

80.00080.200

80.00080.200

80.150 MCL80.200

80.000

80.150 MCL80.200

80.000

T/ BAL79.900

T/ BAL79.900

T/ BAL79.900

T/ BAL79.900

T/ BAL79.900

T/ UP79.900

T/ UP79.900

T/ BAL79.900

T/ BAL79.900

T/ BAL79.900

T/ BAL79.900

T/ UP79.900

T/ UP79.900

R.C. PARAPET1500H FROM FFL

PRPW 1100H FROM FFL

PRPW 1100H FROM FFL

PRPW 1100H FROM FFL

PRPW 1100H FROM FFL

UP20R

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW@ 80.425

T/ CW

@ 80.42

5

T/ CW

@ 80.42

5

T/ CW@ 80.425

T/ CW@ 80.425

DN18R

DN18R

ST-01

ST-02

H.R.

LFS

EXIT

15100L

FRESH

WATER TANK

EFF. WATER

HEIGHT = 1.5M

7800L

FLUSHING

WATER TANK

EFF. WATER

HEIGHT = 1.5M

15100L

FRESH

WATER TANK

EFF. WATER

HEIGHT = 1.5M

7800L

FLUSHING

WATER TANK

EFF. WATER

HEIGHT = 1.5M

RT

FLAT ROOF

EXIT

RT

FLAT ROOF

ELR

B

A

D C

CL

CLAP

CL

CLAP

CL

CLAP

CL

CLAP

LFS

LFS

T/ BAL

WPRML TOP VENT

PD

EGR

PFWTPR

3A033

3A033

180

5415

180

7600

250

150

3450

200

2250

100

1800

100

2100

200

1100225

1100

200

150

3750

180

5690

180

3375

200

1100

775

150

2175

250

2100

150

225100

1550

200

1100

180

6540

180

5175

150

180

1945

180

4620

180

6270

150

42125

1900

4250

2975

4800

2650

2225

4525

2225

2650

4800

2975

4250

1900

SC

SC

LCLT/A

LCLT/A

MAIN ROOF PLAN

NOTES :1. IMPOSED LOAD = 2.0 kpa2. IMPOSED LOAD FOR ELR, WATER TANK & PUMP ROOM = 10.0 kpa3. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A014

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

UPPER ROOF 1 FLOOR PLAN(UR1F)

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

D4

D4

D7

N

T-6

T-7

T-5

T-4T-E

T-DT-C

T-A

T-8

T-9

T-10

T-11

T-B

5A032

5A032

4A033

4A033

150450

150

4875

150

150

1875

200

1100

150

6600

150

150113

0150

150

4525

150

150

1975

150

4680

150

150

5750

150

3425

150

1875

150

200

3175

100

1100

100

4100

200

50150 110

0225

3350

150 100

150

1130

450

FH

83.50083.600

83.50083.600

83.50083.550

300H. RC. CURB

MIN. 0.15s.m.WIRE MESHLIFT SHAFTVENT

300H. RC. CURB

DN20R

ST-02

FLAT ROOF RT

WPRML@HL

WPRML TOP VENT OF

STAIRCASE ST-02 @HL

SSTDR

HR

TDR@HL

LCL

SML

FLAT ROOF RT

B

A

D C

SSTDR

SSTDR

LMR

3A033

3A033

23875

9375

2550

1100

2900

2825

4800

2650

2225

4525

2225

2650

4800

LCLT/A

LCLT/A


NOTES :1. IMPOSED LOAD = 2.0 kpa2. IMPOSED LOAD FOR E&M ROOM = 7.5 kps 3. 150H. CONCRETE CURB TO E&M ROOMS TO BE PROVIDED AS INDICATED ON THE PLAN



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A015

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

UPPER ROOF 2 FLOOR PLAN(UR2F)

PROJECT

BD SAMPLE -

9/11/2019 3:51 PM

N

T-6

T-7

T-DT-C

T-B

T-AT-8

T-9

T-E

5A032

5A032

4A033

4A033

150117

5 150

3400

150

4200

150

150

4525

150

150

4725

150

4200

150150

2800

150

5725

150

87.35087.450

300H. RC. CURB

SS TRAP DOOR(W PAD LOCK)

TOP ROOFRT

B

A

D C

3A033

3A033

8975

9375

2550

1100

2900

2825

2225

4525

2225


NOTES :1. IMPOSED LOAD = 2.0 kpa



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A021

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

TOWER ELEVATION A

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

1 2 3 4 5

GF

1F

2F

T.P.

3F

4F

5F

6F

19.700

18.100 18.100

13.850 13.850

9600 9600 12300 1350045000-7.100

4.400

9.400

13.850

17.900

20.000

23.000

26.000

29.000

4.950

5000

4450

4050

2100

3000

3000

3000

18.100

19.700

150H RC CURBFROM FFL

CL

GW

GW



GWGW

GW

CW

GB

CW

GB GB GB GBACPF WITHMETAL GRILLE

MBMB MB



ACPF WITHMETAL GRILLEACPF WITHMETAL GRILLE

ACPF WITHMETAL GRILLE

LCLLCL

F.S. I.

RUN IN / OUT

B.L.B.L.

MEAN STREET LEVEL (MSL)

MEAN SITE FORMATION LEVEL (MSFL)

19F

20F

21F

22F

RF

UR1F

UR2F87.350

83.500

7350

80.000 (mPD)

68.000

71.000

74.000

77.000

80.000

83.500

87.350

3000

3000

3000

3000

3500

3850

CW

GB

CW

GB GB GB GBACPF WITHMETAL GRILLE

MBMB MB

ACPF WITHMETAL GRILLEACPF WITHMETAL GRILLE


LCLLCL

B.L.B.L.

BUILDING HEIGHTRESTRICTION (BHR)

REPEATED 6/F - 18/F = 13 STOREYS

ELEVATION A

@ 3

000

x 13

STO

REY

S =

3900

075

050



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A022

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

TOWER ELEVATION B

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

D C B A

GF

1F

2F

T.P.

3F

4F

5F

6F

8300 12500 1280033600

18.094

19.694

13.844

4.400

9.400

13.850

17.900

20.000

23.000

26.000

29.000

-7.100

4.950

5000

4450

4050

2100

3000

3000

3000

CW

GB 1100HFROM TOS

150H. R.C. CURBFROM FFL

GW

GW GW

GW

150H. R.C. CURBFROM FFL

CW MB GB GB GB


LCL FORMAINTENANCE




LCL LCL

B.L.

VOID

SVO

VOID

VOID

B.L.



19F

20F

21F

22F

RF

UR1F

UR2F87.344

83.494

68.000

71.000

74.000

77.000

80.000

83.500

87.350

80.000 (mPD)

3000

3000

3000

3000

3500

3850

7350

300H. R.C. CURB

W/P M.L.

300H. R.C.CURB

R.C. PARAPET 1500H.FROM FFL

CW CW MB GB GB GB

W/P M.L.




LCL LCL

B.L.B.L.


ELEVATION B


@ 3

000

x 13

STO

REY

S =

3900

0

7505

0



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A023

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

TOWER ELEVATION C

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

5 4 3 2 1

GF

1F

2F

T.P.

3F

4F

5F

6F

13500 12300 9600 960045000

18.100 18.100

19.700

13.850

5000

4450

4050

2100

3000

3000

3000

4.400

9.400

13.850

17.900

20.000

23.000

26.000

29.000

-7.100

4.950

GB 1100H FROM FFLGB 1100H FROM FFL

CW

GB

MB

150H RC CURB

GW

GW

GW

150H RC CURB

GW

CW

GBGB

CW

GW

GW

WPRMLWPRML LCL FOR

MAINTENANCE


LCL LCLLCLLCL

LCL

SVO

VOIDF.S. I

DRIVEWAY

SVOSVOSVO

VOID

B.L.



CMC

19F

20F

21F

22F

RF

UR1F

UR2F87.350

83.500

3000

3000

3000

3000

3500

3850

68.000

71.000

74.000

77.000

80.000

83.500

87.350

80.000 (mPD)

7350

300H RC CURB

300H RC CURB

RC PRPW 1500H.FROM FFL


CW

GB

MBCW

GBGB

CW

WPRML

WPRML


LCLLCL

B.L.


ELEVATION C


@ 3

000

x 13

STO

REY

S =

3900

0

7505

0



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A024

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

TOWER ELEVATION D

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

A B C D

GF

1F

2F

T.P.

3F

4F

5F

6F

12800 12500 830033600

18.100

19.700

4.400

9.400

13.850

17.900

20.000

23.000

26.000

29.000

5000

4450

4050

2100

3000

3000

3000

-7.100

4.950

13.850 13.850

GB 1100H FROM FFL

CW

GB

MBCW

150H RC CURB

GW

MB

GB GB

CW CW

WPRML

GWGW

GW GW GW

150H RC CURB

LCL FORMAINTENANCE

LCL LCLLCLLCLLCL

B.L. B.L.



19F

20F

21F

22F

RF

UR1F

UR2F87.350

83.500

68.000

71.000

74.000

77.000

80.000

83.500

87.350

3000

3000

3000

3000

3500

3850

80.000 (mPD)

7350

300H RC CURB

300H RC CURB


CW

GB

MBCW

MB

GB GB

CW CW

WPRML


B.L.B.L.


ELEVATION D


@ 3

000

x 13

STO

REY

S =

3900

0

7505

0



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A031

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

PODIUM SECTION 1-1

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

D C B A

B2F

B1F

GF

1F

2F

T.P.

3F

8300 12500 1280033600

14.050

18.100 18.100

20.00019.550

13.850

-3.900

-0.300

4.400

9.400

13.850

17.900

20.000

3600

4700

5000

4450

4050

2100

-5.700

4.950

18.300

19.750

18.300

19.750

FPR(RRF)

PD

INACCESSIBLEVOID

INACCESSIBLEVOID

LFS

LIFT PIT LIFT PIT LIFT PIT

CARPARKDRIVEWAY

RETAIL

PD

ARCADEMAIN

ENTRANCE

RETAIL

CORRLANDSCAPE

GARDEN

ARCADE

LOUNGEAREA 1 GYM

ICOF RC TRANSFER PLATE

FLAT

CORR

B.L. B.L.

LFS LFS

FSCR

COF ELRBAL COF

ICOF

LFS LFS LFS


SECTION 1-1



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A032

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

PODIUM SECTION 2-2

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

5 4 3 2 1

B2F

B1F

GF

1F

2F

T.P.

3F

13500 12300 9600 960045000

18.100

13.850

18.100 18.100

-3.900

-0.300

4.400

9.400

13.850

17.900

20.000

3600

4700

5000

4450

4050

2100

4.950

GW

GW

GW

CARPARKDRIVEWAY

CARPARKDRIVEWAY

ARCADE

WTCAR RAMP

CARPARKDRIVEWAY FSPR RETAIL

RETAIL

MAIN SWITCH ROOM

EXITCORR

RRF

FLAT

RC TRANSFER PLATE

INACCESSIBLE VOIDFLL

EVCR

RETAIL

CAR RAMP

ICOF

PD

B.L.

CARPARKDRIVEWAY

FLLRETAIL

FLL CORR.

RETAIL FLL EXITCORR RETAIL

LFS RRF

RC TRANSFER PLATEICOF ICOF

COF

EXITCORR

LL

INACC-ESSIBLE VOID

LIFTPIT

ICOF


SECTION 2-2



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



A033

1:100 (A1)SCALE



SOURCE

DRAWING TITLE

TOWER SECTION 3-3 & 4-4

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

T.P.

3F

4F

5F

6F

17.900

20.000

23.000

26.000

29.000

2100

3000

3000

3000

CW CW

CW CW

LIV / DINUTR LIV / DIN BATHBATH LIV / DIN LIV / DIN BR MBRRS&MRC BATH BATH

LIV /DINLIV / DINBATHMBR

EXIT ST


LIV /DINLIV / DINBATHMBR EXIT ST

T.P.

3F

4F

5F

6F

19.550

18.100

2100

3000

3000

3000

17.900

20.000

23.000

26.000

29.000

ST-02

ST-02

LIV / DINLFS BALEXITST LL


COF

ICOF ICOF

T-A T-B T-C T-D T-E T-F

19F

20F

21F

22F

RF

UR1F

UR2F

129252825 2900 1100 2550 3550

80.00080.200

3000

3000

3000

3000

3500

3850

68.000

71.000

74.000

77.000

80.000

83.500

87.350

ST-02

ST-02

ST-02

300H. R.C. CURB

R.C. PARAPET 1500H.FROM FFL

LIV / DINLFS

LMR

TOP ROOF

BAL

EXITST

SML

EXITST LL


FLAT ROOF

T/ BAL

T-14 T-13 T-12 T-11 T-10 T-8 T-7 T-6 T-5 T-3 T-2 T-1T-9

19F

20F

21F

22F

RF

UR1F

UR2F

42125

83.500

68.000

71.000

74.000

77.000

80.000

83.500

87.350

3000

3000

3000

3000

3500

3850

1900 4250 2975 4800 2650 2225 4525 2225 2650 7775 4250 1900

CW CW

CW CW

LIV / DIN

FLAT ROOF

UTR LIV / DIN BATHBATH LIV / DIN LIV / DIN BR

EGR

FLAT ROOF

TOP ROOF

MBRRS&MRC BATH BATH

LMR

PD FLAT ROOF

SML


EXIT ST



EXIT ST

REPEATED 6/F - 18/F= 13 STOREYS

REPEATED 6/F - 18/F= 13 STOREYS

@ 3

000

x 13

STO

REY

S =

3900

0

@ 3

000

x 13

STO

REY

S =

3900

0

SECTION 3-3 SECTION 4-4



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C041

N.T.S.(A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

TOTAL DOMESTIC G.F.A. CALCULATIONS ( BEFORE EXEMPTION OF LIFT SHAFT AREA UNDER PNAP APP-89 )

( CALCULATION REFER DWG. NO. C051~C052 )

( LOBBY & EXIT STAIRCASE )

GF 1 STOREY = 70.943 s.m.

1F 1 STOREY = 23.055 s.m.

2F 1 STOREY = 230.874 s.m.

3F ~ 22F 485.204 s.m. (EACH FLOOR) x 20 STOREYS = 9704.080 s.m.

23 SUB-TOTAL : = 10028.952 s.m.

G.F.A. CONCESSION UNDER PNAP APP-89 (FOR PROVISION OF BETTER LIFT SERVICE)

(10% CAP ON G.F.A. CONCESSIONS TABLE ITEM 18)

( CALCULATION REFER DWG. NO. C053 )

LIFT NO. L1, L2 & L3 13.545 s.m. ( 2F ~ 22F ) x 21 STOREYS = 284.445 s.m.

LIFT NO. L1 4.725 s.m. ( GF~ 1F ) x 2 STOREYS = 9.450 s.m.

293.895

TOTAL DOMESTIC LIFT SHAFT AREAS SHOWN ON PLANS AND INCLUDED AS DOMESTIC G.F.A. :

( 293.895 s.m. / 10028.952 s.m. x 100% ) = 2.930 % OF TOTAL DOMESTIC G.F.A.

6% OF TOTAL DOMESTIC G.F.A. 10028.952 s.m. x 6% = 601.737 s.m.

2.5% OF TOTAL DOMESTIC G.F.A. 10028.952 s.m. x 2.5% = 250.724 s.m.

PERMITTED EXEMPTION DOMESTIC G.F.A. FROM LIFT SHAFTS

293.895 s.m. - ( 10028.952 s.m. x 2.5 % ) = 43.171 s.m. (CONCESSIONS ITEM 18)

3.5% OF TOTAL DOMESTIC G.F.A. 10028.952 s.m. = 351.013 s.m. ( NOT EXCEEDING 3.5% OF

THE TOTAL DOMESTIC G.F.A. )

ACTUAL DOMESTIC G.F.A. 10028.952 s.m. - 43.171 s.m.

TOTAL : = 9985.781 s.m. ( PERMITTED EXEMPTION DOMESTIC

G.F.A. FROM LIFT SHAFTS)

TOTAL NON-DOMESTIC G.F.A. CALCULATIONS ( PODIUM CAL. REFER DWG. NO. C051 TO C052 )

B1F RETAIL = 875.406 s.m.

G/F RETAIL & ARCADE = 1415.101 s.m.

1/F RETAIL & ARCADE = 1693.067 s.m.

1/F & 2/F RRF = 179.919 s.m.

TOTAL : = 4163.493 s.m.

RESIDENT'S RECREATIONAL FACILITIES (R.R.F.) CALCULATION (10% CAP ON G.F.A. CONCESSIONS TABLE ITEM 15)

( CALCULATION REFER DWG. NO. C052 & C053)

1/F ( NOTE DWG NO. C052 ) = 31.431 s.m.

2/F ( NOTE DWG NO. C053 ) = 647.777 s.m.

TOTAL = 679.208 s.m.

ACCOUNTABLE NON-DOMESTIC GFA FOR RRF

5% OF ACTUAL DOMESTIC GFA = 9985.781 x 5% = 499.289 s.m. (CONCESSIONS ITEM 15)

= 679.208 - 499.289 = 179.919 s.m.

NUMBER OF UNIT CALCULATION

3F ~ 22F 12 UNITS x 20 STOREYS = 240 UNIT

TOTAL : = 240 UNIT

CALCULATION AREA OF T.B.E. ROOMUNDER PNAP APP-84


TOTAL NO. OF UNIT : = 240 UNIT

ACTUAL T.B.E. ROOM PROVIDED ( FOR DOMESTIC ) = 27.971 s.m. [ 24 s.m. (min.) ~ 31 s.m. (max.) ]

ACTUAL T.B.E. ROOM PROVIDED ( FOR NON-DOMESTIC ) = 27.144 s.m. [ 22 s.m. (min.) ~ 28 s.m. (max.) ]

TOTAL U.F.S. OF NON-DOMESTIC

CALCULATION AREA OF OWNER'S CORPORATION OFFICE (O.C.O.) = 20.000 s.m.


ACTUAL O.C.O. AREA = 19.972 s.m. < 20 s.m.

REFUSE STORAGE & MATERIAL RECOVERY CHAMBER NET FLOOR CALCULATION ( CALCULATION REFER DWG. NO. C055 ~ C057)

TOTAL U.F.S. OF NON-DOMESTIC

B1/F RETAIL = 565.752 s.m.

G/F RETAIL & ARCADE = 1055.322 s.m.

1/F RETAIL & ARCADE = 1399.407 s.m.

2/F RESIDENT'S RECREATIONAL FACILITIES = 231.097 s.m.

SUB-TOTAL : = 3251.578 s.m.

TOTAL U.F.S. OF DOMESTIC

3F ~ 22F 300.138 s.m. (EACH FLOOR) x 20 STOREYS = 6002.760 s.m.

SUB-TOTAL : = 6002.760 s.m.

REQUIRED MIN. RS&MRC AREA FOR DOMESTIC = 6002.760 s.m. / 347 = 17.299 s.m.

REQUIRED MIN. RS&MRC AREA FOR NON-DOMESTIC = 3251.578 s.m. / 925 = 3.515 s.m.

TOTAL : = 20.814 s.m.

ACTUAL REFUSE STORAGE & MATERIAL RECOVERY CHAMBER = 35.835 s.m. > 20.814 s.m.

SITE COVERAGE & PLOT RATIO CALCULATION (UNDER BO)

SITE AREA = 2507.730 s.m.

CLASS OF SITE = C

HEIGHT OF BUILDING = 75.05 m

[80 m (MAIN ROOF LEVEL) - 4.95 m (MEAN STREET LEVEL)]

PERMITTED DOMESTIC SITE COVERAGE (OVER 61 m) = 40%

PROPOSED DOMESTIC SITE COVERAGE (OVER 61 m) (REFER C053) = 685.553 s.m.

= 685.553 / 2507.73 s.m. x 100 %

= 27.338 % < 40 %

PERMITTED NON-DOMESTIC SITE COVERAGE (NOT EXCEEDING 15m) = 100 %

PROPOSED NON-DOMESTIC SITE COVERAGE (EXCEEDING 15m) (REFER C056) = 1837.404 s.m.

= 1837.404 / 2507.73 s.m. x 100 %

= 73.27 % < 100 %

PERMITTED NON-DOMESTIC PLOT RATIO = 15

PERMITTED DOMESTIC PLOT RATIO = 10

PROPOSED DOMESTIC G.F.A. = 9985.781 s.m.

PROPOSED NON-DOMESTIC G.F.A. = 4163.493 s.m.

PROPOSED NO. OF UNITS = 240 UNIT

ACTUAL NON DOMESTIC PLOT RATIO

= 4163.493 / 2507.73 = 1.660 < 15

PERMITTED DOMESTIC PLOT RATIO (RESIDUE METHOD)

= (15 - 1.66 ) / 15 x 10 = 8.893

ACTUAL DOMESTIC PLOT RATIO

= 9985.781 / 2507.73 = 3.982 < 8.893

OPEN SPACE REQUIRED :


1 / 4 OF DOMESTIC ROOF OVER AREA = 685.553 s.m. x 0.250

= 171.388 s.m.

ACTUAL OPEN SPACE PROVIDED = #REF! s.m. > 171.388 s.m.

SITE COVERAGE & PLOT RATIO CALCULATION (UNDER TPO)

SITE AREA = 2507.730 s.m.

MAXIMUM PLOT RATIO (OZP) = 9

PERMITTED TOTAL GFA (OZP) = 22569.570 s.m.

PERMITTED DOMESTIC PLOT RATIO (OZP) = 7.5 PERMITTED DOMESTIC PLOT RATIO (OZP) : UNRESTRICTED

PERMITTED DOMESTIC GFA (OZP) = 18807.975 s.m. PERMITTED DOMESTIC GFA (OZP) : -

PROPOSED DOMESTIC G.F.A. (OZP) = 9985.781 s.m. < 18807.975 s.m

PROPOSED NON-DOMESTIC G.F.A. (OZP) = 4163.493 s.m

PROPOSED TOTAL G.F.A. (OZP) = 14149.274 s.m. < 22569.57 s.m

PROPOSED DOMESTIC PR (OZP) = 3.982 (domestic)

PROPOSED NON-DOMESTIC PR (OZP) = 1.66 (non-domestic)

PROPOSED TOTAL PR (OZP) = 5.642 < 9

GREENERY AREA OF THE LOT

REQUIRED TOTAL GREENERY AREA OF THE LOT = 20 % (Min.)

ACTUAL TOTAL GREENERY AREA OF THE LOT = 558.725 s.m. / 2507.730 s.m. x 100 %

( CALCULATION REFER DWG. NO. C072 ) = 22.280 % > 20 %

REQUIRED GREENERY AREA ON PRIMARY ZONE = 10 % (Min.)

GREENERY AREA ON PRIMARY ZONE = 558.725 s.m. / 2507.730 s.m. x 100 %

= 22.280 % > 10 %

REQUIRED PLANTING AREA PROVIDED SHALL BE VISIBLE TO PEDESTRIANS OR = x 100%

ACCESSIBLE BY ANY PERSON OR PERSONS ENTERING THE LOT SITE AREA

= 558.725 X 100%

2507.730

= 22.280% ≥ 10%

GREENERY AREA ON PRIMARY ZONE

REQUIRED NO. OF CARPARK SPACE FOR RESIDENTIAL & RETAIL (ACCORDING TO LEASE REQUIREMENTS )

COMMON

AREA

(excluding E/M

& green features) 1 2 3 4 5 6 7 8 9 10 11 12 SUB-TOTAL TOTAL

3/F ~ 22/F 20 83.107 NET GFA 57.825 29.888 29.986 29.986 29.888 57.825 36.469 19.654 27.744 26.694 19.669 36.469 402.097 8041.940

71.802 37.112 37.234 37.234 37.112 71.802 45.284 24.405 34.450 33.146 24.423 45.284

SUB-TOTAL 1662.140 8041.940

TOTAL TOWER DOMESTIC G.F.A. 8041.940

TOTAL TOWER COMMON AREA 1662.140

TOTAL PODIUM DOMESTIC G.F.A. 324.872

LIFT EXEMPTED AREA UNDER PNAP APP-89 43.171

COMPARISON OF THE INTERNAL TRANSPORT FACILITIES

LESS THAN

40 s.m. 40 - 70 s.m. 70 - 100 s.m.

200 40 0

TOTAL

NON-DOMESTIC GFA = 4163.493 s.m.

240

TOWER

FLOOR STOREYNET GFA

TOTAL GFA (INCLUDING

COMMON AREA ON PRO-RATA

BASIS)

NUMBER OF

UNIT

UNIT SIZE (s.m.)

Development Schedule

A. LOCATION & LOT NO: T.K.O.T.L. 39.SS.6 S.Q.R.P.

B. SITE AREA : 2507.730 m2

(approx)

C. HEIGHT OF BUILDING

Block No. of Storeys Proposed Height of BuildingSpecial Condition

Referred

AP's Confirmation

(Dwg No.)

1 25 75m SC C041

D. LEASE REQUIREMENTS

ProposedRequired / Permitted

under Lease

Relevant

Departments

Special Condition

Referred

AP's Confirmation

(Dwg No.)

1 User Composite Development not specified N/A SC C041,C042

2 Type of Building Composite Building not specified N/A SC C041,C042

Domestic : 9985.781 s.m.

Non-Domestic : 4163.493 s.m.

Domestic : 27.338 %

Non-Domestic : 73.27 %

5 Building Separation

Lp:52.120m < 60m

i.e. no. requirement on building

separation

not specified N/A SC C071

6 Building SetbackBuilding setback

at xx Street (7.5m from centre line)not specified N/A SC C071

7 Greenery Requirement 22.28% not specified N/A SC C072

8Design and Disposition /

Design Disposition and HeightN/A

(Please refer to the aspects

that will be generally considered

under DDH/DD clause stated in

the LAO Practice Note 3/2014)

N/A SC N/A

9 Carpark

13 nos. for resident:

5 nos. for visitors;

19 nos. for retail

not specified N/A SC A003, A004, C041

10Loading and Unloading

Requirements

1 no. for residents

3 nos. for retailnot specified N/A SC A004, C041

11 Vehicular AccessVehicular access through Run-in/out

at xx Streetnot specified N/A SC A005

12Caretaker's - Office

AccommodationN/A not specified N/A SC N/A

- Quarters N/A not specified N/A SC N/A

13Owners' Corporation and Owners'

Committee office19.972 s.m. not specified N/A SC A007, C041

14 Recreational Facilities 679.208 s.m. not specified N/A SC A007, A007, C041

15

Non-building Area

(e.g.Drainage Reserve Area and

Waterworks Reserve Area,etc

N/A not specified N/A SC N/A

16Formation Areas

(e.g. Green, Yellow etc.)N/A not specified N/A SC N/A

17 Tree Preservation N/A not specified N/A SC N/A

18 Landscaping N/A not specified N/A SC N/A

19

Other Special Requirements

under Lease (e.g. footbridge,

open space provision)

N/A not specified N/A SC N/A

Gross Floor Area3

Site Coverage4

Items

C041

not specified N/A SC C041

Height Restrictiions under Lease

Not specified

not specified N/A SC

HKPSG RECOMMENDATIONS

(i) CAR PARKING SPACES FOR RESIDNETS

GPS: 1 CAR SPACE PER 6 - 9 FLATS

DEMAND ADJUSTMENT RATIO (R1)

= 0.4 FOR FLAT SIZE ≤ 40 s.m.

= 0.7 FOR 40 s.m. < FLAT SIZE ≤ 70 s.m.

ACCESSIBILITY ADJUSTMENT RATIO (R2): 0.75 FOR OVER 50% OF THE SITE AREA OF THE DEVELOPMENT FALL WITHIN A

500 m RADIUS OF RAIL STATIONS.THE 500 m-RADIUS CATCHMENT AREA OF A RAIL STATION SHOULD BE DRAWN FROM THE

CENTRE OF THE STATION DISREGARD OF TOPOGRAPHIC UNDULATION.

DEVELOPMENT INTENSITY ADJUSTMENT RATIO (R3) = 0.9 FOR DOMESTIC PLOT RATIO > 5.00 AND < 8.00.

LESS THAN 40 SQUARE METERS = 200 FLAT

MAX : ( 480 / 6 x 0.4 x 0.75 x 0.9 ) = 9 NOS.

MIN : ( 480 / 9 x 0.4 x 0.75 x 0.9 ) = 6 NOS.

NOT LESS THAN 40 SQUARE METERS BUT LESS THAN 70 SQUARE METERS = 40 FLAT

MAX : ( 40 / 6 x 0.7 x 0.75 x 0.9 ) = 4 NOS.

MIN : ( 40 / 9 x 0.7 x 0.75 x 0.9 ) = 3 NOS.

TOTAL MAX. CARPARK SPACES FOR RESIDNETS = 13 NOS.

TOTAL MIN. CARPARK SPACES FOR RESIDNETS = 9 NOS.

(ii) CAR PARKING SPACES FOR VISITORS

THE AUTHORITY. FOR OTHER PRIVATE RESIDENTIAL DEVELOPMENTS, THIS PROVISION WILL BE ADVISED BY TRANSPORT

DEPARTMENT ON A CASE-BY-CASE BASIS.

MAX. FOR 1 BLOCK WITH 520 FLATS = 5 NOS.

MIN. FOR 1 BLOCK WITH 520 FLATS = 1 NOS.

(iii) CAR PARKING SPACES FOR RETAIL

1 SPACE PER 200 s.m. - 300 s.m. G.F.A.

MAX.: 4163.493 s.m. / 200 = 21 NOS.

MIN.: 4163.493 s.m. / 300 = 14 NOS.

TOTAL PROPOSED CAR PARKING SPACES (i) + (ii) + (iii)

FOR TOTAL NO. OF CAR PARKING SPACE IN THE LOT = 1 - 38, REQUIRED NO. OF ACCESSIBLE CAR PARKING SPACE = 1 NO.

13 + 5 + 19 = 37 NOS. [ 36 NOS @ 5m (L) X 2.5m (W) X 2.4m (H) & 1 NO. 5m (L) X 3.5m (W) X 2.4m (H) ]

FOR PERSONS WITH DISABILITIES]

(iv) GOODS VEHICLE LOADING / UNLOADING BAY FOR RESIDENTIAL

1 SPACE PER EVERY 800 FLATS OR PART THEREOF OR AS DETERMINED BY AUTHORITY

i.e. REQUIRED LOADING / UNLOADING BAY FOR RESIDENTIAL = 1 No.

TOTAL PROPOSED GOODS VEHICLE LOADING / UNLOADING BAY FOR RESIDENTIAL = 1 No.

1 NO. [ 1 NO LGV @ 7m (L) X 3.5m (W) X 3.6m (H) ]

(v) GOODS VEHICLE LOADING / UNLOADING BAY FOR RETAIL

1 SPACE PER 800 - 1,200 s.m., OR PART THEREOF, OF G.F.A. WITH 65% FOR LGV AND 35% FOR HGV

MAX.: 4163.493 s.m. / 800 = 5 NOS.

MIN.: 4163.493 s.m. / 1200 = 3 NOS.

TOTAL MINIMUM GOODS VEHICLE LOADING / UNLOADING BAYS (iv) + (v)

3 NOS. [ 3 NOS LGV @ 7m (L) X 3.5m (W) X 3.6m (H) ]

(vi) MOTORCYCLE PARKING SPACES FOR RESIDENTIAL USE

IN THE CASE OF PRIVATE HOUSING, THE CALCULATION SHALL BE BASED ON 1 MOTORCYCLE PARKING SPACE

PER 100-150 FLATS EXCLUDING NON-RESIDENTIAL ELEMENTS.

MAX.: 240 s.m. / 100 = 3 NOS.

MIN.: 240 s.m. / 150 = 2 NOS.

(vii) MOTORCYCLE PARKING SPACES FOR RETAIL

AT THE RATE OF 5-10% OF THE TOTAL PROVISION FOR PRIVATE CARS

MAX.: 21 x 10 % = 3 NOS.

MIN.: 14 x 5 % = 1 NOS.

TOTAL PROPOSED MOTORCYCLE PARKING SPACES (vi) + (vii)

3 + 2 = 5 NOS. @ 2.4m (L) X 1 (W)

1 - 5 VISITOR CAR PARKING SPACES FOR DEVELOPMENTS WITH MORE THAN 75 UNITS PER BLOCK, OR AS DETERMINED BY



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C042

N.T.S.(A1)SCALE



SOURCE

DRAWING TITLE

SCHEDULE

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

REQ. PRO. REQ. PRO. REQ. PRO. REQ. PRO. REQ. PRO.

B2F 7 CARPARK 1554.014 30 52 2 4 1750 3600 2100 4200 850 900 1050 1050

B1F 7 CARPARK 861.170 30 29 2 2 1750 3600 2100 4200 850 900 1050 1050

4b RETAIL-B1 565.752 3 189 2 2 1750 3600 2100 4200 850 900 1050 1050

ARCADE-G1 141.475 48

RETAIL-G1 121.852 41

G/F 4b RETAIL-G2 206.995 3 69 DIRECT EXIT TO ULTIMATE PLACE OF SAFETY

RETAIL-G3 373.048 125

RETAIL-G4 171.957 58

RETAIL-G5 39.995 14

TOTAL OCCUPANCY FOR G/F SHOPS & ARCADE

ARCADE-1F 129.333 44

RETAIL-1F-1 122.278 41

1/F 4b RETAIL-1F-2 286.417 96

RETAIL-1F-3 334.367 3 112 2 4 3000 4200 3000 4200 1050 1050 1050 1050

RETAIL-1F-4 407.605 136

RETAIL-1F-5 99.338 34

RETAIL-1F-6 20.069 7

TOTAL OCCUPANCY FOR 1/F SHOPS & ARCADE

RECREATIONAL FACILITIES :

- LOUNGE AREA 2 20.072 3 7

- LOUNGE AREA 1 17.779 3 6

4a MFXR 106.398 10 11

2/F GYM 59.889 3 20 2 4 1750 4200 2100 4200 850 900 1050 1050

OUTDOOR SWMP 64.563 3 22

6c STO 1 6.987 30 1

- OCO 19.972 9 3

TOTAL OCCUPANCY FOR 2/F SHOPS & ARCADE

TOWER FLAT 1 ~ 12

3/F - 22/F (TOTAL = 12 FLATS) 261.690 4.5

(TOTAL = 20 S.)

REMARKS : 1. ALL PLANT ROOM TAKE LARGEST AREA OF EACH FLOOR, ROOM AREA AS INDICATED ON PLAN

2. FOR CLASSIFICATION 8, IF THE NET FLOOR AREA OF A ROOM DOES NOT EXCEED 100m², THE OCCUPANT CAPACITY IS CONSIDERED TO BE ZERO.

1b

TOTAL = 70 P.

PROVISIONS OF EXIT DOORS & EXIT ROUTES FROM ROOM, FIRE COMPARTMENT OR STOREYMIN. NO OF EXIT

DOOR / ROUTE

(FROM STOREY)

1050TOTAL = 59 P. 10502 2 1750

TOTAL = 470 P.

900

TOTAL CAPACITY

PER FLOOR (PERSON)

MIN. WIDTH OF EACH (mm)

LOCATION

TOTAL = (59 x 20) = 1180 P.

2100 2100 8501800

USE

CLASSIFICATIONTYPE OF ACCOMMODATION

TOTAL USABLE

FLOOR AREA (m²)

FACTOR REPERSENTING

s.m. OF UFA PER PERSON

5d

TOTAL = 355 P.

EXIT ROUTH

MIN. TOTAL WIDTH (mm)

EXIT DOOR EXIT ROUTE EXIT DOOR

GFA Exempted

(s.m.)

(No. Cap)

Disregarded GFA under Regulations 23(3)(b) of the Building (Planning) Regulations (B(P)R) Refer Dwg. No. (DOMESTIC) Refer Dwg. No. (NON-DOMESTIC)

1 Carpark and loading / unloading area excluding public transport terminus 3040.334

Plant rooms and similar services

2.3 Non-mandatory or non-essential plant room, such as A/C plant room, AHU room, etc. 35.454 Not Applicable C053 35.45

Disregarded GFA under Regulations 23A(3) of the B(P)R

3 Area for picking up and setting down persons departing from or arriving at the hotel by vehicle

4 Supporting facilities for a hotel

Green Features under Joint Practice Notes (JPNs)

5 Balcony for residential buildings 240.000 C053 240.000 Not Applicable

6 Wider common corridor and lift lobby

7 Communal sky garden

8 Communal podium garden for non-residential buildings

9 Acoustic fin

10 Wing wall, wind catcher and funnel

11 Non-structural prefabricated external wall 23.760 C053 23.760 Not Applicable

12 Utility platform 60.000 C053 60.000 Not Applicable

13 Noise barrier

Amenity Features

16 Covered landscaped and play area 105.383

17 Horizontal screen/covered walkway, trellis

18 Larger lift shaft 43.171 C041 43.171 Not Applicable

19 Chimney shaft

20 Other non-mandatory or non-essential plant room, such as boiler room, SMATV room

21 Pipe duct, air duct for mandatory feature or essential plant room 135.122

22 Pipe duct, air duct for non-mandatory or non-essential plant room

23 Plant room, pipe duct, air duct for environmentally friendly system and feature

24 High headroom and void in front of cinema, shopping arcade etc. in non-domestic development

25 Void over main common entrance (prestige entrance) in non-domestic development

26 Void in duplex domestic flat and house

27 Sunshade and reflector

28 Minor projection such as AC box, window cill, projecting window 279.129

Other Items

30 Refuge floor including refuge floor cum sky garden

31 Covered area under large projecting / overhanging feature

32 Public transport terminus (PTT)

33 Party structure and common staircase

35 Public passage

36 Covered set back area

Bonus GFA

37 Bonus GFA

Additional Green Features under JPN

38 Building adopting Modular Intergrated Construction

Total Exempted GFA 5401.077 886.192 35.454

Total Domestic GFA 9985.781

Total Non-Domestic GFA 4163.493

Percentage (%) 8.875% 0.852%

Under Lease

Total Exempted GFA 5401.077 886.192

Total Domestic GFA 9985.781

Percentage (%) 8.875%

29

2.1

2.2

Residential recreational facilities including void, plant room, swimming pool filtration plant room,

covered walkway etc serving solely the recreational facilities

Mandatory feature or essential plant room, area of which is limited by respective PNAP or regulation,

such as lift machine room, TBE room, refuse storage chamber, etc.294.138

Subject to Overall Cap of

10% under PNAP APP-151

Item

GFA Exempted (sq. m.)

Subject to Overall Cap of

19.972

C053499.289

C053

GFA Exempted (sq. m.)

Not Applicable

Not Applicable

10% under PNAP APP-151

34

15

Mandatory feature or essential plant room, areas of which is NOT limited by any PNAP or regulation,

such as room occupied solely by FSI and equipment, meter room, transformer room, potable and

flushing water tank, etc.546.506

499.289

19.972

Other projection such as air-conditioning box and flatform with a projection of more than 750MM from

the external wall

Counter, office, store, guard room and lavatory for watchman and management staff, Owners'

Corporation Office

Horizontal area of staircase, lift shaft and vertical duct solely serving floor accepted as not being

accountable for GFA78.819

14

SUMMARY OF GFA CONCESSIONS

( CAL. REFER DWG. NO. C051~C053 )

FLOOR 1 2.1 2.2 5 11 12 15 16 18 21 28 34

NON-DOM DOMESTIC (4/F~22/F)

B2F 1900.881 - 146.914 - - - - - - - - -

B1F 959.533 27.144 140.706 - - - - - - 12.190 - 32.829

G/F 179.920 63.806 30.141 - - - - - 21.284 31.498 - 45.990

1F - - 89.850 - - - - - - - - -

2/F - - 68.555 35.454 - - - 19.972 84.099 6.994 - -

3F~22F - 48.040 70.340 - 240.000 23.760 60.000 - - 84.440 279.129 -

RF - 108.492 - - - - - - - - - -

UR1F - 46.656 - - - - - - - - - -

TOTAL 3040.334 294.138 546.506 35.454 240.000 23.760 60.000 19.972 499.289 105.383 43.171 135.122 279.129 78.819

2.3 14

DOMESTIC / NON-DOMESTIC GFA CONCESSIONS ( s.m. )

REF. DWG.

C041

REF. DWG.

C041

FLOOR AREA (m²) VOLUME (m³)

B2F & B1F CARPARK NOT EXCEEDING 10500 NOT EXCEEDING 7000 55* (simply supported) 80* (simply supported)

FOR F.S.D. 45* (continuous) 60* (continuous)

B1F RETAIL NOT EXCEEDING 2500 NOT EXCEEDING 7000 55* (simply supported) 80* (simply supported)

FOR F.S.D. 45* (continuous) 60* (continuous)

RETAIL & ARCADE NOT EXCEEDING 2500 NOT EXCEEDING 7000 20 (simply supported) 30 (simply supported)

FOR F.S.D. 20 (continuous) 30 (continuous)

RRF NOT EXCEEDING 2500 NOT EXCEEDING 7000 20 (simply supported) 30 (simply supported)

FOR F.S.D. 20 (continuous) 30 (continuous)

EACH FLOOR NOT LIMITED NOT LIMITED 20 (simply supported) 30 (simply supported)

DOMESTIC FLATS 20 (continuous) 30 (continuous)

ALL E&M ROOMS - - 35 (simply supported) 50* (simply supported)

25 (continuous) 40 (continuous)

REMARKS :

2. * All floors transformer rooms, switch rooms. pump rooms, tbe rooms, lift machine rooms, emergency generator rooms and all electrical and special hazards rooms,

tower roof lift machine room, pump rooms, wall & floor adjoining to the required staircases wall thickness 180mm cover to steel 25mm, floor thickness 170mm cover to steel 55mm*.

3. The special hazard room's or floors which adjoining to the exit staircase to be of -/240/240 minutes F.R.R.

4. Slab between B/F carpark and G/F should have an F.R.R. of less than - / 240 / 240.

TYPE OF

ACCOMMODATIONLOCATION

USE

CLASSIFICATIO

N

FIRE RESISTANCE

RATING (minutes)

FOR ELEMENTS

OF CONSTRUCTION THICKNESSCONCRETE COVER

TO REINFORCEMENT

R.C. COLUMN

CONCRETE COVER

TO REINFORCEMENT

25

75 15200

450

THICKNESS THICKNESS THICKNESS

180 254b 240 / 240 / 240 170 280

CONCRETE COVER

TO REINFORCEMENT

R.C. WALLR.C. SLAB R.C. BEAM

CONCRETE COVER

TO REINFORCEMENT

170

450

280

FIRE RESISTANCE REQUIREMENT FOR ELEMENTS OF CONSTRUCTION

25

35

25

35

35

75 15

75 15

180

1. * Reinforcement consisting of expanded metal lath or a wire fabric not lighter than 0.5kg/m² with 2mm diameter wire at not more than 100mm centers or

BASEMENT, PODIUM

& TOWER

2/F

TOWER (3/F - 22/F)

G/F - 1/F 4b 60

1

200100

100 200

100

25

25

100

a continuous arrangement of links not more than 200mm centers shall be incorporated in the concrete cover at a distances not exceeding 20mm from the face.

COMPARTMENT OF BUILDING

120

60

605d

7

8

240 / 240 / 240

200125

MINIMUM DIMENSION OF ELEMENTS OF CONSTRUCTION

200

200

300

200

B2F CARPARK 13 BS-01 BS-01 B2F~G/F BELOW GROUND 1 STOREY 1050 # [ 210 x 0.8 ] = 168 > 13

13 BS-02 BS-02 B2F~G/F BELOW GROUND 2 STOREYS 1050 # [ 242 x 0.8 ] = 193 > 68



B1F CARPARK 29 55 BS-02 BS-05 B1F~G/F BELOW GROUND 1 STOREY 1050 # [ 210 x 0.8 ] = 168 > 54

RETAIL-B1 189 218 55 BS-03

54 BS-04

54 BS-05

1/F ARCADE-1F 44 118 ST-01 ST-01 G/F~22/F ABOVE GROUND 22 STOREYS 1050 # [ 498 + ( 32x12 ) ] = 882 > 726

RETAIL-1F-1 41 118 ST-02 ST-02 G/F~22/F ABOVE GROUND 22 STOREYS 1050 # [ 498 + ( 32x12 ) ] = 882 > 726

RETAIL-1F-2 96 117 ST-03 ST-03 G/F~2/F ABOVE GROUND 2 STOREYS 1050 # 242 > 134

RETAIL-1F-3 112 470 117 ST-04 ST-04 G/F~2/F ABOVE GROUND 2 STOREYS 1050 # 242 > 134

RETAIL-1F-4 136

RETAIL-1F-5 34

RETAIL-1F-6 7

2/F RECREATIONAL FACILITIES 18 ST-01

LOUNGE AREA 2 7 18 ST-02

LOUNGE AREA 1 6 17 ST-03

MFXR 11 70 17 ST-04

GYM 20

OUTDOOR SWMP 22

STO 1 1

OCO 3

TOWER FLAT 1 ~ 12 590 ST-01

3/F - 22/F (TOTAL = 12 FLATS) 59 1180 590 ST-02

(TOTAL = 20 S.)

PROVISIONS OF MEANS OF ESCAPE IN CASE OF FIRE

WIDTH OF

STAIRS

(mm)

NUMBER OF

STOREY

ABOVE GROUND

TOTAL DISCHARGE VALUE OF

THE STAIRS (PERSON)

(# NON-SRPINKLER BUILDING)

(* SPRINKLER BUILDING)

TOTAL CAPACITY OF

STOREYS SERVED

BY STAIRS (PERSON)

NUMBER & STAIRS

PROVIDED IN THE

BUILDING

REFER TO

MEANS OF ESCAPE

52

LOCATION TYPE OF

ACCOMMODATION

TOTAL USABLE

FLOOR AREA (m²)

FACTOR REPERSENTING

s.m. OF UFA PER PERSON

TOTAL CAPACITY

PER FLOOR (PERSON)

MARK 〇 INCLUSIVE ACCESSIBLE UNISEX TOILET

RATIO MALE FEMALE

TOTAL REQ. PRO. REQ. PRO. REQ. PRO. REQ. PRO. REQ. PRO. REQ. PRO. REQ. PRO.

B1F RETAIL-B1 189 P. 1.1.5 76 113 1 3 2 ⑥ 1 3 1 ⑤ 1 3 - - - -

G/F ARCADE-G1 48

RETAIL-G1 41

RETAIL-G2 69

RETAIL-G3 125

RETAIL-G4 58

RETAIL-G5 14

1/F ARCADE-1F 44

RETAIL-1F-1 41

RETAIL-1F-2 96

RETAIL-1F-3 112

RETAIL-1F-4 136

RETAIL-1F-5 34

RETAIL-1F-6 7

2/F RECREATIONAL FACILITIES

LOUNGE AREA 2 7

LOUNGE AREA 1 6

MFXR 11

GYM 20

OUTDOOR SWMP 22

STO 1 1

OCO 3

TOWER DOMESTIC

3/F ~ 22/F FLAT NO. 1

(20 STOREYS) (TAKE LARGEST AREA FLAT)

3 4 4

1:1 35 35 2

BATH / SHOWER

MALE FEMALE

URINAL

MALE

2 -

⑤

2

REQ. REQ. PRO.

4-

--3 -⑤

- 1

4 - 31

REQ. PRO.

1 3

1-

PRO.

⑤ 1

(FOR RESIDENTIAL TOWERS)

4.5 9 P. - -36.793 2

REQ.

1 2

REFER TO MEANS OF

ESCAPE

TOTAL = 70 P. 4 1

FEMALE

330 495 3

MALE(PERSONS)

1.1.5

FEMALE MALE

TOTAL = 825 P. 3 8 ⑧

LOCATION TYPE OF

ACCOMMODATION

TOTAL USABLE

FLOOR AREA (m²)

FACTOR

REPERSENTING

s.m. OF UFA PER

PERSON

SCHEDULE OF SANITARY FITMENT

CAPACITY BASINRATIO OF MALE TO FEMALE W.C. PAN

COMPLIANCE WITH SBD GUIDELINES AS STIPULATED IN PNAP APP-152

1, BUILDING SEPARATION MAXIMUM FACADE LENGTH Lp= 52.120m < 60m for entire building

* refer to G/F plan dwg. C071

2, SITE COVERAGE OF GREENERY WITH AREA OF 20% of the site area is provided, out of

GREENERY which half of such green area is within pedestrian zone

* refer to greenery area diagram C072



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C051

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (1)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

2425 212223 17181920 13141516 1112

78

910

2627

2829

3031

325 6

1 2 3 4

34

33

N

SV-B2-02

SV-B2-01

D

C

B

A

1 2 3 4 5

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

XC-1

X2-4

X2-1

X2-2

X2-6

X2-5

X2-3

CONCESSION CALCULATION AT B2F

CONCESSION ITEM 1 CONCESSION ITEM 2.2

AREA NO. Name (S.M.) AREA NO. Name (S.M.)

② ②XC-1 CARPARK 1900.881 X2-1 EVCR 25.190

X2-2 SPR WTPR 35.294

X2-3 PFWTPR 62.576

X2-4 CWPR 11.291

X2-5 FAN RM 8.110

X2-6 SPR PR 4.453

1900.881 146.914

NON-DOMESTIC G.F.A.

CALCULATION AT B1F CONCESSION CALCULATION AT B1F

CONCESSION ITEM 1 CONCESSION ITEM 2.1

AREA NO. (S.M.) AREA NO. Name (S.M.) AREA NO. Name (S.M.) AREA NO. Name (S.M.)

① ② ② ③N-A1 875.406 XC-11 CARPARK 959.533 X1-11 TBE (NDOM) 27.144 X2-11 IRR WTPR 39.545

X2-12 EVCR 12.754

X2-13 FSPR 66.398

X2-14 SWITCH RM 22.009

875.406 959.533 27.144 140.706

CONCESSION CALCULATION AT B1F

CONCESSION ITEM 21

AREA NO. Name (S.M.) AREA NO. Name (S.M.)

② ③X21-11 SV-B2-01 5.046 X34-11 LFS 18.330

X21-12 SV-B2-02 3.700 X34-12 BS-01 14.499

X21-13 PD 3.444

12.190 32.829

AREA CONCESSION ITEM 2.2

NON-DOMESTIC

CONCESSION ITEM 34

N35

3637

SV-B1-01

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-03

D

C

B

A

1 2 3 4 5

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

N-A1XC-11

X34-12

X2-12

X2-14

X1-11 X21-13

X21-12X21-11

X2-13

X34-11X2-11

DOMESTIC & NON- DOMESTIC G.F.A. DIAGRAM OF B2/F

DOMESTIC & NON- DOMESTIC G.F.A. DIAGRAM OF B1/F



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C052

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (2)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

D

C

B

A

1 2 3 4 5

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-01

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

X2-26X21-27 X21-28

X21-26

X2-24X2-25

X21-25

XC-21

N-A22

N-A21

X1-22

X34-21

D-A21

X21-24 X21-21

X2-21

X21-23

X2-22

X34-22

X2-23

X16-21

X16-22

X2-27

X21-22

X1-21

D-A22

DOMESTIC G.F.A.

CALCULATION AT G/F CONCESSION CALCULATION AT G/F

CONCESSION ITEM 1 CONCESSION ITEM 2.1 CONCESSION ITEM 16


① ② ② ②D-A21 66.218 XC-21 RAMP & L/UL 179.920 X1-21 RSMRR 35.835 X16-21 Covered Landscape 5.162

D-A22 4.725 X1-22 TBE (DOM) 27.971 X16-22 Covered Landscape 16.122

70.943 179.920 63.806 21.284

NON-DOMESTIC G.F.A.

CALCULATION AT G/F CONCESSION CALCULATION AT G/F


① ④ ⑤ ④N-A21 1412.603 X2-21 FSCR 2.976 X21-21 SV-B2-01 6.419 X34-21 BS-01 19.610

N-A22 2.498 X2-22 FSI 3.749 X21-22 SV-B2-02 4.963 X34-22 BS-03 26.380

X2-23 CMC 3.194 X21-23 SV-B1-01 4.890

X2-24 GMC 3.148 X21-24 SV-B1-02 4.793

X2-25 SPR CON VALVE 2.827 X21-25 SV-B1-03 4.142

X2-26 TX-01 11.706 X21-26 PD 0.650

X2-27 FSI 2.541 X21-27 PD 3.578

X21-28 PD 2.063

1415.101 30.141 31.498 45.990

NON-DOMESTIC

AREA CONCESSION ITEM 2.2

DOMESTIC

AREA

CONCESSION ITEM 21 CONCESSION ITEM 34

DOMESTIC G.F.A.

CALCULATION AT 1/F CONCESSION CALCULATION AT 1/F

CONCESSION ITEM 2.2 AREA CALCULATIONS AT 1/F RRF

AREA NO. (S.M.) AREA NO. Name (S.M.) AREA NO. Name (S.M.)

① ② ②D-A31 4.725 X2-31 TX RM 89.850 X15-31 FPR (RRF) 31.431

D-A32 18.330

TOTAL 23.055 89.850 31.431

NON-DOMESTIC G.F.A.

CALCULATION AT 1/F

AREA NO. (S.M.)

①N-A31 1693.067

1693.067

G.F.A.

NON-DOMESTIC

DOMESTIC

AREAN

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

N-A31

X15-31

X2-31

D-A31

D-A32

DOMESTIC & NON- DOMESTIC G.F.A. DIAGRAM OF G/F

DOMESTIC & NON- DOMESTIC G.F.A. DIAGRAM OF 1/F



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C053

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (3)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

DOMESTIC G.F.A.

CALCULATION AT 2/F CONCESSION CALCULATION AT 2/F

CONCESSION ITEM 2.2 CONCESSION ITEM 2.3 CONCESSION ITEM 14


① ② ② ②D-A41 230.874 X2-41 SWITCH RM 7.779 X3-41 ACPR 35.454 X14-41 OCO 19.972

X2-42 ELR 11.846

X2-43 MAIN SWITCH RM (DOM) 48.930

230.874 68.555 35.454 19.972

CONCESSION CALCULATION AT 2/F

CONCESSION ITEM 16 CONCESSION ITEM 21 AREA CALCULATIONS AT 2/F RRF

AREA NO. Name (S.M.) AREA NO. Name (S.M.) AREA NO. Name (S.M.)

② ② ②X16-41 Covered Landscape 23.136 X21-41 PD 1.293 X15-41 RRF 448.512

X16-42 Covered Landscape 55.937 X21-42 PD 3.120 X15-42 RRF 43.858

X16-43 Covered Landscape 0.972 X21-43 PD 1.831 X15-43 RRF 155.407

X16-44 Covered Landscape 4.054 X21-44 PD 0.750

84.099 6.994 647.777

AREA CALCULATION OF A/C PLANT ROOM AT 2/F (CONCESSION ITEM 2.3)

1% OF TOTAL NON-DOMESTIC GFA FOR A/C PLANT RM.

= 4163.493 s.m. x 1%

= 41.635 s.m. > 35.454 s.m.

AREA

DOMESTICN

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

X21-43

X14-41

X2-42

X15-43

X15-41

D-A41

X2-43

X3-41

X16-44

X16-42

X16-41

X16-43

X15-42

X21-42X21-41

X2-41X21-44

DOMESTIC G.F..A. CALCULATIONS

(3/F - 22/F)

NET SUB-TOTAL

FLAT NO. FLAT AREA 100% AREA 50% AREA 100% AREA 50% AREA FLAT AREA SUB-TOTAL

(S.M.) (S.M.) (S.M.) (S.M.) (S.M.) (S.M.) (S.M.) AREA NO. (S.M.) AREA NO. (S.M.) (S.M.) (S.M.) (S.M.) (S.M.) (S.M.)

① ② ③ =①+②+③ ④1 56.075 2.000 1.000 1.500 0.750 57.825 Z1 83.107 - - - - - X1-1 RSMRC 2.402 X2-1 ELR 2.402 X21-1 PD 0.550 X28-1 ACP 1.597

2 28.888 2.000 1.000 - - 29.888 - - - - - X2-2 WMC 0.575 X21-2 PD 0.675 X28-2 ACP 4.072

3 28.986 2.000 1.000 - - 29.986 - - - - - X2-3 WMC 0.540 X21-3 TLD 0.722 X28-3 ACP 1.597

4 28.986 2.000 1.000 - - 29.986 - - - - - X21-4 PD 0.510 X28-4 ACP 2.475

5 28.888 2.000 1.000 - - 29.888 - - - - - X21-5 PD 0.540 X28-5 ACP 2.475

6 56.075 2.000 1.000 1.500 0.750 57.825 - - - - - X21-6 PD 0.675 X28-6 ACP 2.475

7 34.719 2.000 1.000 1.500 0.750 36.469 7-W1 0.266 7-W2 0.119 0.385 X21-7 PD 0.550

8 18.654 2.000 1.000 - - 19.654 8-W1 0.209 - - 0.209

9 26.744 2.000 1.000 - - 27.744 - - - - -

10 25.694 2.000 1.000 - - 26.694 - - - - -

11 18.669 2.000 1.000 - - 19.669 11-W1 0.209 - - 0.209

12 34.719 2.000 1.000 1.500 0.750 36.469 12-W1 0.119 12-W2 0.266 0.385

387.097 12.000 3.000 402.097 83.107 1.188 2.402 3.517 4.222 14.691

TOTAL DOMESTIC G.F.A.

= 402.097 + 83.107

= 485.204

AREA NO. (S.M.) STOREYS TOTAL

① ② ③=① x ②

X34-1 LFS 4.725 GF~22F 23 108.68

X34-2 LFS 4.410 2F~22F 21 92.61

X34-3 LFS 4.410 2F~22F 21 92.61

13.545 293.895

CONCESSION ITEM 28

AREA NO.

COMMON AREA

AREA NO. AREA NO.AREA NO.

CONCESSION ITEM 2.1 CONCESSION ITEM 2.2 CONCESSION ITEM 21

AREA NO.

BALCONY

CONCESSION ITEM 5

U.P.

CONCESSION ITEM 12

PRECAST FAÇADE

CONCESSION ITEM 11

LIFT SHAFT AREA

N

T-13

T-2

T-3

T-5

T-6

T-8

T-9

T-B

T-A

T-10

T-12

T-1

T-CT-D

T-14

T-7

T-11

T-E

T-F

BA

D C

FLAT 8

X34-1

X34-2

X34-3

FLAT 11

X28-1

X28-2

X28-3

X28-4

X28-5

X28-6

X21-3

X1-1

Z1

X2-1

8-W1

7-W1

11-W1

12-W1 12-W2

7-W2X21-2

X21-1

X2-3

X21-5X21-6

X21-7

X2-2

42125

1900

4250

2975

4800

2650

2225

4525

2225

2650

7775

4250

1900

1292

5

3550

2550

110029

00

2825 FLAT 1

FLAT 2

FLAT 3

UP

BAL

BAL

BAL

UP

BAL

BAL

FLAT 9

BAL

FLAT 7

FLAT 6

FLAT 5

FLAT 4

BAL

BAL

BAL

UP

FLAT 10

FLAT 12

UP

BAL

BAL

BAL

X21-4

DOMESTIC & NON- DOMESTIC G.F.A. DIAGRAM OF 2/F

DOMESTIC G.F.A. DIAGRAM OF 3/F ~ 22/F (20 STOREYS)123418-01-A21-xxxxxx.pln; C053 CALCULATIONS (3); 100%; 9/11/2019 3:52 PM



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C054

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (4)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

T-13

T-2

T-3

T-5

T-6

T-8

T-9

T-B

T-A

T-10

T-12

T-1

T-CT-D

T-14

T-7

T-11

T-E

T-F

1292

5

3550

2550

110029

00

2825

BA

D C

X2-2

X2-1

X2-3

42125

1900

4250

2975

4800

2650

2225

4525

2225

2650

4800

2975

4250

1900

N

T-6T-7

T-5

T-4T-E

T-DT-C

T-A

T-8T-9

T-10

T-11

T-B

BA

D C

X2-4

23875

9375

2550

1100

2900

2825

4800

2650

2225

4525

2225

2650

4800


(ROOF FLOOR)

(S.M.)

X2-1 EGR 44.350

X2-2 PD 6.105

X2-3 PFWTPR 58.037

108.492

CONCESSION ITEM 2.1

AREA NO.


(UR1/F)

(S.M.)

X2-4 LMR 46.656

46.656

AREA NO.

CONCESSION ITEM 2.1

DOMESTIC G.F.A. DIAGRAM OF ROOF FLOOR

DOMESTIC G.F.A. DIAGRAM OF UR1/F



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C055

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (5)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

3536

37

SV-B1-01

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-03

D

C

B

A

1 2 3 4 5

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

RETAIL-B1S-B1-01

NON-DOMESTIC U.F.A. CALCULATIONS AT B1F

AREA NO. NAME (S.M.)

S-B1-01 RETAIL-B1 565.752

TOTAL UFA AT B1F = 565.752

NON-DOMESTIC U.F.A. CALCULATIONS AT G/F


A-GF-01 ARCADE-G1 141.475

S-GF-01 RETAIL-G1 121.852





TOTAL UFA AT G/F = 1055.322

N

D

C

B

A

1 2 3 4 5

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-01

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

RETAIL-G2S-GF-02

RETAIL-G1S-GF-01

RETAIL-G4S-GF-04

ARCADE-G1A-GF-01

RETAIL-G3S-GF-03

RETAIL-G5S-GF-05

UFA CALCULATION DIAGRAM OF B1/F

UFA CALCULATION DIAGRAM OF G/F



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C056

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (6)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

RETAIL-1F-1S-1F-01

RETAIL-1F-5S-1F-05

RETAIL-1F-2S-1F-02

RETAIL-1F-4S-1F-04

RETAIL-1F-3S-1F-03

ARCADE-1FA-1F-01

RETAIL-1F-6S-1F-06

N

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

GYMR-U4

MFXRR-U3

LOUNGE AREA 1R-U2

LOUNGE AREA 2R-U1

STO 1R-U11

OCOR-U21

OUTDOOR SWMPR-U5

NON-DOMESTIC U.F.A. CALCULATIONS AT 1/F


A-1F-01 ARCADE-1F 129.333

S-1F-01 RETAIL-1F-1 122.278

S-1F-02 RETAIL-1F-2 286.417

S-1F-03 RETAIL-1F-3 334.367

S-1F-04 RETAIL-1F-4 407.605

S-1F-05 RETAIL-1F-5 99.338

S-1F-06 RETAIL-1F-6 20.069

TOTAL UFA AT 1/F = 1399.407

UFA CALCULATION DIAGRAM OF 1/F

UFA & UFS CALCULATION DIAGRAM OF 2/F

R.R.F. U.F.A. & U.F.S. CALCULATIONS AT 2/F


R-U1 LOUNGE AREA 2 20.072

R-U2 LOUNGE AREA 1 17.779

R-U3 MFXR 106.398

R-U4 GYM 59.889

R-U21 OCO 19.972

TOTAL UFA AT 2/F = 224.110

R-U11 STO 1 6.987

TOTAL UFS AT 2/F = 231.097



BD REF

FSD REF

2/1234/18

FP 8/

BIM REF 2-1234-18-A21-01



C057

1:200 (A1)SCALE



SOURCE

DRAWING TITLE

CALCULATIONS (7)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

(3/F - 22/F) (TOTAL) (TOTAL)

FLAT LIV / DIN M. BR /BR. BR.1 BR.2 U.F.A. OCCUPANCY CAPACITY OPEN KIT. UTILITY U.F.S.

(S.M.) (S.M.) (S.M.) (S.M.) (S.M.) FACTOR (PERSONS) (S.M.) (S.M.) (S.M.)

① ② ③ ④ ⑤=①+②+③+④ ⑥ ⑦ = ⑤ / ⑥ ⑧ ⑨ ⑩=⑤+⑧+⑨

1 19.853 7.176 4.882 4.882 36.793 9 4.650 2.100 43.543

2 12.839 7.579 - - 20.418 5 2.280 - 22.698

3 12.134 7.524 - - 19.658 5 2.377 - 22.035

4 12.134 7.524 - - 19.658 5 2.377 - 22.035

5 12.839 7.579 - - 20.418 5 2.280 - 22.698

6 19.853 7.176 4.882 4.882 36.793 9 4.650 2.100 43.543

7 12.542 7.768 4.410 - 24.720 6 2.522 - 27.242

8 12.224 - - - 12.224 3 1.710 - 13.934

9 11.119 5.913 - - 17.032 4 3.585 - 20.617

10 11.119 5.913 - - 17.032 4 3.585 - 20.617

11 12.224 - - - 12.224 3 1.710 - 13.934

12 12.542 7.768 4.410 - 24.720 6 2.522 - 27.242

TOTAL U.F.A./ U.F.S. PER EACH FLOOR 261.690 64 300.138

TOTAL U.F.A. (3/F~22/F) = 261.69 x 20 Storeys = 5233.800

TOTAL U.F.S. = 300.138 x 20 Storeys = 6002.760

4.5

MEANS OF ESCAPE U.F.S. CALCULATIONSDOMESTIC U.F.A. CALCULATIONSN

T-13

T-2

T-3

T-5

T-6

T-8

T-9

T-B

T-A

T-10

T-12

T-1

T-CT-D

T-14

T-7

T-11

T-E

T-F

1

2

3

9

8

6

5

4

10

11

12

7

BA

D C

42125

1900

4250

2975

4800

2650

2225

4525

2225

2650

7775

4250

1900

1292

5

3550

2550

110029

00

2825

LIV / DIN

BR2

BR1

MBR

KIT

UTR

LIV / DIN

BR

O KIT

LIV / DINBR

O KIT

LIV / DIN

MBR

BR1O KIT

LIV / DINO KIT

LIV / DIN

BR

O KIT

LIV / DIN

BR2

BR1

KIT

UTR

LIV / DIN

BR

O KIT

LIV / DIN

BR

O KIT

LIV / DIN

MBR

BR1

O KIT

LIV / DIN

O KIT

LIV / DIN

BR O KIT

MBR

N

1.5x1.5m SPACE

48675 3445

1415

021

646

BA

D C

S1-L

N

9802 25691

2569

243

5723

9053

83

9917 2275

BA

D C

OS-1

S2-L

TOWER WINDOW AREA & OPENABLE AREA CALCULATION

USE U.F.A. U.F.A.

FLAT (EACH FLOOR) (s.m.) (s.m.) (1/10) (s.m.)

LIV / DIN 19.853 1.371 x 1.375 x 80% = 1.508 1.985 1.371 x 0.950 x 80% = 1.042 1.241

*BATH 1 2.940 1.229 x 1.350 x 80% = 1.327 0.294 0.750 x 1.350 x 80% = 0.810 0.294 (1/10)

Total = 2.835 > 2.279 Total = 1.852 > 1.535

MBR 7.176 0.600 x 1.375 x 80% = 0.660 0.718 0.600 x 0.950 x 80% = 0.456 0.449

*M BATH 2.940 1.000 x 1.350 x 80% = 1.080 0.294 0.650 x 1.350 x 80% = 0.702 0.294 (1/10)

Total = 1.740 > 1.012 Total = 1.158 > 0.743

BR1 4.882 2.100 x 1.375 x 80% = 2.310 > 0.488 0.700 x 0.950 x 80% = 0.532 > 0.305

BR2 4.882 2.100 x 1.375 x 80% = 2.310 > 0.488 0.700 x 0.950 x 80% = 0.532 > 0.305

KIT 4.650 1.000 x 1.200 x 80% = 0.960 0.465 1.000 x 1.200 x 80% = 0.960 0.291

UTR 2.100 0.210 0.210 (1/10)

Total = 0.960 > 0.675 Total = 0.960 > 0.501

LIV / DIN 12.839 0.821 x 1.375 x 80% = 0.903 1.284 0.700 x 0.950 x 80% = 0.532 0.802

O KIT 2.280 1.229 x 1.350 x 80% = 1.327 0.228 0.750 x 1.350 x 80% = 0.810 0.143

*BATH 2.798 0.280 0.280 (1/10)

Total = 2.230 > 1.792 Total = 1.342 > 1.225

BR 7.579 2.150 x 1.375 x 80% = 2.365 > 0.758 0.700 x 0.950 x 80% = 0.532 > 0.474

LIV / DIN 12.134 0.971 x 1.375 x 80% = 1.068 1.213 0.700 x 0.950 x 80% = 0.532 0.758

O KIT 2.377 1.079 x 1.350 x 80% = 1.165 0.238 0.750 x 1.350 x 80% = 0.810 0.149

*BATH 2.888 0.289 0.289 (1/10)

Total = 2.233 > 1.740 Total = 1.342 > 1.196

BR 7.524 2.150 x 1.375 x 80% = 2.365 > 0.752 0.700 x 0.950 x 80% = 0.532 > 0.470

LIV / DIN 12.542 0.646 x 1.200 x 80% = 0.620 1.254 0.646 x 1.200 x 80% = 0.620 0.784

O KIT 2.522 1.229 x 1.350 x 80% = 1.327 0.252 0.750 x 1.350 x 80% = 0.810 0.158

*BATH 2.940 0.294 0.294 (1/10)

Total = 1.947 > 1.800 Total = 1.430 > 1.236

MBR 7.768 1.400 x 1.375 x 80% = 1.540 > 0.777 0.700 x 0.950 x 80% = 0.532 > 0.486

BR1 4.410 1.400 x 1.200 x 80% = 1.344 > 0.441 1.400 x 1.200 x 80% = 1.344 > 0.276

LIV / DIN 12.224 1.246 x 1.200 x 80% = 1.196 1.222 1.246 x 1.200 x 80% = 1.196 0.764

O KIT 1.710 1.229 x 1.350 x 80% = 1.327 0.171 0.750 x 1.350 x 80% = 0.810 0.107

*BATH 2.940 0.294 0.294 (1/10)

Total = 2.523 > 1.687 Total = 2.006 > 1.165

LIV / DIN 11.119 0.700 x 1.200 x 80% = 0.672 1.112 0.700 x 1.200 x 80% = 0.672 0.695

O KIT 3.585 1.229 x 1.350 x 80% = 1.327 0.359 0.750 x 1.350 x 80% = 0.810 0.224

*BATH 2.888 0.289 0.289 (1/10)

Total = 1.999 > 1.760 Total = 1.482 > 1.208

BR 5.913 1.850 x 1.200 x 80% = 1.776 > 0.591 0.700 x 1.200 x 80% = 0.672 > 0.370

REQ. OPENABLE AREAREQ. LIGHTING

( W ) x ( H ) x 80% ( W ) x ( H ) x 80%

PRO. OPENABLE AREA U.F.A.

(1/16)

PRO. LIGHTING AREA

9 & 10

1 & 6

2 & 5

3 & 4

7 & 12

8 & 11

OPEN SPACE AREA CALCULATION

3FNO.

OS-1AREA

715.319715.319 m²

NAMEOPEN SPACE

NON-DOMESTIC SITE COVERAGE AREA CALCULATION(15m ABOVE GROUND LEVEL)

2FNO.

S1-LAREA1837.4041837.404 m²

NAMENON-DOMESTIC SC

DOMESTIC SITE COVERAGE AREA CALCULATION

3FNO.

S2-LAREA

685.553685.553 m²

NAMEDOMESTIC SC

UFA & UFS CALCULATION DIAGRAM OF 3/F ~ 22/F (20 STOREYS)

NON-DOMESTIC SITE COVERAGE CALCULATIONS DIAGRAM AT 2F ( NOT EXCEEDING 15M ) OPEN SPACE & DOMESTIC SITE COVERAGE CALCULATIONS DIAGRAM AT 3F



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FIRE COMPARTMENT DIAGRAMS &CALCULATIONS (1)

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

2425 212223 17181920 13141516 1112

78

910

2627

2829

3031

325 6

1 2 3 4

34

33

N

SV-B2-02

SV-B2-01

D

C

B

A

1 2 3 4 5

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

F-B2-1

F-B2-2

N35

3637

SV-B1-01

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-03

D

C

B

A

1 2 3 4 5

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

F-B1-1

F-B2-3

F-B1-11

F-B1-2

FIRE COMPARTMENT CALCULATION FOR B1-A

AREA NO. (s.m.) Height (m) (cu.m.)

F-B1-1 B1/F (CARPARK) = 562.814 5.650 3179.899

F-B1-2 B1/F (RAMP) = 161.902 5.650 914.746

F-B1-3 G/F (RAMP) = 173.533 5.250 911.048

TOTAL = 898.249 5005.693

FIRE COMPARTMENT B1-1 = 5005.693 < 7000 cu.m.

FIRE COMPARTMENT CALCULATION AT B1-B


F-B1-11 B1/F (RETAIL) = 605.070 5.650 3418.646

TOTAL = 3418.646


AREA CALCULATION FOR SMOKE VENT FOR B1-A

AREA NO. (s.m.)

F-B2-3 B1/F (RAMP) = 136.454

F-B1-1 B1/F (CARPARK) = 562.814

F-B1-2 B1/F (RAMP) = 161.902

B1-1 AREA FOR SMOKE VENT = 861.170

AREA CALCULATION FOR SMOKE VENT FOR B1-B

AREA NO. (s.m.)

F-B1-11 B1/F (RETAIL) = 605.070


FIRE COMPARTMENT CALCULATION AT B2-A


F-B2-1 B2/F (CARPARK) = 1443.825 3.600 5197.770

F-B2-2 B2/F (RAMP) = 110.189 3.600 396.680

F-B2-3 B1/F (RAMP) = 136.454 5.650 770.965

TOTAL = 1690.468 6365.415


AREA CALCULATION FOR SMOKE VENT AT B2-A

AREA NO. (s.m.)

F-B2-1 B2/F (CARPARK) = 1443.825

F-B2-2 B2/F (RAMP) = 110.189


FIRE COMPARTMENT DIAGRAM OF B2/F

FIRE COMPARTMENT DIAGRAM OF B1/F



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DRAWING TITLE


PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

F-1F-1

N

D

C

B

A

1 2 3 4 5

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-01

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

F-GF-1

F-GF-2

F-GF-3

F-B1-3

FIRE COMPARTMENT CALCULATION AT G/F-A


F-GF-1 G/F (RETAIL) = 580.452 5.250 3047.373

TOTAL = 3047.373


FIRE COMPARTMENT CALCULATION AT G/F-B


F-GF-2 G/F (RETAIL) = 373.058 5.250 1958.555

TOTAL = 1958.555


FIRE COMPARTMENT CALCULATION AT G/F-C


F-GF-3 G/F (RETAIL) = 171.953 5.250 902.753

TOTAL = 902.753


FIRE COMPARTMENT CALCULATION AT 1/F


F-1F-1 1/F (RETAIL) = 1446.875 4.450 6438.594

TOTAL = 6438.594


FIRE COMPARTMENT DIAGRAM OF G/F

FIRE COMPARTMENT DIAGRAM OF 1/F



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DRAWING TITLE


PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

D

C

B

A

1 2 3 4 5

1.5x1.5m SPACE

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

F-2F-1

FIRE COMPARTMENT CALCULATION AT 2/F


F-2F-1 2/F (RRF & LOBBY) = 494.963 4.050 2004.600

TOTAL = 2004.600


FIRE COMPARTMENT DIAGRAM OF 2/F



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DRAWING TITLE

SUSTAINABLE BUILDING DESIGNDEMONSTRATION DIAGRAMS &CALCULATIONS

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

1.5x1.5m SPACE

7.5m

12.8m

WID

E

BA

D C

X X 街 X X STREETSTREET CENTRE LINE

N

1.5x1.5m SPACE

LP = 52.120m < 60mB

A

D C

X X 街 X X STREET

( SHALL COMPLY WITH PNAP AP152 )

IN ORDER TO IMPROVE AIR VENTILATION , ENHANCE THE ENVIRONMENTAL QUALITY AT PEDESTRIAN LEVEL AND MITIGATEDEEP STREET CANYON EFFECT, BUILDINGS ABUTTING A NARROW STREET LESS THAN 15m WIDE SHALL SETBACK

i.e. SETBACK REQUIREMENT COMPLIED

MAXIMUM FACADE LENGTH Lp = 52.120m < 60m ENTIREBUILDING AND SITE AREA 20,000 s.m.

i.e. NO REQUIREMENT ON BUILDING SEPARATION

BUILDING SETBACK DIAGRAM BUILDING SEPARATION DIAGRAM



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GREENERY DIAGRAMS &CALCULATIONS

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

SITE COVERAGE OF GREENERY ON PEDESTRIAN AREA CALCULATION

G/F GREENERY AREA

G1 = 328.339 s.m.

SUB-TOTAL = 328.339 s.m.

2/F GREENERY AREA

G2 = 12.173 s.m.

G3 = 11.331 s.m.

G4 = 131.699 s.m.

G5 = 54.430 s.m.

G6 = 20.753 s.m.

SUB-TOTAL = 230.386 s.m.

TOTAL PEDESTRIAN AREA = 558.725 s.m.

TOTAL SITE COVERAGE OF GREENERY ON PRIMARY ZONE (UNDER APP-152)

SITE AREA = 2507.828 s.m. < 20000 s.m.

MIN. SITE COVERAGE OF GREENERY (PRIMARY ZONE = 10% & OVERALL 20%)

ACTUAL SITE COVERAGE OF GREENERY GREENERY AREA ON PRIMARY ZONE

SITE AREA

558.725

2507.730

22.280% > 10%

TOTAL AREA OF GREENERY = GREENERY AREA ON PRIMARY ZONE + GREENERY AREA ON ROOF FLOOR

= 558.725 s.m.

ACTUAL SITE COVERAGE OF GREENERY = TOTAL AREA OF GREENERY

SITE AREA

= 558.725

2507.730

= 22.280% > 20%

x 100 %

x 100 %

x 100 %

x 100 %

=

=

=

N

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-01

8300

1250

012

800

3360

0

9600 9600 12300 1350045000

BA

D C

G1

N

1.5x1.5m SPACE

BA

D C

G2

G4

G6

G3 G5

GREENERY DIAGRAM OF G/F & 2/F



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DRAWING TITLE

E.V.A. PLAN DIAGRAMS &CALCULATIONS

PROJECT

BD SAMPLE -

9/11/2019 3:52 PM

N

EE

SV-B1-03

SV-B1-02 SV-B2-01

SV-B2-02

SV-B1-01

10m

10m

3658

1

52126

1415

021

646

13400 17250 18027 3443

800

800

X X 街 X X STREET

X X 道 X X ROAD

X X

街 X

X S

TREE

T

BA

D C

N9001000

5971

3008

3146

1379

3396

4525

3396

1379

3146

3008

5971

1900

1450

1450

1450

3750

3750

1450

1450

1450

1450

2400

6775

2450

1225

225

1450

6001025

3050

2075

1046

1929

1379

3075

14967

3075

1379

1929

1046

2075

3050

1025

1450

900

1500

6775

2450

1225

225

1450

600

6001450

1450

600

1293

1483

917900

1000

2337

1025

3050

2075

1046

1929

1379

2436

842

6775

2450

1225

225

1450

600

600

10m

10m

BA

D C

X X 街 X X STREET

X X 道 X X ROAD

X X

街 X

X S

TREE

T

LENGTH CALCULATION OF FACADE TO BE SERVED BY E.V.A.

TOTAL LENGTH OF PERIMETER WALL FOR PODIUM PORTION (G/F~2/F) = 178.22 m

TOTAL LENGTH OF THE FACADE FOR PODIUM PORTION (G/F~2/F) = 102.40 m

SERVED BY THE XX ROAD & XX STREET

PERCENTAGE OF PERIMETER WALL FOR PODIUM


( 102.40 / 178.22 ) x 100% = 57.46 % > 25 %

LENGTH CALCULATION OF FACADE TO BE SERVED BY E.V.A.

TOWER (FROM 3/F TO 22/F)

TOTAL LENGTH OF PERIMETER WALL FOR TOWER = 137.70 m

TOTAL LENGTH OF THE FACADE FOR TOWER TO BE = 35.062 m


PERCENTAGE OF PERIMETER WALL FOR TOWER


( 35.062 / 137.700 ) x 100% = 25.463 % > 25 %

EMERGENCY VEHICULAR ACCESS (EVA)WITHSTAND LOADING 30000 KGHARD PAVE WIDTH - OPERATION ≥ 6M ; FOR PASSAGE ≥ 4.5MGRADIENT - OPERATION ≤ 1 : 10 ; FOR PASSAGE ≤ 1 : 6OVERALL HEADROOM MIN. 4.5M

LEGEND :

EMERGENCY VEHICULAR ACCESS (EVA)WITHSTAND LOADING 30000 KGHARD PAVE WIDTH - OPERATION ≥ 6M ; FOR PASSAGE ≥ 4.5MGRADIENT - OPERATION ≤ 1 : 10 ; FOR PASSAGE ≤ 1 : 6OVERALL HEADROOM MIN. 4.5M

LEGEND :

EVA PLAN OF GF

EVA PLAN OF TYPICAL FLOOR

SITE BOUNDARYCENTRE LINE OF STREETLENGTH OF PERIMETER WALL FOR TOWERLENGTH OF THE FACADE FOR TOWER SERVED BY EVA

SITE BOUNDARYCENTRE LINE OF STREETLENGTH OF PERIMETER WALL FOR PODIUMLENGTH OF THE FACADE FOR PODIUM SERVED BY EVA

Documents

D AT XX AU WIDE · 1 .code of practice for fire safety in building 2011 to be complied with 2. design manual barrier free access 2008 to be complied with. exit sign at high level