Archiandrew Portfolio

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@Archiandrew chewandrewwj.wixsite.com/archiandrew chewandrewwj@gmail.com Linkedin.com/in/andrew-chew-b63971109 Andrew Chew on Tinkercad Ng_pillow on Simtropolis

Andrew Chew Wen Jing It’s not about the distance, it’s about the development.


¥² Won 3rd PLace in the National Schools Digital MediaÌ Competition, Organised by SCDF. 2014 Õ² Awarded Bronze in Preliminary Round of NUS geographyÌ challenge, 2015. в Performer for School of Architecture and the Built EnvironmentÌ Award Ceremonies, AY 2016 / 2017. }² Represented SP in Pre - University Seminar, 2017. z² Academic Excellence : Director’s Honours Roll, 2017. ʲ Won 2nd Price on the National BIM - Shootout 2017: SingaporeÌ Construction Productivity Week 2017, 2017. ɲ Edusave Merit Bursary, 2018. p² Exhibited Project work at Archifest: Design for Silver GenerationÌ Exhibition, 2018. ² Academic Excellence: Director’s Honours Roll, 2018. ¥æ² Archifest: Design for Silver Generation Symposium, 2018. Îk kbÌ@ÎÌ9 1 ̵Ì9 Nk àÌ Îk ÂŲ

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Personal Projects #oof


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VSE: Participatory Design User - centric design approach


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A gateway for architectural beginners, Unlocking the Fibonacci’s Cryptex establishes the need for a design driver. From an A2 trace that showcases dismantled components in a dishevelled manner, students identify design drivers that best literally represents what is showcased from a 21cm square snippet of the trace. Once so, a sculpture of sticks and planes is created to best represent the drivers. Whilst fabricating the cryptex, students are learning the ropes of the basics of life in architecture school- model craftsmanship, documentation, lineweights, computer modelling, and presentation skills.


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Enfloaping The Fibonacci’s Cryptex


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The Primer builds upon information and work that has been done from prelude studies 01. Primer 2 tasks the student to design an experiential narrative, which can be in the form of a memorial, or even a library. In prelude studies 01, one studies the phenomenology of images, and how it plays a role in evoking emotions and feelings. Hence, students are to translate what they have learnt into a 3-dimensional experience, based on 121 square metres of land. The predominant hero studied is based on Mr Eter Foo, an unsung Singaporean war hero.


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SpirIal Journey of Fear, Bravery and Hope


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Forgiveness is all we need, and all we need to give.


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The house is designed for a landscape designer. While a designer, he is troubled by the stresses of his work. Henceforth, i derived the metaphor of continuity to be used in my house design, based on the client’s works, and it’s no coincidence that for our cohort’s site is in a rural setting, facing much landscape. The Non - GCB Bungalow, is located at the hillside of 5 Canterbury Road, facing scenic views of nearby plains, Kent Ridge Hill Park, and a hidden plant nursery. A site as rural as this is a rare find in Singapore. Hence the site context is appropriate for a landscape designer to embrace. This opens up room of opportunity for the client to de-stress, concurrently imagine and daydream over possible landscape works over the site. Working on the project, the biggest difficulty is getting the buildings’ massing to conform to the site slope. I imagined planes that rises out of the ground as a metaphor that expresses the clients’ work. This implies a continuity of the landscape that can be extended into the architecture. Some of these planes are adjusted to be implied, or fitted with fins to expressed directionality, or framed.


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Mobius Strip Continuous peace of mind


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VSE: 3dsmax

How many words does an animation communicate?


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BIM Shootout Won 2nd Price


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Additionally, architectural spaces in the development is further refined to further support the operation of farming and farming-related logistical activities. For instance, the roof level is further detailed to incorporate intensive gardening. The roof’s Sanitary Discharge and Rainwater Downpipe Stacks are incorporated to have night lights to utilise its presence while providing night lighting for growth of seedlings at night. Sky Terraces now have at least a communal kitchen facility, that supports preparation of produce, or host small gatherings among neighbours for the crops that’s been harvested. Communal fish pond facilities exist to provide ideal nitrate water necessary for irrigation. As a result, this project presents itself as a model for future farming integration into housing estates. Ideally, such proposal is able to produce high efficiency outputs within fairly realistic realities. This project was one of the chosen to present at Archifest 2018 Symposium: Designing for the Silver Generation at the National Design Centre, and likewise, was featured at the Designing for the Silver Generation Exhibition at URA.


65


64

Rochor farms, is the high - tech farming solution in solving problems related to food shortage and self - sufficiency, by tapping on the active lifestyle of the elderly. The rotating rack system is further developed to host a realistic mechanical system within its covers, while dealing with the other issues that bothers the design of the system, such as irrigation, support, and levelling of trays as the system rotates. Like a mini ferris-wheel, the technology developed by skygreens, has the potential to embed such system in a residential development. Not only it gives a possibility of having a moving facade in the building, but it also provides an efficiency in farming that traditional plot - based farming is unable to provide. This concept goes against BCA’s regulation_ĂŒ prohibitiš moving facades in buildings generally, which is a measure for public safety. Work still remains over guaranteeing the safety of such rotating system being incorporated into a residential highrise, as well as minimalising impact of its operational presence upon residential units and the residents themselves. However if successful, such proposal will spearhead progress in sustainable architecture.


63

Rochor Farms The vertical farming proposal


62


61

VSE: Rhino/GH + Fablab Hex shelves


60


59


58


57

Archifest 2018

Design for Silver Generation Symposium and Exhibition


56


55

13 12 ________sheet of ________

BUILDING AND CONSTRUCTION AUTHORITY APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29) A1460 - 007 - 2018 - BP01

Project Ref No:

MAJOR PROJECT

R.C FLAT ROOF

AMSL: 137.300 m BOUNDARY LINE

BOUNDARY LINE

20 MM THK TEMPERED LAMINATED LOW EMISSIVITY GLASS SKYLIGHT TO DETAIL

500 MM THK ACOUSTICALLY TREATED DOME - SHAPED R.C ROOF WITH 2 HR FIRE RATING

TRUSS GIRDER SUPPORTED BY STRUTS

COMMISSIONER OF BUILDING CONTROL

250 MM THK LIGHTWEIGHT STANDING METAL SEAM ROOF

ROOF GARDEN BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

FFL 132.10 m

AUDITORIUM FFL 129.693 m CARPET AC

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

5000

FIRE FIGHTING LOBBY / PUBLIC LOBBY

6TH STOREY

CARPET

CARPET

500 MM THK 2 HR FIRE - RATED ACOUSTICALLY TREATED R.C WALL

(a)

ACOUSTICALLY TREEATED CEILING

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

AUDITORIUM FFL 127.100 m

FFL 117.100 m

AC

AC

5000

FFL 127.10 m

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

FIRE FIGHTING LOBBY / PUBLIC LOBBY FFL 117.100 m

STAGE WORKSHOP FFL 127.100 m H. TILES AC

CARPET AC

the preparation of these building plans are in accordance with the Building Control Regulations; and

DRAINAGE INTERPRETATION

5TH STOREY

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

1000 MM HIGH GLASS BALUSTRADE

ROAD LINE PLAN

FFL 122.10 m

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

5000

ACOUSTICALLY TREEATED CEILING

FIRE FIGHTING LOBBY / PUBLIC LOBBY FFL 122.100 m CARPET AC

OWNER'S DECLARATION

PERFORMING STAGE AREA FFL 121.100 m SPRING LOADED FLOOR

AUDITORIUM

I/ We, ANDREW CHEW WEN JING, hereby declare:

AC

FFL 127.100 m CARPET AC

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

FFL 117.10 m

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

5000

27593

4TH STOREY

1000 MM HIGH GLASS BALUSTRADE

OFFICE WORKSPACE AREA FFL 112.100 m CARPET AC

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE Building Plan (BP)

INTERNAL CIRCULATION STAIRCASE FOR OFFICE

3RD STOREY

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

DANCE STUDIO / CONFERENCE ROOM AREA FFL 110.600 m TIMBER PARQUET FLOORING AC

5000

FFL 112.10 m

Rev.

OFFICE WORKSPACES FFL 107.100 m CARPET AC

2ND STOREY

Date

Description

35 DEG THYSENKRUPP ESCALATOR TO MANUFACTUERER'S SPECS

INFORMAL MEETING SPACE FFL 105.600 m RAISED TIMBER PLANKS NV

FFL 107.10 m 5000

PUBLIC WORKSHOP AREA FFL 103.600 m RAISED FLOOR AC

JALAN BESAR ROAD NCAT DROP - OFF AREA FFL 102.400 m H. TILES NV

1ST STOREY

FFL 98.50 m BASEMENT 2

Developer:

200 MM THK R.C SLAB

3600

BASEMENT

PLANTER

BASEMENT CARPARK FFL 98.500 m CEMENT SCREED MV

3600

FFL 102.10 m

BASEMENT CARPARK FFL 94.900 m CEMENT SCREED MV

FFL 99.300 m SOIL MV

DRIVEWAY

ENJU AIHARA

FFL 98.500 m CEMENT SCREED MV

01 JALAN BESAR, SINGAPORE 591000

300 MM THK R.C BUILDING PAD

FFL 94.90 m DEVELOPER'S SIGNATURE

Architect Designer

SECTIONA-A 10m

0m 2.0m

SCALE 1:

500 DOVER ROAD, SINGAPORE 139651

20m

ARCHITECT'S SIGNATURE

200

Project Title: PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____Section A-A

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

12

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 200

Rev.:

Date:

Drawn:

Checked:

12/02/18

ANDREW CHEW

WEN YI


54

13 13 ________sheet of ________

BUILDING AND CONSTRUCTION AUTHORITY APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

4 7

A1460 - 007 - 2018 - BP01

Project Ref No:

MAJOR PROJECT

8 5 8400

8400 1854 120

900

FT

1150

1500

SUMMIT

COMMISSIONER OF BUILDING CONTROL

T

HC TOILET FFL 103.900

2534

m

H. TILES

120

1186

IC 2

SCREED TO FALL AT 1:100 GRADIEN T

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

820

600

FT

SCREED TO AT 1:100 FALL GRADIEN

'1

NV

(a)

1073

H/C TOILET m

NV

720

MV

B

LACTATIO N ROOM FFL 107.100 m H. TILES

FT

DS

ROAD LINE PLAN

VS

868

T SCREED TO AT 1:100 FALL GRADIEN

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

SUMMIT

MV

120

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

IC 3

DS

FT

1300

1880

TILES MV

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

UT

DS

VS

900

VS

the preparation of these building plans are in accordance with the Building Control Regulations; and

DRAINAGE INTERPRETATION

MALE RESTROO M FFL 103.900 m H. TILES

600

FFL 107.100

SCREED TO FALL AT 1:100 GRADIEN T

SIDE TABL E WITH REFR IGERATO R ONTOP

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

820

CHAIR

1623

417

1479 FT

900

120

FT

NV

508

I/ We, ANDREW CHEW WEN JING, hereby declare:

m

SCREED TO AT 1:100 FALL GRADIEN

H. TILES

820

NV

133

FT MALE RESTROO M FFL 107.100 m H. TILES

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

RESTROO M

FFL 103.900

B

600

820

3500

FEMALE

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

556

m

H. TILES

900

MV

RESTROO M

FFL 107.100

120

900

700

OWNER'S DECLARATION

FEMALE

FT

T

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

SUMMIT

Building Plan (BP)

NV

820

820

820

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

SCREED TO FALL AT 1:100 GRADIEN T

SUMMIT

410

1500 SUMMIT

1500

Date

123

GLASS FIN CURTAIN WALL C/ C 100 MM

A

Description

Developer:

1500

760

900

740 883

'1 1500

607

IC 5

ENJU AIHARA

1506

790

IC 4

T

T

SUMMIT

973

SCREED TO AT 1:100 FALL GRADIEN

663

SCREED TO AT 1:100 FALL GRADIEN

556

SCREED TO FALL AT 1:100 GRADIEN T

820

UT

3437

Rev. 3500

T

410 57

SCREED TO AT 1:100 FALL GRADIEN

820

820

A

LAST IC BEFORE

01 JALAN BESAR, SINGAPORE 591000

MH

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

PROPOSED POSITION OF NEW MANHOLE

2nd Storey Part Plan of Restroom

1

0m 0.5m

SCALE 1:

3m

5m

SCALE 1:

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

FH

5. 6. 7. 8. 9.

FD FIRE DOOR 0.5 HR

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

1st Storey Part Plan of Restroom 0m 0.5m

50

LEGEND FIRE BELL

1

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

3m

5m

MH TL : 101 .885 IL: 100.7 95

ARCHITECT'S SIGNATURE

Project Title: PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

50

Drawing Title: ____Part Plan of Restrooms

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

13

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 50

Rev.:

Date:

Drawn:

Checked:

12/02/18

ANDREW CHEW

WEN YI


53

13 12 ________sheet of ________

BUILDING AND CONSTRUCTION AUTHORITY APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29) A1460 - 007 - 2018 - BP01

Project Ref No:

MAJOR PROJECT

R.C FLAT ROOF

AMSL: 137.300 m BOUNDARY LINE

BOUNDARY LINE

20 MM THK TEMPERED LAMINATED LOW EMISSIVITY GLASS SKYLIGHT TO DETAIL

500 MM THK ACOUSTICALLY TREATED DOME - SHAPED R.C ROOF WITH 2 HR FIRE RATING

TRUSS GIRDER SUPPORTED BY STRUTS

COMMISSIONER OF BUILDING CONTROL

250 MM THK LIGHTWEIGHT STANDING METAL SEAM ROOF

ROOF GARDEN BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

FFL 132.10 m

AUDITORIUM FFL 129.693 m CARPET AC

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

5000

FIRE FIGHTING LOBBY / PUBLIC LOBBY

6TH STOREY

CARPET

CARPET

500 MM THK 2 HR FIRE - RATED ACOUSTICALLY TREATED R.C WALL

(a)

ACOUSTICALLY TREEATED CEILING

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

AUDITORIUM FFL 127.100 m

FFL 117.100 m

AC

AC

5000

FFL 127.10 m

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

FIRE FIGHTING LOBBY / PUBLIC LOBBY FFL 117.100 m

STAGE WORKSHOP FFL 127.100 m H. TILES AC

CARPET AC

the preparation of these building plans are in accordance with the Building Control Regulations; and

DRAINAGE INTERPRETATION

5TH STOREY

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

1000 MM HIGH GLASS BALUSTRADE

ROAD LINE PLAN

FFL 122.10 m

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

5000

ACOUSTICALLY TREEATED CEILING

FIRE FIGHTING LOBBY / PUBLIC LOBBY FFL 122.100 m CARPET AC

OWNER'S DECLARATION

PERFORMING STAGE AREA FFL 121.100 m SPRING LOADED FLOOR

AUDITORIUM

I/ We, ANDREW CHEW WEN JING, hereby declare:

AC

FFL 127.100 m CARPET AC

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

FFL 117.10 m

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

5000

27593

4TH STOREY

1000 MM HIGH GLASS BALUSTRADE

OFFICE WORKSPACE AREA FFL 112.100 m CARPET AC

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE Building Plan (BP)

INTERNAL CIRCULATION STAIRCASE FOR OFFICE

3RD STOREY

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

DANCE STUDIO / CONFERENCE ROOM AREA FFL 110.600 m TIMBER PARQUET FLOORING AC

5000

FFL 112.10 m

Rev.

OFFICE WORKSPACES FFL 107.100 m CARPET AC

2ND STOREY

Date

Description

35 DEG THYSENKRUPP ESCALATOR TO MANUFACTUERER'S SPECS

INFORMAL MEETING SPACE FFL 105.600 m RAISED TIMBER PLANKS NV

FFL 107.10 m 5000

PUBLIC WORKSHOP AREA FFL 103.600 m RAISED FLOOR AC

JALAN BESAR ROAD NCAT DROP - OFF AREA FFL 102.400 m H. TILES NV

1ST STOREY

FFL 98.50 m BASEMENT 2

Developer:

200 MM THK R.C SLAB

3600

BASEMENT

PLANTER

BASEMENT CARPARK FFL 98.500 m CEMENT SCREED MV

3600

FFL 102.10 m

BASEMENT CARPARK FFL 94.900 m CEMENT SCREED MV

FFL 99.300 m SOIL MV

DRIVEWAY

ENJU AIHARA

FFL 98.500 m CEMENT SCREED MV

01 JALAN BESAR, SINGAPORE 591000

300 MM THK R.C BUILDING PAD

FFL 94.90 m DEVELOPER'S SIGNATURE

Architect Designer

SECTIONA-A 10m

0m 2.0m

SCALE 1:

500 DOVER ROAD, SINGAPORE 139651

20m

ARCHITECT'S SIGNATURE

200

Project Title: PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____Section A-A

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

12

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 200

Rev.:

Date:

Drawn:

Checked:

12/02/18

ANDREW CHEW

WEN YI


52

13 11 ________sheet of ________

BUILDING AND CONSTRUCTION AUTHORITY APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29) A1460 - 007 - 2018 - BP01

Project Ref No:

MAJOR PROJECT 8

7 8400

6 8400

5

4

8400

8400

3

2

8400

7000

1 6000

AMSL: 137.300 m

VENTILATION STACK TERMINATED 1000 MM ABOVE ROOF FFL

SITE BOUNDARY

SITE BOUNDARY

2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100

COMMISSIONER OF BUILDING CONTROL

DOME SHAPED ROOF BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

ROOF GARDEN 5000

FAP

FAP

6TH STOREY 5000

FFL 127.10 m

5TH STOREY 5000

35200

FFL 122.10 m

FAP

4TH STOREY

FAP

FAP

5000

FFL 117.10 m FAP FAP

3RD STOREY FAP

5000

FFL 112.10 m FAP FAP

2ND STOREY

1000 MM HIGH GLASS BALUSTRADE

FAP

5000

FFL 107.10 m

1ST STOREY

2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

FFL 132.10 m

(a)

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION W 2100 X H 2100 MM LOW - E GLASS PANE SUPPORTED BY STRUCTURAL GLASS MULLIONS

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA. I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA. ROAD LINE PLAN I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA. OWNER'S DECLARATION I/ We, ANDREW CHEW WEN JING, hereby declare: (a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and (b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed). FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE Building Plan (BP) I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

Rev.

Date

Description

Developer: ENJU AIHARA

FFL 102.10 m

01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

SECTIONALLENBY ROAD 0m 2.0m

10m

20m ARCHITECT'S SIGNATURE

200

SCALE 1:

Project Title: PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____ELEVATION ALLENBY ROAD

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

11

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 200

Rev.:

Date:

Drawn:

Checked:

12/02/18

ANDREW CHEW

WEN YI


G

60 00

2

67 00

F

70 00

$

39.4 5°

M

E

ET

EN OF DI RA RO AL 0 G 20 1:

SCALE 1: 84 00

4

RW O

ALL RWOs CONNECT TO RWDPs, ENCASED IN THE UNIVERSAL COLUMNS.

T

84 00

DOME - SHAPED R.C ACOUSTIC ROOF

AT

''5

5

RW O

5500

A1460 - 007 - 2018 - BP01

MAJOR PROJECT

200

SUMMIT

RWO

D

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

20m

Project Ref No:

RW O

SUMMIT

10m

0m 2.0m

3

SUMMIT

BUILDING AND CONSTRUCTION AUTHORITY

Roof Plan

1

SUMMIT

O RW

51

13 10 ________sheet of ________

1

90.00°

SUMMIT

SUMMIT

84 00

CREST OF ROOF PL: 136.496 m

RWO

COMMISSIONER OF BUILDING CONTROL

6

RW O

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

8400

SUMMIT

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

84 00

SUMMIT

(a)

7

RW O

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION

RWO

C

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

SUMMIT

RWO

8.86°

M AT ETA 1:2 L RO 00 O G F RA DIE

N

T

84 00

3500

SCREED TO FALL AT 1:100 GRADIENT

IGHT FLAT METAL STAN DING SEA M ROO F

300 MM WIDE S/S SCUPPER

DRAIN

20 MM THK EMISSIVITY TEMPERED LAMIN GLASS SKYLIG ATED LOW TO DETAIL HT

R.C FLA T ROOF

CURTA IN WALL

6° .8 8.86°

8400

VENT PIPES CLUSTER UNDER CURVED CURTAIN

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA. OWNER'S DECLARATION I/ We, ANDREW CHEW WEN JING, hereby declare:

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed). FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

WALL

Building Plan (BP) I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

VS VS

SCRE AT 1:10 ED TO FALL 0 GRA DIEN T

98

RWO

8000

SK 1: YLIG 10 HT 0 G TO RA DI FA EN LL T

R.C FLA T ROOF SUMMIT

4900

300 MM WIDE S/S UNDER SCUPPER CURVED DRAIN CURTAIN WALL

DRAIN

SUMMIT RWO

ROAD LINE PLAN

VS

Rev.

8400

Date

Description

3500

SUMMIT

RW O AGE FREEFA LL

AT

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

SUMMIT

SCRE AT 1:10 ED TO FALL 0 GRA DIEN T

A

LIGHTWEIGHT FLAT METAL ROOF OVER M&E SPACE AT 1:200 GRADIENT

0° 59.4

B

8

RW O

LIGHTWE

RWO

8400

$

8400

8400

0° .0 90

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

MEANS OF ESCAPE PROVISION

GFA CALCULATION

STOREY PLAN

ROOF STOREY PLAN AREA (m2)

NAME

127.37

SERVICES AND STAIRS TOTAL: 127.37 m2

ROOF PLAN

OCCUPANCY LOAD:

13 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

300 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____Roof Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

10

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale:

1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


50

G

13 9 ________sheet of ________

1

90.00°

60 00

2

67 00

F

70 00

$

RW DP

84 00

39.4 5°

A1460 - 007 - 2018 - BP01

MAJOR PROJECT

200

SCALE 1:

4

RW DP

''5

5

RW DP

G KIN OO ERL REA OV E A G ID VO STA

5500

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

20m

Project Ref No:

RW DP

RWDP

10m

0m 2.0m

3

84 00

E

BUILDING AND CONSTRUCTION AUTHORITY

6th Storey Plan

1

84 00

D

6

RW DP

RWDP

COMMISSIONER OF BUILDING CONTROL

GLASS WALL OVERLOOKING WORKSHOP

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT FA P

8400

880

C STI OU AC

(a)

7

RW DP

1560

DR W HR

G ILIN CE

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

84 00 VO

UP

8

RW DP

ID

IX DM N UN SO SITIO PO

660 720 720

PUBLIC LOBBY

795

FFL 127.100

6092

1250

UP

ID VO

FD

FFL 127.100

m

FD

AC

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA. OWNER'S DECLARATION

FD 0.5 HR

1000

NV

FD 1 HR

EXIT

LAN

m

CARPET AC

2930

SCREED

EXIT

1 HR

PL - 2 /FL /FL- 2

6° .8

RWDP

FD 0.5 HR

FD PL - 1 FL / -EL1 / EL

1 HR

FD 0.5 HR

TEL

FD 0.5 HR

DR W HR

FD 0.5 HR

FT

M/V F&B

HC TOILET

FFL 127.100

UP

1250

2670

34R: 175 33T: 275

TILES

SL - 1

MV FEMALE

1250

RWDP

MV LACTATIO N ROOM FFL 127.100 n TILES

o

MV

RESTROO M

FFL 127.100

1275

5440

8000

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

FD 0.5 HR

m

FT

SANITARY VS SHAFT DS VS DS VS MV

Building Plan (BP)

FT

TILES

FT

NV

2725 2565

8.86°

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

DS

SCREED TO FALL AT 1:100 GRADIEN T

8409 SUMMIT

8400

Rev. SCREED TO AT 1:100 FALL GRADIEN

3320

SUMMIT

T

MALE RESTROO UT M FFL 127.100 m SCREED TILES TO AT 1:100 FALL NV GRADIEN

3189

8400

Date

Description

3500

98

1897

FFL 127.100

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

EX IT

AC

1 HR

1000

VESTIBULE m

LOBBY FFL 127.100 m TILES

CARPET

1 HR

SSL FFL 127.100

FD

500

1250

NV

8399

500

1 HR

1250 ESCAPE

STAIRS FFL 127.100 m SCREED

FD

2000

34R: 175 33T: 275

EXIT

1250

UP

SERVICE G LOBBY

IT EX

1250

FIRE FIGHTIN

3444

4900

ROAD LINE PLAN

I/ We, ANDREW CHEW WEN JING, hereby declare:

RW DP

FD 2 HR

8400

FD 2 HR

1250

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

FD 0.5 HR

W

T

NW MV

ELEC

FD 0.5 HR

1275

W/C

FD 0.5 HR

1155

FD 0.5 HR

34R: 175 33T: 275

NV

IT EX

3500

8369

1250

m

CARPET

SCREED TO AT 1:100 FALL GRADIEN

UP

0° 59.4

EX IT

1250

FA P

B

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION

PL - 3

8.86°

RWDP

2620

C

A

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

84 00 1380

T

SUMMIT

2350 2861

$

8400

8400

0° .0 90

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION 6TH STOREY PLAN

MEANS OF ESCAPE PROVISION STOREY PLAN

AREA (m2)

NAME

209.93

HOUSE

53.90

TOILETS

377.35

OTHERS TOTAL: 641.18 m2

6TH STOREY PLAN

OCCUPANCY LOAD:

42 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

300 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

PROVISION OF SANITARY FACILITIES REQ NUMBER OF SANITARY FACILITIES CATEGORY OF SPACE

GFA / CAPACITY

AUDITORIA (BALCONY)

193 SEATS

FEMALE

6

WC

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROVISION

MALE

4 WHB

2 WC

2

WHB

FEMALE 3

UR

6 WC

4 WHB

MALE 2 WC

2

WHB

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

4

UR

Drawing Title: ____6th Storey Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

9

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale:

1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


G

60 00

2 70 00

E

A ID ST VO G IN OK LO ER OV

84 00

GE

''5

84 00

5

5500

RW DP

50 MM THK CYCLORAMA CURTAIN

84 00

15 36

30 DEG THYSSENKRUPP ESCALATOR TO MANUFACTURER'S SPEC

: 17 88

IT EX FD

FFL 122.100 m

1 HR

CARPET AC

SERVICE

2565

G LOBBY FFL 122.100 m H. TILES

2615

PL - 2 /FL /FL- 2

RWDP

1 HR

UP

1250 ESCAPE

STAIRCAS

FFL 122.100

RWDP

TEL

FD 0.5 HR

DR W HR

NV

FD 0.5 HR

2534 1599

M/V F&B

H/C TOILET

FFL 127.100 TILES

SL - 1

1280

MV FEMALE

RESTROO M

FFL 127.100

820

3648

LACTATIO N ROOM FFL 127.100 m TILES MV

FT

FT

4760 3320

8400

SUMMIT

SANITARY

DS

VS DS DS VS VS

Building Plan (BP) I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

SHAFT

MV

m

H. TILES

SCREED TO FALL AT 1:100 GRADIEN T

MALE RESTROO MFT FFL 127.100 m H. TILES

Rev.

NV SCREED TO AT 1:100 FALL GRADIEN

3189

I/ We, ANDREW CHEW WEN JING, hereby declare:

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

MV

m

NV

2565

8400

1442

FT

34R: 175 33T: 275

E

2565

FD 0.5 HR

OWNER'S DECLARATION

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

1186

FD 0.5 HR

m

SCREED

8400

FD 0.5 HR

FD PL - 1 FL / -EL1 / EL

2730

8.86°

LAN

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

Y

820

1014

700

FD 1 HR

3510

NV

8399

8000

FD 0.5 HR

FE

ROAD LINE PLAN

1000 MM HIGH GLASS BALUSTRADE

RW DP

2000

AC

EXIT m

EXIT

6° .8 98

EXIT

1 HR

3148

SCREED

780

T

1000

1000 FFL 127.100

1380

1297

1 HR

SSL

FD

4900

720 720 720

FIRE FIGHTIN

960

FD

1 HR 3269

NV

820

34R: 175 33T: 275 1250

2225

UP

FD

820

EXIT

1250

1250

1250

1250

EXIT

34R: 175 33T: 275

LOBBY FFL 122.100 m H. TILES

2565

FE

ELEC

W

1275

NW MV

FD 0.5 HR

1275

FD 0.5 HR

1241

W/C

FD 0.5 HR

IT EX

A

VIP ROOM / LOUNGE FD 0.5 HR

939

1250

3500

8369

1250

VO 4T ID H OV ST ER O RE LOO Y PU KIN BL G IC LO BB

4

2670

SCREED TO AT 1:100 FALL GRADIEN

3446

TD

FE

FE

6092

0° 59.4

1250

AC

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA. I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

8

RW DP

H. TILES

8400

8.86°

WORKSHOP SPACE AREA

795

84 00

232 81 FFL 122.100 m

660 720 720

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

00 19

UP

UP

(a)

DRAINAGE INTERPRETATION

IX DM N UN SO SITIO PO

B

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

2000

LO ER OV

BIG ASS CEILING FAN TO MANUFACTURER'S SPECS

7 100 MM THK 1 HR FIRE - RATED R.C WALL

2620

2620

PL - 3

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

912

DR W HR

84 00

RW DP

1524 VG TRUSS GIRDER TO STRUCTURAL ENGINR'S DTL

SUMMIT

UT T SCREED TO AT 1:100 FALL GRADIEN SUMMIT

2371

T

3500

500

E US

410 701 410 820

1400

HO

15 36

1320

RIA ID VO DITO AU G IN OK

COMMISSIONER OF BUILDING CONTROL 1000 MM HIGH GLASS BALUSTRADE

00 13

RWDP

6

RW DP

720

VOID OVERLOOKING OFFICE LVEL 820

8400

RWDP

C

A1460 - 007 - 2018 - BP01

MAJOR PROJECT

200

4

UP

D

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

20m

Project Ref No: SCALE 1:

RW DP

RWDP

10m

0m 2.0m

3

RW DP

39.4 5°

$

RW DP

BUILDING AND CONSTRUCTION AUTHORITY

5th Storey Plan

1

67 00

F

49

13 8 ________sheet of ________

1

90.00°

Date

Description

2840

$

8400

0° .0 90

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

MEANS OF ESCAPE PROVISION

GFA CALCULATION

STOREY PLAN

5TH STOREY PLAN AREA (m2)

NAME

79.99

STAGE WORKSHOP

107.94

VIP LOUNGE

53.90

TOILET + M&E

189.73

OTHERS

5TH STOREY PLAN

OCCUPANCY LOAD:

88 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

300 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

TOTAL: 431.56 m2

PROVISION OF SANITARY FACILITIES REQ NUMBER OF SANITARY FACILITIES CATEGORY OF SPACE

GFA / CAPACITY

VIP ROOM AND WORKSHOP

187.93

FEMALE

6

WC

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROVISION

MALE

4 WHB

2 WC

2

WHB

FEMALE 3

UR

6 WC

4 WHB

MALE 2 WC

2

WHB

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

4

UR

Drawing Title: ____5th Storey Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

8

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale:

1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


48

G

13 7 ________sheet of ________

1

90.00°

60 00

2

1

67 00

70 00

3

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

10m

0m 2.0m

20m

$

RW DP

RW DP

39.4 5°

84 00

MAJOR PROJECT

200

SCALE 1:

P FA FE

30 DEG THYSSENKRUPP ESCALATOR TO MANUFACTURER'S SPEC

4

RW DP

A1460 - 007 - 2018 - BP01

Project Ref No:

15 66

15 36

F

BUILDING AND CONSTRUCTION AUTHORITY

4th Storey Plan

FA P

FFL 121.100 m

AC

RWDP

FE

ST A

FE

5500

G

E

DO

O

5

RW DP

R EX IT

° .95 62

''5

84 00

BACKSTAGE

SPRING LOADED FLOOR

E

FD

DO

2 HR

O

RO

FD

N LY

84 00

2 HR VESTIBULE A ARE GE G STA 0 m MIN .10 FOR OR 121 PER FLO FFL DED LOA

D

ING SPR

FFL 119.600 m

UP

CARPET

RW DP

AC

RWDP 1

8400

DIT

FFL

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

FA P

UP AU

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

0 30

1275

FE

IUM OR 0m .10 T RPE CA AC

EXIT

1953

FFL 119.600 m

30 91

UP

CARPET AC

500 MM THK 2HR FIRE - RATED R.C ACOUSTICALLY TREATED WALL

7

RW DP

VESTIBULE

EXIT

FD

84 00

127

0 130

2 HR

COMMISSIONER OF BUILDING CONTROL

6

AC

820

FD 0.5 HR

C

2620

RWDP

100 MM THK 1HR FIRE - RATED R.C WALL

DR / HR

UP 1300

PUBLIC LOBBY

8.86°

H. TILES AC

FFL

EX IT

BO OT H m

00

1 HR

VESTIBUL E FFL 117.100

SSL FFL 117.100

FD

1 HR

6° .8 98

8399

SCREED NV

m

FD 1 HR

FE

100 MM THK 1HR FIRE - RATED R.C WALL

G LOBBY / PUBLIC LOBBY FFL 117.100 m CARPET

1000

FD

3269 1059

FD 0.5 HR

EXIT

FE

m

RWDP

LAN

FD PL - 1 FL / -EL1 / EL

1 HR ESCAPE

STAIRCAS

E

m

8400

1380

FD 0.5 HR

DR W HR

FD 0.5 HR

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA. ROAD LINE PLAN I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA. OWNER'S DECLARATION

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and (b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

m

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

AC

820 660

2000

Building Plan (BP)

660

FD 0.5 HR

EX IT

FT

M/V F&B

H/C TOILET

34R: 175 33T: 275

TILES

SL - 1

MV

1148 FEMALE'S

1275

NV

TEL

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

I/ We, ANDREW CHEW WEN JING, hereby declare:

SCREED

720

1344

SCREED

RWDP

FD 0.5 HR

FFL 122.100

1250UP

FFL 117.100

2670

8.86°

FD 0.5 HR

LOBBY

FFL 117.100

780

AC

1000

PL - 2 /FL /FL- 2

SERVICE

1 HR 720 720

CARPET AC

RW DP

8400

1 HR

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

m

LACTATIO N ROOM FFL 122.100 m TILES MV

RESTROO M

FFL 122.100

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

FE

MV

FT

DS

VS DS VS DS VS

1041

MV

FT

m

TILES

Rev.

FT

NV

2565

Date

Description

2565

8400

SCREED TO FALL AT 1:100 GRADIEN T

8409

SUMMIT

SCREED TO AT 1:100 FALL GRADIEN

3320

8400

SUMMIT

3189

MALE'S T

3500

FD FD

E

m

1 HR

2565

FIRE FIGHTIN

2 HR

EXIT

NV

FD

1014

2 HR

EXIT

STAIRCAS

SCREED

FD

ELEC

1250 1250

1250

ESCAPE

2 HR

2565

5 12 0 60 T:

98

34R: 175 275

1250 33T:

FFL 117.100

8000

AC

G

2.1

T

FD

EXIT

UP

3158

R:

FD

34

1250

4900

TIN

TIL ES

SCREED TO AT 1:100 FALL GRADIEN

IT EX

1275

W

A/V CONTRO L ROOM FFL 122.100 m CARPETE D RAISED FLOOR AC

500 1020

FD 0.5 HR

2615

8369

FD 0.5 HR

:2

3500

FD 0.5 HR

NW MV

R: 125 T: 600

34R: 175 33T: 275

H.

IT EX

FD 0.5 HR

W/C

TD

A

KE

12

1250

0° 59.4

B DEDICATED ESCAPE STAIRS (STAIR A)

30 DEG THYSSENKRUPP ESCALATOR TO MANUFACTURER'S SPEC

FA P TIC

UP 1250

4240

300 MM THK 2 HR FIRE -RATED R.C WALL

8

RW DP

FFL 122.100 m

1250

DEDICATED ESCAPE STAIRS THROUGH EXTERNAL CORRIDOR (N/V)

84 00

232 30

FE

PL - 3

(a)

DRAINAGE INTERPRETATION 250 MM THK 2HR FIRE - RATED R.C ACOUSTICALLY TREATED WALL

UT RESTROO M

FFL 122.100

m

SCREED TILES TO AT 1:100 FALL GRADIEN NV

T

SUMMIT

2350 2861

$

8400

0° .0 90 100 MM C/C GLASS LOUVRE CURTAIN WALL

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION

AREA (m2)

NAME

158.43

STAGE

316.19

AUDITORIA HOUSE

53.88

TOILET + M&E

619.54

MEANS OF ESCAPE PROVISION STOREY PLAN

4TH STOREY PLAN

OTHERS

4TH STOREY PLAN

OCCUPANCY LOAD:

117 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

300 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

TOTAL: 1148.04 m2

PROVISION OF SANITARY FACILITIES REQ NUMBER OF SANITARY FACILITIES CATEGORY OF SPACE

GFA / CAPACITY

AUDITORIUM

275 SEATER

FEMALE

6 WC

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

4

PROVISION

MALE WHB

2 WC

2 WHB

FEMALE

3 UR

6 WC

4 WHB

MALE

2 WC

2 WHB

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

4 UR

Drawing Title: ____4th Storey Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

7

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale:

1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


G

47

13 6 ________sheet of ________

1 90.00°

2

60 00

70 00

$

RW DP

10m

0m 2.0m

3

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

20m

A1460 - 007 - 2018 - BP01

Project Ref No:

RW DP

MAJOR PROJECT

200

SCALE 1:

EXIT

UP

FA P

39.4 5°

BUILDING AND CONSTRUCTION AUTHORITY

3rd Storey Plan

1

67 00

F

84 00

PRIVATISED WORKSPACES FFL 107.100 m

RW DP

CARPET AC

4

FA P

STAFF LOUNGE FFL 112.100 m CARPET AC

VOID OVERLOOKING CAR PORCH

ES

E

CA LA

FE

TO

''5 R

VO

84 00

ID RW DP

5

MEETING ROOM SPACE 1

1259

5500

RWDP

2000 MM WIDE INTERNAL CIRCULATION STAIRS

DANCE STUDIO / CONFERENCE ROOM AREA FFL 110.600 m

MEETING ROOM SPACE 3

SPRING LOADED FLOOR

PR IVA TIS ED W FF L OR 11 KS 2. PA CA 10 CE 0 RP m ET AC

AC

AC

RWDP

FA P

98 99

CARPET

:2

FFL 112.100 m

D

84 00

TD

NON - PRIVATISED WORKSPACES

RW DP

UP

1250 MM WIDE INTERNAL CIRCULATION STIARS

6

500 MM THK 2 HR FIRE - RATED R.C ACOUSTIC WALL WITH RAMMED EARTH FINISH

100 MM THK R.C WALL MEETING ROOM SPACE 2

8400

EXIT

NO N

SLIDING FOLDABLE DOORS TO CONCEAL MEETING SPACES WHEN DANCE STUDIO IS NOT IN USE

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

- PR IVA TIS ED L W 11 OR 2. KS 10 PA 0 CE m ET

FF

NON - PRIVATISED WORKSPACES

AC

CARPET

UP

2300

RW DP

SEATING AREA

UP

FFL 112.100 m

(a)

84 00

CA RP

FFL 112.100 o

AC

7

500 MM THK 2 HR FIRE - RATED R.C ACOUSTIC WALL WITH RAMMED EARTH FINISH

TIMBER PARQUET

NON - PRIVATISED WORKSPACE

FFL 112.100 m CARPET

AC

NON - PRIVATISED WORKSPACE

AC

FFL 112.100 m

EX IT

UP

FE

CARPET

RW DP

NON - PRIVATISED WORKSPACE

IT EX

PRIVATISED WORKSPACES

?

EXIT

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and (b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

FD 0.5 HR

EXIT

NV

AC

PL - 2 /FL /FL- 2

RWDP

LAN

FD PL - 1 FL / -EL1 / EL

1 HR 1250UP ESCAPE

STAIRCAS

FFL 112.100 SCREED

RWDP

8400

1315

2000

m

1000

CARPET

NV

FD 0.5 HR

FD 0.5 HR

TEL

1186 FD 0.5 HR

DR W HR

FD 0.5 HR

FD 0.5 HR

H/C TOILET

FFL 117.100

E

EX IT FT

M/V F&B

34R: 175 33T: 275

m

8400

AC

FFL 112.100 m

SCREED

1 HR

TILES

SL - 1

MV FEMALE

1255

TILES MV

m

FT

FT

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

CARPET

DS SANITARY SHAFT VS DS DS VS VS

AC

MV

TILES

FT

NV

2725

Building Plan (BP)

FFL 112.100 m LACTATIO N ROOM FFL 117.100 m

RESTROO M

FFL 117.100

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

PRIVATISED WORKSPACE

MV

m

2136

8.86°

FFL 115.600 H. TILES

PRIVATISED WORKSPACES m

G LOBBY

Rev.

NON - PRIVATISED WORKSPACE

2565

FFL 112.100 m SCREED TO FALL AT 1:100 GRADIEN T

8409

8400

CARPET SCREED TO AT 1:100 FALL GRADIEN

SUMMIT

3320 SUMMIT

8400

820

8000

1000

1 HR SSL FFL 112.100

EXIT

6° .8 98

4900

FIRE FIGHTIN

1024

FD

FD 1 HR

AC

FD

34R: 175 1250 33T: 275

2880

1250

UP

IT EX

34R: 175 33T: 275

I/ We, ANDREW CHEW WEN JING, hereby declare:

RW DP

?

FFL

CARPET AC

1250

OWNER'S DECLARATION

?

FE

FFL 112.100 m

W

AC T

MALE RESTROO UT M FFL 117.100 m SCREED TILES TO AT 1:100 FALL GRADIEN NV

5539

FAP

T

SUMMIT

2861

$

8400

Date

Description

877

FD 0.5 HR

65 50

AC

ELEC

NW MV

AC

CARPET

1250

FD 0.5 HR

CARPET

FFL 112.100 m

1250

W/C

FD 0.5 HR

FFL 112.100 m

FE

PRIVATISED WORKSPACE

T

3446

1250

PRIVATISED WORKSPACES

AC

795 6092

FD 0.5 HR

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

FFL 112.100 m

AC

660 720 720

ROAD LINE PLAN

OFFICE WORKSPACE

CARPET

CARPET

1250

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

8

AC

1250

8369

VOID OVERLOOKING CIRCULATION

NV

CARPET

FFL 112.100 m

0° 59.4

3500

SCREED

UP 1250

PRIVATISED WORKSPACE

FFL 112.100 m

SCREED TO AT 1:100 FALL GRADIEN

ESCAPE STAIRCASE

1250

FAP

EXIT

FFL 112.100 m

FD

3500

8.86°

EXIT

B A

FA P

1 HR

84 00

AC

86 0

2620

1000

2620

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

PRIVATISED WORKSPACE

FFL 112.100 m CARPET

PL - 3

UP

1480

DR W HR FE

RWDP

280

C

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION

AC FD 0.5 HR

600

880

EXIT

COMMISSIONER OF BUILDING CONTROL

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

0° .0 90

GLASS WINDOW WALL

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION 3RD STOREY PLAN 2

AREA (m ) 189.45 201.4 121.13

STOREY PLAN

58.29

3RD STOREY PLAN

NAME

OCCUPANCY LOAD:

124 PERSONS

NON - PRIV WORKSPACES PRIVATED WORKSPACES

MEANS OF ESCAPE PROVIDED FOR:

450 PERSONS

DANCE STUDIO TOILET + M&E

576.15

MEANS OF ESCAPE PROVISION

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

OTHERS TOTAL: 1146.42 m2

PROVISION OF SANITARY FACILITIES REQ NUMBER OF SANITARY FACILITIES CATEGORY OF SPACE

GFA / CAPACITY

OFFICE

119 WORKERS

FEMALE 6 WC

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS. EMERGENCY LIGHTING IS PROVIDED FOR PRIVATISED WORKSPACES

4

PROVISION

MALE WHB

2 WC

2 WHB

FEMALE 3 UR

6 WC

4 WHB

MALE 2 WC

2 WHB

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

1

BCA_FP_03 1 : 200

4 UR

Drawing Title: ____3rd Storey Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

6

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale:

1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


46

G

13 5 ________sheet of ________

1

90.00°

60 00

2

67 00

F

70 00

84 00

47 73 2.6

4

RW DP

30 DEG THYSSENKRUPP ESCALATOR TO MANUFACTURER'S SPEC

FA

FA P

INFORMAL MEETING / PRACTICE SPACE FFL 105.600 m

450 X 450 STRUCTURAL UNIVERSAL COLUMN WITH 10 MM THK FIRE - RATED PLASTERBOARD ENCASEMENT

13 32

RAISED TIMBER PLANKS NV

13 32

84 00 '1

RWDP

5

50 MM THK GFRC FEATURE WALL WITH RAMMED EARTH FINISH 500 MM THK ACOUSTIC WALL WITH RAMMED EARTH FINISH

VOID OVERLOOKING DROP - OF PORCH

5500

1500 MM WIDE GEOMETRICAL INTERNAL CIRCULATION STAIRCASE

104 15

ST O

PRIVATISED WORKSPACE

1S T

CARPET

RW DP

'1

AC

RE Y

COMMISSIONER OF BUILDING CONTROL COMMUNAL STAIRCASE LINKING TO PUBLIC WORKSHOP BELOW

FA P

ST O

DN

RWDP

6

FFL 107.100 m

TO

D

100W X 10D ALUMINIUM LOUVRES FOR SUNSHADING ENCASED BEHIND CURTAIN WALL

84 00

RE Y

250 MM THK FEATURE WALL

''5

RW DP

93 81

E

1S T

UP

EXIT

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

FR O

M

100 MM THK R.C WALL FE

NON-PRIVATISED WORKSPACE

UP

1000 MM HIGH GLASS BALUSTRADE

8400

84 00

FFL 107.100 m CARPET AC

FE FAP

A1460 - 007 - 2018 - BP01

MAJOR PROJECT

200

SCALE 1:

FE

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

20m

Project Ref No:

RW DP

TD:

10m

0m 2.0m

3

P

39.4 5°

$

RW DP

BUILDING AND CONSTRUCTION AUTHORITY

2nd Storey Plan

1

1440

RW DP

1500

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that (a)

7

IT EX

UP UP

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION

PRIVATISE

NON-PRIVATISED WORKSPACE

84 00

AC

UP

CARPET AC

UP FA P

FFL 107.100 m H. TILES

WORKSP ACE AREA FFL 107.100 m CARPET

AC

EXIT

FFL 107.292 RAISED TIMBER

WORKSP

ACE

1 HR

D WORKSP

FFL 107.100

NV

CARPET AC

6° .8 98

RWDP

8000

G LOBBY FFL 107.100 m

FD 0.5 HR

TILES AC

EXIT

LAN

m

PL - 2 /FL /FL- 2

FD PL - 1 FL / -EL1 / EL

RWDP

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

820 3480

ACE

3397

8.86°

720

1 HR

1186 FD 0.5 HR

FD 0.5 HR

TEL

FD 0.5 HR

DR W HR

2000 FD 0.5 HR

FD 0.5 HR H/C TOILET

TILES

34R: 175 33T: 275

1250

1073

MV

SL - 1 FEMALE

RESTROO M

FFL 107.100

1319

2725

LACTATIO N ROOM FFL 107.100 m H. TILES MV

FT

8409

VS DS DS VS VS

SANITARY

SHAFT

MV

m

H. TILES NV

FT

SCREED TO FALL AT 1:100 GRADIEN T

SCREED TO AT 1:100 FALL GRADIEN

SUMMIT

3320 SUMMIT

5539

8400

Building Plan (BP)

DS

FT

2565

8400

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

MV

m

MALE RESTROO M FFL 107.100 m H. TILES UT NV T SCREED TO AT 1:100 FALL GRADIEN SUMMIT

T

EXIT

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

BREAK IN CURTAIN WALL FACADE

FT

M/V F&B

FFL 107.100

UP

8400

NV

1000 PRIVATISE

1440

FIRE FIGHTIN

2133

STOP LOBBY FFL 107.100 m SCREED

1059

1 HR 1000

20 MM THK TEMPERED LAMINATED LOW - EMISSIVITY GLASS ROOF TO DETAIL

2ND STOREY RESTROOM PART PLAN

820

FD

720 720 720

FD

1985

1 HR SMOKE

E

m

SCREED

FE

1250

3206

FD

8637

4900

EXIT

2930

STAIRCAS

FFL 107.100

OWNER'S DECLARATION

RW DP

AC

ELEC

1250

ESCAPE

ACE

m

CARPET

34R: 175 1250 33T : 275

EXIT

1250

1250

513 3087 AD BRID GE CON SPANNI NECTION NG JALA N BESA R

UP

D WORKSP

FFL 107.100

8499

97 10

EXIT

OVERHE

PRIVATISE

AC

IT EX

1250

34R: 175 33T: 275

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

I/ We, ANDREW CHEW WEN JING, hereby declare:

AC

m

CARPET

1014

FFL 107.100

NV

T

FD 0.5 HR

W

ACE

m

CARPET

1250

NW MV

H. TILES

D WORKSP

SCREED TO AT 1:100 FALL GRADIEN

PRIVATISE

FD 0.5 HR

2300

W/C

CORRIDOR

FD 0.5 HR

920

8369

FFL 107.100

FFL 107.850 m

1800

VATISED

ROAD LINE PLAN

m

PLANKS

NV

NON-PRI

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

E SPACE

UP

AC

660 720 720 720

1250 FD 0.5 HR

FE / PRACTIC

0° 59.4

3500

OFFICE

CARPET

NV

UP

INFORMA L MEETING

FFL 107.100 m

SCREED

1250

A

NON-PRIVATISED WORKSPACE

4260

FFL 107.100 m

1250

UP

B

EXIT

ESCAPE STAIRCASE

4735

EXIT

FD 1 HR

8

RW DP

NV

410 877

8.86°

STAIRS TO BE PROVIDED WITH STAIR - LIFTS FOR WHEELCHAIR ACCESIBILITY

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

ACE

m

CARPET

AC

FFL 107.100 m

2620

1000

2300

2620

D WORKSP

FFL 107.100

FFL 107.100 m CARPET

PL - 3

CORRIDOR AREA

STRUCTURAL GLASS MULLION PART OF CURVED CURTAIN WALL FACADE

3500

DR W HR

PRIVATISED WORKSPACE

RWDP

410 663

C

720

880

FD 0.5 HR

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

Rev.

Date

Description

2861 1494 1800

$

8400

0° .0 90

6588

OVERHE

AD BRID GE CON SPANNIN NECTION G TYRW HITT ROA D

1800

8400

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION 2ND STOREY PLAN AREA (m2) 105.23 159.73 214.49

STOREY PLAN OCCUPANCY LOAD:

234 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

450 PERSONS

TOILET + M&E

626.7

2ND STOREY PLAN

NAME NON - PRIV WORKSPACES PRIVATED WORKSPACES TERRACE

63.88

MEANS OF ESCAPE PROVISION

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

OTHERS TOTAL: 1170.03 m2

PROVISION OF SANITARY FACILITIES REQ NUMBER OF SANITARY FACILITIES CATEGORY OF SPACE

GFA / CAPACITY

OFFICE

82

FEMALE 6

WC

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS. EMERGENCY LIGHTING IS PROVIDED FOR PRIVATISED WORKSPACES

PROVISION

MALE

4 WHB

2 WC

2

WHB

FEMALE 3

UR

6 WC

4 WHB

MALE 2 WC

2

WHB

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

4

UR

Drawing Title: ____2nd Storey Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

5

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale:

1 : 200

Rev.:

Date:

Drawn:

Checked:

10/26/18

ANDREW CHEW

WEN YI


90.00°

TS

2

AL LE N

N

3 39.4 5°

RW DP

LA TIO

NV

N

O PE

SCALE 1:

200

''5

5

0

MH TL : 102.095 IL: 101.125

RW DP

6

RW DP

RWO

FIR

EN

G

00

RW O

:1 72

N T DIE

TD

G RA 1

6° .8 98

FD 1 HR

RWD P 1350

150 0

FFL

BI

G LOBBY

3000

102.400

FD 0.5 HR

FD

1000

AC

LAN

T

PL - 2 /FL - 2

IC 5

PL - 1 FL - 1 / EL

UP

UP

1250

4080

COLUMN FOR OVERHEAD BRIDGE

1460

1020RWDP

2725 2565

8.86°

FD 1 HR

8400

MH TL : 101 .885 IL: 100.795

FD 0.5 HR

1 HR

FD 0.5 HR

TEL

FD 0.5 HR

DR W HR

FD 0.5 HR

2000

S-2 TL: 101.5 50 IL: 101.2 50

S-3 TL: 101.5 50 IL: 101.2 27

ANCE AC

CESSW AY

S-4 TL: 101.5 50 IL: 101.1 67

FD 0.5 HR

M/V F&B

34R: 175 33T: 275

SL - 1

1300

S

RWO

GT

ESS FFL 101.600

INGRES

S-5 TL: 102.1 00 IL: 101.1 07

DS VS DS VS DS VS

SCREED BIN CENTRE

NV

FD 1 HR

FFL 101.600

8409

m

SCREED NV

3320

8400

$

8400

SUMMIT

BACK AL LEYWAY 8400

PL : 102.100 m

CONN ECTION TO ROADSIDE DRAIN VIA METAL GRATI NG

3180

(a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

1900 X 1900 MM WIDE LIFT CAR TO MANUFACTURER'S SPECS

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

CREST LEVEL 300 MM ABOVE PL

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

300 MM WIDE CONCRETE CUT-OFF DRAIN W MS GRATING TO CAPTURE RAINWATER

SANITARY SHAFT FROM UPPER LEVELS PL : 102.100 m

ROADSIDE DRAIN SUMP TL:102.100 IL: 100.900

m

9020

PL : 102.100 m

EGRESS

3000

1 : 8.3 GRADIEN T

FIRE FIGHTIN

MAINTEN

8400

NV

1000

H. TILES

'1

SUMMIT

1000

3465 8797

FD 2 HR

IC 4

4 M WI DE

/ UNLOAD ING BAY FFL 102.100 m SCREED

500

1 HR

NV

SCREED TO FALL AT 1:100 SCREED GRADIEN TO T AT 1:100 FALL GRADIEN

I/ We, ANDREW CHEW WEN JING, hereby declare:

8800 LOADING

FD

AC

4120

34R: 175 33T 1250 : 275

OWNER'S DECLARATION

100 MM THK 2 HR FIRE - RATED R.C WALL

NV

SCREED

RESTROO M FFL 103.900 SCREED TO m AT 1:100 FALL GRADIEN H. TILES T

2270

UP

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

RW DP

m

ASPHALT

4000

SUMMIT

IC 1

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA. ROAD LINE PLAN

6600

FT FEMALE

2900

8000

FIRE COMMA ND CENTRE FFL 102.400

ELEC

1000

3000

4900

2610

SUMMIT

2615

FAD

DRIVEWA Y FFL 101.550

IC 3

NV FT

UT

1250

1250

4167

FD 0.5 HR

1250

EAD

1440

1466

FD 0.5 HR

SCREED TO FALL AT 1:100 GRADIEN T

FD 0.5 HR

W

3000

T

SCREED TO FALL MALE RESTROO AT 1:100 M GRADIEN T FFL 103.900 m H. TILES

860

FD 0.5 HR

'1

1275

1250

8529

UP 34R: 175 33T: 275

0.5 HR

NW MV

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

0° 59.4

0.5 HR

UP

IC 2

FT SCREED TO FALL AT 1:100 GRADIEN T

the preparation of these building plans are in accordance with the Building Control Regulations; and

COMMUNAL STAIRCASE LINKING TO SECOND STOREY

8

SUMMIT m

(a)

DRAINAGE INTERPRETATION

1500 MM WIDE PUBLIC CIRCULATION RAMP

RW DP

UP

HC TOILET FFL 103.900

H. TILES SCREED NV TO AT 1:100 FALL GRADIEN

I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

84 00

GREASE TRAP

2520

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT

COMMUNAL STAIRCASE LINKING TO PUBLIC WORKSHOP AREA

FT

2.9

UP 1250 660 720 720 720 FD 720 FD

SCREED TO FALL AT 1:100 GRADIENT

RECESSED WALKWAY PL: 101.550 m

7

RW DP

4610 CAFE KITCH EN

1275

2300

DOOR

m

0 88

3500

W AY

UP

AC

1250

300 MM WIDE UPVC PIPING CONNECTING ALL RWDPS AT 1:100 GRADIENT

200 MM THK 2 HR FIRE - RATED COMPARTMENT WALL SEPARATING UPPER AND BASEMENT STAIRCASES

SC

AC

SLIDING

TILES

600

CE SS

.3

49 TD: 58

1000

2620

TILES CAFE FFL 103.900

FH

EAD AND FAD DUCT DISCHARGE OUTLINE

AC

:8

BI

720

DR W HR

W/C

EAD AND FAD DUCT DISCHARGE OUTLINE

DOOR

:3

FIRE ENGINE ACCESSWAY

SLIDING

PUBLIC WORKSH OP AREA FFL 103.900 m

DISCHARGE FROM BASEMENT TD: 3600

E

84 00

SUMMIT

DISCHARGE FROM UPPER LEVELS TD: 3600

IN

36 00

83

PL - 3

300 MM WIDE UPVC CONDUIT DRAIN AT 1:100 GRADIENT

FH WS

TD

8.86°

WAY

500

1440

RWDP

EJECTOR PUMP CONNECTED TO IC FOR SULLAGE WATER DRAINAGE PIPING UNDER RAISED FLOOR

150 00

5000

8400 15000

ALK IDE W 3M W

URA 2940

B A

SUMP PUMP CONNECTION TO 1ST STOREY PERIMETER DRAIN CONNECTION PIPING UNDER RAISED FLOOR

COMMISSIONER OF BUILDING CONTROL

E

UP

100 MM THK 1 HR FIRE - RATED R.C WALL

PLANTER AT BASEMENT 1

SCREED TO FALL AT 1:100 GRADIEN FFL: 102.100 T m

RWDP

300 MM THK 2 HR FIRE -RATED R.C WALL

6000 X 2100 WALL CUTOUT

300 MM WIDE UPVC PIPING CONNECTING ALL RWDPS AT 1:100 GRADIENT

ASPHALT

SUMMIT

C

6000 X 2100 WALL CUTOUT

84 00

FFL 102.100 m

NV

1900 X 1900 MM WIDE LIFT CAR TO MANUFACTURER'S SPECS

50 MM THK ACOUSTICALLY TREATED WALL

60 00

5500

S-1 TL: 102.100 IL: 101.800

DROP - OFF PORCH

D

A1460 - 007 - 2018 - BP01

MAJOR PROJECT

4

RW DP

17 60

6000

250 MM THK FEATURE WALL WITH RAMMED EARTH FINISH

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

20m

AD

84 00

RWDP

35 DEG THYSENKRUPP ESCALATOR TO MANUFACTUERER'S SPECS

BUILDING AND CONSTRUCTION AUTHORITY

P

Project Ref No:

84 00

N IN G

98

10m

0m 2.0m

14 60

SCREED TO FALL AT 1:100 GRADIENT

RWO

RO

TO GR FALL AD IEN

H. TILES

E

BY

15

T

FFL 102.400 m

T

42 71

DROP - OFF LOBBY

SUMMIT

RWO

300 MM WIDE CONCRETE CUT-OFF DRAIN W MS GRATING TO CAPTURE RAINWATER

CIR CU

SC AT REED 1: 10

NCAT

$

RW DP

CA

-0

1st Storey Plan

1

3500

JALAN BESAR

70 00

17

NCAT

67 00

F

45

13 4 ________sheet of ________

1 60 00 7/ ,/

TYRWHITT ROAD

G

200 MM THK 2 HR FIRE - RATED COMPARTMENT WALL SEPARATING UPPER AND BASEMENT STAIRCASES

Building Plan (BP) I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

Rev.

Date

Description

100 MM THK 2 HR FIRE - RATED R.C WALL

1ST STOREY RESTROOM PART PLAN

300 MM THK 1 HR FIRE - RATED R.C WALL

3000

0° .0 90

7/ ,/

DISCHARGE FROM BASEMENT TD : 200 DISCHARGE FROM UPPER LEVELS TD : 200

Developer:

DISCHARGE FROM BASEMENT

ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Andrew Chew Wen Jing 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION

MEANS OF ESCAPE PROVISION

1ST STOREY PLAN AREA (m )

NAME

95.55

M&E + TOILETS

469.95

OTHERS

98.02

CAFE

43.99

PROVISION OF FIRE ENGINE ACCESSWAY WITH PROVISION OF SPRINKLERS MAXIMUM FLOOR PLATE AREA : 1363.53 m2 MINIMUM PROVISION OF 15 m OF ACCESSWAY

1ST STOREY PLAN

STOREY PLAN

2

OCCUPANCY LOAD:

106 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

480 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PUBLIC WORKSHOP

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

TOTAL: 707.51 m2

PROVISION OF SANITARY FACILITIES REQ NUMBER OF SANITARY FACILITIES CATEGORY OF SPACE

GFA / CAPACITY

CAFE AND PUBLIC WORKSHOP

142.01

FEMALE 6

WC

4 WHB

PROVISION

MALE 2 WC

2

FEMALE

WHB

3

UR

6 WC

4 WHB

MALE 2 WC

2

WHB

4

UR

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____1st Storey Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

4

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 200

Rev.:

Date:

Drawn:

Checked:

10/22/18

ANDREW CHEW

WEN YI


44

G

13 3 ________sheet of ________

1 90.00°

2

60 00

67 00

F

70 00

0m 2.0m

3

$

A1460 - 007 - 2018 - BP01

MAJOR PROJECT

200

MM

3

4

36 00

2

ABO

84 00 RAMP TO L1

RWO

31 65

3000

PLANTER

SUMP PUMP TO 1ST STOREY PERIMETER DRAIN CONNECTION

FFL 99.300 m SOIL

84 00

MV

30 10

WS - 1

RWO

0 -1 S R TANK

FD 0.5 HR

NW MV

FD 0.5 HR

W

FD 0.5 HR

EAD

2050

13

14

:8 .3 DIE 720 720 720

1000

FD 0.5 HR

m

EXIT

2620

M/V

98 6° .8

PL - 1 FL - 1 / EL

LAN

FD 1 HR

FIRE ESCAPE

STAIRS

FFL 98.550

300

FD 0.5 HR

H. TILES MV

PL - 2 FL - 1 /FL -2

m

UP 1250

8000

8.86°

7200

8400

1250

SCREED

4900

MV

450

720

820

2300

FD 0.5 HR

TEL

FW

FD 0.5 HR

DR W HR

FD 0.5 HR

LINE OF RAMP LANDIN G

M/V F&B

26R: 175 25T: 275 1250

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed). FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE Building Plan (BP)

FW

M AX

VOID

TW

O

-W

2300

8400

300 MM THK 2 HR FIRE - RATED R.C WALL

7985

FD 0.5 HR

I/ We, ANDREW CHEW WEN JING, hereby declare: (a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

DEAD END SPACE FOR 3 POINT TURN 3480

G LOBBY

FFL 98.550

1000

OWNER'S DECLARATION

WS - 7

m

SCREED

1440

500 FIRE FIGHTIN

I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

500 MM THK 2 HR FIRE - RATED R.C RETAINING WALL

MV

FD

8239

FW

3269

1 HR FE

15

FE

3106

CEMENT

3451 3158

2 HR 2046

DRIVEWA Y FFL 97.965

4800

1250

VOID

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA. ROAD LINE PLAN

FD

2 HR

2565

FW

EXIT

26R: 175 25T: 275

FD

3180

WS - 8

2725 FAD

1250

8

FW

3000

7950

FD 0.5 HR

SCREED

WS - 6

UP

ELEC

FD 0.5 HR

[FAD]

98.015

CEMENT

100 MM THK 2 HR FIRE - RATED R.C WALL

MV

2394

800

1250 5120

FD 0.5 HR

FFL

SCREED

MV

WS - 5

1440

FAN ROOM

98.015

CEMENT

3180

0° 59.4

1250

FD 2 HR

300

32 .5

4167

W/C

VOID OVERLOOKING CSR

FFL

7200

:4 82

4420

660 720 720 720 720

84 00

MDF

TD

MV

UP

MV

8400

SCREED

[EAD] FFL 98.550 m SCREED

8089

AY

TD

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

:3

16 29

.5

Rev.

3500

FIRE ESCAPE STAIRS FFL 98.550 m

FAN ROOM

MV

2787

MV

FD 1 HR

FE

MV

B

AND PUMP ROOM FFL 98.550 m SCREED

6600

EXIT

2190

L TANK

30 00

HOSEREE

6600

5182

WS - 4

MV

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

G

12

FW

TW O-W AY

4000

2620

1000

3072

MA X

RA

RAMP TO B2

11

FE

PL - 3

FFL 98.550 m

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION

4632

10

FD

LIFT LOBBY / SSL

(a)

7

N T1

FD 2 HR

1 HR

84 00

W

2 HR

10 21

7200

-9

FD

MV

9

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

AND PUMP ROOM FFL 98.550 m SCREED

8

MV

800

DR W HR

SPRINKLE

m

MV

FW

S

FFL 98.550 SCREED

DRIVEWAY FFL 98.500 m

100 MM THK 2 HR FIRE - RATED R.C WALL

ROOM

CEMENT SCREED

WS - 3

H. TILES

COMMISSIONER OF BUILDING CONTROL

60 00

SUMP PUMP

1250

EXIT

C

7

720

MAX TWO-WAY TD : 35141.6

300 MM THK 2 HR FIRE - RATED LOAD - BEARING R.C WALL

2 HR

7590

4800

1466

6

456

450 2400 3600 1474

843

8400

FW

FD 0.5 HR

3090

84 00

RAMP FROM L1 FD

MAX ONE-WAY TD : 21756.8

6

EJECTOR PUMP CONNECTED TO IC ABOVE

5

W

3600 WS - 2

4334

5

D

CREST LEVEL 300 MM ABOVE FFL

SUMMIT

2400

5500

FW

GRADIENT 1 : 8.3

2400

4

8.86°

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

1

39.4 5°

300

3 1 : 8. IENT EL GRADCREST LEV VE FFL

FW

FE

3500

20m

Project Ref No: SCALE 1:

E

50 MM DIAMETER 1000 MM HIGH S/S 304 HANDRAIL

10m

SUMMIT

FW

A

BUILDING AND CONSTRUCTION AUTHORITY

Basement 1 Floor Plan

1

Date

Description

8400

$

8400

0° .0 90

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION

AREA (m2)

NAME

76.21

MEANS OF ESCAPE PROVISION STOREY PLAN

BASEMENT 1 PLAN

M&E

BASEMENT 1 PLAN

OCCUPANCY LOAD:

15 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

300 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

RISERS, LIFT SHAFT BASE, STAIRS

86.08

TOTAL: 162.29 m2

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

BCA FP B1

Drawing Title: ____Basement 1 Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

3

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


G

60 00

2 70 00

-1

1

84 00

S

20m

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29) A1460 - 007 - 2018 - BP01

Project Ref No: SCALE 1:

: 8.3

W

2 -1 S W

10m

0m 2.0m

3

4965

39.4 5°

1 IENT: GRAD

$ 55 42

BUILDING AND CONSTRUCTION AUTHORITY

Basement 2 Floor Plan

1

67 00

F

43

13 2 ________sheet of ________

1

90.00°

MAJOR PROJECT

200

4

49 14

3000

FW

30

4850

00

36 00

W

S

-1

3

FW

20

0

M M

HIG

H

4275 FE

00 30

WS - 14

EJECTOR PUMP CONNECTED TO IC ABOVE

5

WS - 15

2400

-1 S W

3600 456

7475

GARAGE GULLY 19

16

100 MM THK 2 HR FIRE - RATED R.C WALL EJECTOR

PUMP ROOM FFL 94.950 m SCREED

6000

GENERA TOR ROOM FFL 94.950 m SCREED

7200

3600

FD

SOIL

2 HR

3000

MV

21

FD

22

24

WS - 20

2190

MV

FD 1 HR

6600

EXIT

MV

ESCAPE STAIRCASE FFL 94.950 m

FFL 94.950 FW

448

29

MV

:4 82

302

3019

32 WS .5 - 19

2400

5060

4800 2702

W/C

CSR FFL 94.950 m

FD 0.5 HR

FD 0.5 HR

NW MV

FD 0.5 HR

W

SCREED

FD 0.5 HR

EAD

7944

FD 0.5 HR

FE

FW

WS - 17

6625

1250

FW

1059

WS - 18

1440 4167

1250

3500

660 720 720 720 720

FD 0.5 HR

8

8565

FW

ROAD LINE PLAN I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA. OWNER'S DECLARATION I/ We, ANDREW CHEW WEN JING, hereby declare: (a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

WS - 16 FAD

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

FW

2760

0° 59.4

1250

MV

30

7200

TD

SCREED

FE

MV

84 00

28

m

SCREED

TW O-W AY

4800

2620

1000

3072

FE

MA X

H. TILES

5242

8.86°

AHU

PL - 3

FFL 94.950 m

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

2 HR

23

DR W HR

LIFT LOBBY / SSL

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document. DRAINAGE INTERPRETATION

4800

FW

FD 1 HR

B

MV

FE

1000 1000

27

FD 0.5 HR

G LOBBY FFL 94.950 m H. TILES MV

EXIT M/V

98 6° .8

PL - 1 FL - 1 / EL

FD 1 HR

ESCAPE

STAIRCAS

FFL 94.950 CEMENT

4900

LAN

8000

8.86°

303

8400

MV

2306 2300

m

SCREED

E

UP 1250

1250

PL - 2 FL - 1 /FL -2

441

820 3480

FIRE FIGHTIN

2800 8399

DEAD END SPACE FOR 3 POINT TURN

FD 0.5 HR

FD 0.5 HR

TEL

FW

FD 0.5 HR

DR W HR

FD 0.5 HR

7985

FD 0.5 HR

M/V F&B

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed). FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE Building Plan (BP)

FW

26R: 175 25T: 275 1250

M AX

VOID

TW

O

-W

8099

8400 50 MM DIAMETER 1000 MM HIGH S/S 304 HANDRAIL

8400

26

720

4000

25

UP

1440

FW

1 HR

ELEC

VOID

1250

3090

4800

FD

26R: 175 25T: 275

720 720 720

500

3000

AY

I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act. TD

:3

16 29

.5

Rev.

3500

EXIT

1250

A

(a)

7

731

3000

CEMENT SCREED

MAX TWO-WAY TD : 34748.3 EXIT

84 00

MV

20

FFL 94.900 m

3120

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

STANDBY

MV

WS - 21 DRIVEWAY

C

COMMISSIONER OF BUILDING CONTROL

2 HR

IC

WS - 22

3505

6

SO IL

FD

FW

8400

84 00

4800

RAMP FROM B1

450

D

0

GRADIENT: 1 : 8.3

FW

5050

2400

5500

17

MAX ONE-WAY TD : 21516.1

18

2400

450

E

1000 MM HIGH RC PARAPET WALL

84 00

CU RB

Date

Description

8400

$

8400

0° .0 90

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

DEVELOPER'S SIGNATURE

Architect Designer 500 DOVER ROAD, SINGAPORE 139651

GFA CALCULATION BASEMENT 2 PLAN 2

AREA (m )

STOREY PLAN NAME

52.78

M&E RISERS, LIFT SHAFT BASE, STAIRS

123.12

TOTAL: 175.9 m2

MEANS OF ESCAPE PROVISION BASEMENT 2 PLAN

OCCUPANCY LOAD:

15 PERSONS

MEANS OF ESCAPE PROVIDED FOR:

300 PERSONS

ARCHITECT'S SIGNATURE

Project Title:

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS WITH HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

THIS FLOOR IS PROTECTED BY FIRE EXTINGUISHERS, DRY RISERS, HOSE REELS, CALL POINTS, AUTOMATIC SPRINKLER SYSTEMS AND AUTOMATIC ALARM SYSTEMS.

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____Basement 2 Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

2

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Scale: 1 : 200

Rev.:

Date:

Drawn:

Checked:

11/03/18

ANDREW CHEW

WEN YI


C H N RO C AT AD

42

FO

13 1 ________sheet of ________ D TY RW H N ITT C RO AT A

M M N ER CA O T AD

TS

SO

TS AD

TS

O

KIT

91

91

26

01

90

08

G F

A

W

K

D

TS 1 PL 7 : 1 02 0 2 83 6 .1 00 P m

60 00

1

17

-0

17

40

1363.53

Proposed GFA (m2)

Site Coverage (m2)

6135.885

5710.3

100%

4.5

Building Height AMSL (m)

Development Type

N.o of Parking Lots

Commercial

30 + 2 Handicap

137.300

DISTANCE (mm)

GRADIENT

DROP (mm)

TOP LEVEL (m)

DEPTH (mm)

S-1

-

-

-

101.800

102.100

300

S-1 TO S-2

45000

1 : 100

450

101.250

101.550

300

S-R TO S-3

2310

1 : 100

23.1

101.227

101.550

323 300

S-3 TO S-4

6000

1 : 100

60

101.167

101.550

383

S-4 TO S-5 (LAST SUMP)

6000

1 : 100

60

101.107

102.100

993

ROADSIDE SUMP

-

-

CC ES

NG IN EA

35 00 0 23

)+

%8 6 67

L

SIT 17 EA 0 : 1 REA 27 02 : .1 220 34T 00 8 .0 m 8

-

100.900

102.100

A

B

C

D

E

F

BASEMENT 2

175.9

-

-

-

-

-

-

BASEMENT 1

162.29

-

-

-

-

-

-

-

1ST STOREY

707.51

-

-

-

-

-

-

98.02

2ND STOREY

1170.03

-

-

-

105.23

159.73

214.49

-

3RD STOREY

1146.42

-

-

121.13

189.45

201.40

-

-

4TH STOREY

1148.04

316.19

158.43

-

-

-

-

5TH STOREY

G

84 00

ROAD LINE PLAN I, ANDREW CHEW WEN JING, confirm that the road reserve lines, the category of the proposed and existing roads and other related road information as shown in the layout plan is in accordance with the current information provided by the LTA.

IN G

OWNER'S DECLARATION

90.00°

GLASS ROOF OVER PEDESTRIAN WALKWAY

-0

10

44

D

17

W

17

-0

17

53

X

I/ We, ANDREW CHEW WEN JING, hereby declare: (a) I/ We am/ are not the owner(s) of the land within the meaning of the term "owner" as defined in Section 2 of the Planning Act (Cap 232, 1998Ed); and

EG RE S

RE

(b) I/ We have shown this plan to the owner(s) of the land, and have obtained the consent of the said owner(s) to submit this plan to the Competent Authority under the Planning Act (Cap 232, 1998Ed).

SS

FIRE SAFETY WORKS COMPLYING WITH PRESCRIPTIVE PROVISIONS IN FIRE CODE

S Building Plan (BP) I, S9931370F, ANDREW CHEW WEN JING, being a qualified person under the Fire Safety Act, hereby certify that the fire safety works as shown on these plans have been designed in accordance with the provisions of the Fire Code, the Fire Safety Act and any regulations made thereunder, the relevant codes of practice and design guidelines, subject to modifications or waivers under section 27 of the Fire Safety Act.

m2

1 TS

I, ANDREW CHEW WEN JING, signing the file, confirm that the sewerage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

Site Plan

SCALE 1:

Rev.

25m

Date

1200

I

J

K

L

-

52.78

-

-

123.12

-

76.21

-

-

86.08

43.99

95.55

-

-

469.95

-

63.88

-

-

626.70

-

58.29

-

-

576.15

-

-

53.88

-

-

619.54

Description

50m

500

Developer: ENJU AIHARA 01 JALAN BESAR, SINGAPORE 591000

3/ 80 1&(5 $7 52 $'

H

-

GLASS SKYLIGHT FIRE ENGINE ACCESSWAY

DN

N

200m

I, ANDREW CHEW WEN JING, signing the file, confirm that the drainage details as shown in the relevant drawings in this file are in accordance with the current information provided by the Chief Engineer, Central Building Plan Department, NEA.

6

0m 5.0m 100m

GROSS FLOOR AREA TABULATION GFA (m2)

STOREY

DRAINAGE INTERPRETATION

8

TS

K

the preparation of these building plans are in accordance with the Building Control Regulations; and

(b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

84 00

TS

INVERT LEVEL (m)

(a)

0 600

7

84 00

C

RAINWATER SURFACE DRAINAGE Connection Point

84 00

SCALE 1: 2000

Permissible GFA (m2)

COMMISSIONER OF BUILDING CONTROL

BUILDING PLANS COMPLYING WITH ACCEPTABLE SOLUTIONS IN APPROVED DOCUMENT I, ANDREW CHEW WEN JING, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that -

FH

W HI NC TT R A T OA

TS17 - 02836P

Permissible Plot Ratio

80 00

FH

K

FH

PLANNING DATA Site Area (m2)

49 00

PL

31

P

5

Location Plan 0m 20.0m

Lot N.o

V

N

98

00

97

30

57

82

15

66

-9

97

29

64

05

JA L AN NC BES AT A R

AV E G E N ORG C AT E'S

KIN G

TS

17

-9

97

-9

FIR EE

TY RW HIT NC T R AT OA D

AD O IR T ALW CA N

TS

17

-9

95

W

T

-0

0 840

AD

ED SY

TS

17

-9

56

00

C

17

00

RO G N O AT LE NC

TS

17

95

95

A

TS

150

M

TS

17

-9

88

4

FH

0 840

SA

TS

17

-9

96

83

99

3

AD

17

-0

-8

95

2

0 840

TS TS

17

17

-9

MAJOR PROJECT

C

0 840

AD

TS

17

98.86°

RO ER T EN CA H C N

TS

M E N R RO CA T AD

45

1

0 840

KIT PLU

A

A1460 - 007 - 2018 - BP01

Project Ref No: 89

90 .00 °

E

C

TS

0 670

LINE ERVE D RES G ROA EXISTIN LE E TAB DSID G ROA ED EXISTIN RETAIN TO BE

5° .4 39

B

-8

W

X

P

P

17

X

Y

-9

-9

07

TS

TY R

N NC BES AT A R

17

17

91

00

APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29)

K

N

0 700

JALA

TS

97

28

BUILDING AND CONSTRUCTION AUTHORITY

V

BY RO ALLEN AT NC

TS

D

-9

90

91

-9

91

00

35

0 600

AD BY RO ALLEN AT NC

A RO N VA AT CA NC

17

-9

17

-9

06

14

15 00 0

AD RO E T RN CA N

TS

17

17

-9

05

07

-6

59.40 °

CH E N NER CA LI N T K

H

TS

17

-0

05

05

35 00

AD RO IN AT TA NC

TS TS

17

-0

17

-0

84 SW00 A

PE

HA

RO N TO T MIL NCA

17

17

55 00

KIT

CH E N NER CA LI N T K

NE Y LA ATT AT BE NC

TS TS

DEVELOPER'S SIGNATURE

Architect ARCHIANDREW 500 DOVER ROAD, SINGAPORE 139651

ARCHITECT'S SIGNATURE

431.56

-

-

-

-

-

-

-

-

53.90

79.99

107.94

189.73

6TH STOREY

641.18

-

209.93

-

-

-

-

-

-

53.90

-

-

377.35

ROOF STOREY

127.37

-

-

-

-

-

-

-

-

127.37

-

-

-

TOTAL

5710.3

-

-

-

-

-

-

-

-

-

-

-

-

A-

THEATRE SEATING

D-

NON - PRIVATISED WORKSPACES

G-

CAFE

J-

STAGE WORKSHOP

B-

THEATRE STAGE

E-

PRIVATISED WORKSPACES

H-

PUBLIC WORKSHOP

K-

VIP LOUNGE

C-

DANCE STUDIO // MEETING ROOMS

F-

OPEN TERRACE AREAS

I-

M&E AND TOILETS

L-

OTHERS

Project Title: PROPOSED ERECTION OF A 6 - STOREY COMMERCAL DEVELOPMENT WITH A MULTI - STOREY BASEMENT CARPARK AND COMPRISING A THEATRE AND ANCILLARY FACILITIES ON LOT TS17-02836P AT NOS. 290 JLN BESAR ROAD, SINGAPORE 271020 (KALLANG PLANNING AREA)

LEGEND

LEGEND FIRE BELL

MANUAL CALL POINT

NOTE: 1. 2. 3.

4.

EXIT

EXIT SIGN

EXIT

DIRECTIONAL EXIT SIGN

FAP FIRE ACCESS POINT

BI

BREECHING INLET

FE

FIRE EXTINGUISHER

9.

FD FIRE DOOR 0.5 HR

FH

5. 6. 7. 8.

FIRE HYDRANT

0.5 HR

10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

FD

FD FIRE DOOR 1.0 HR

1 HR

FIRE DOOR 2.0 HR

2 HR

ALL DIMENSIONS ARE IN mm ALL INTERNAL WALLS ARE 100 mm THK / OTHERWISE STATED ALL STRUCTURAL COLUMNS ON NON - BASEMENT LEVELS, ARE 450 mm X 450 mm SQUARE, ENCASED WITH 10 MM THK FIREBOARD, WITH STEEL U.C 380 X 380 mm. TW = 10, TF = 18. ALL STRUCTURAL COLUMNS ON BASEMENT LEVELS, ARE 450 mm X 450 mm CAST IN - SITU R.C SQUARE COLUMNS. ALL LOAD BEARUNG CORE WALLS ARE 300mm ALL RETAINING WALLS ARE 500 mm THK. ALL SCUPPER DRAINS ARE OF GRADIENT 1: 200 / OTHERWISE STATED ALL ROOF SCUPPER DRAINS ARE OF 300 mm WIDTH, AND OF GRADIENT 1:100 / OTHERWISE STATED ALL RWDP ARE OF 150 mm DIA, CONCEALED WITHIN ENCASED UNIVERSAL COLUMN ALL RAINWATER OUTLETS ARE 150 mm. ALL ICs ARE 750 X 1000 mm. ALL DISCHARGE PUPES ARE OF INTERNAL DIA 150 mm. ALL VENTLATING PIPES ARE OF INTERNAL DIA 100 mm. ALL MANHOLES HAVE DIA 1000 mm. ALL SANITARY DISCHARGE STACKS ARE OF 450 X 300 mm EXTERNALLY, WITH WALL THKNESS OF 50 mm. ALL INTERNAL COMPOUND SUMPS ARE 450 X 450 mm ALL ROADSIDE SUMPS ARE 1250 X 1500 mm ALL INTERNAL COMPOUND DRAINS ARE 300 mm WIDE ALL COMMON DRAINS ARE 450 mm WIDE ALL PWD HOLDING POINTS ARE 900 X 1400 mm ALL PARKING LOTS ARE 2400 X 4800 mm ALL BARRIER-FREE ACCESSIBILITY LOTS ARE 3600 X 4800 mm ALL FLOOR WASTE, FLOOR TRAPS, AND GULLEY TRAPS, ARE 150 X 150 mm ALL DETECTABLE WARNING SURFACES ARE 300 X 300 mm ALL REFUSE BINS HOLDS A REFUSE CAPACITY OF 660 LITRES, AND ARE 1280 X 7800 X 1235 DISTANCE BETWEEN LOT BOUNDARY AND NEW BUILDING OUTLINE = 0 ALL PASSENGER LIFT SHAFTS ARE 2300 X 2300 MM ALL DOUBLE DOORS ARE W2000 X H2100 MM ALL WHEELCHAIR HOLDING AREAS IN THE THEATRE ARE W 900 X D 1200 MM

LEGEND: AC : AIR-CONDITIONED AHU: AIR HANDLING UNIT BI : BREECHING INLET CSR: CONSUMER SWITCH ROOM DR: DRY RISER DS: DISCHARGE STACK EAD: EXHAUST AIR DISCHARGE EL: EVACUATION LIFT ELEC: ELECTRICAL RISER ESS: ELECTRICAL SUBSTATION FAD: FRESH AIR DISCHARGE FCC: FIRE COMMAND CENTRE FD: FIRE RATED DOOR FFL: FINISHED FLOOR LEVEL FT: FLOOR TRAP FL: FIRE LIFT FW: FLOOR WASTE GT: GULLEY TRAP MADE OF CAST IRON WITH ALUMINIUM ALLOY STRAINER BUCKET H/C: HANDICAPPED H. TILES: HOMOGENEOUS TILES HR: HOSE REEL IC: INSPECTION CHAMBER IL: INVERT LEVEL LAN: LOCAL ACCESS NETWORK RISER MDF: MAIN DISTRIBUTION FRAME MV: MECHANICALLY VENTILATED NW: NEWATER RISER N/V: NATURALLY VENTILATED PWD: PERSONS WITH DISABILITIES RC: REINFORCED CONCRETE RWDP: RAINWATER DOWNPIPE RWO: RAIN WATER OUTLET WITH LEAF STRAINER S/S: STAINLESS STEEL SC: SCREEN CHAMBER SL: SERVICE LIFT SSL: SMOKE STOP LOBBY TEL: TELECOMMUNICATIONS RISER TL: TOP LEVEL TD: TRAVEL DISTANCE UB: UNIVERSAL BEAM UC: UNIVERSAL COLUMN UT: URINAL TRAP VS: VENTILATING STACK W: WATER RISER WC: WATER CLOSET EXHAUST SHAFT FROM TOILETS WS: WASTE SUMP F&B: EXHAUST DUCT FROM KITCHEN FOR CAFE

Drawing Title: ____Site Plan

Project Reference N.o:

Drawing No.:

A1460 - 007 - 2018 BP01

1

Project Code:

The standard certification is submitted in the form of an electronic record which is signed with a digital signature.

Rev.:

Scale:

Date:

Drawn:

Checked:

As indicated

11/03/18

ANDREW CHEW

WEN YI


41


40

Regardless of how the analysis is done, Jalan Besar presents itself as a district of continuous change. It’s history has stretched to possibly pre - colonial Singapore, where it is filled with plantations. Subsequent industrialisation and urbanisation has changed the genius loci of the place. With bars, clubs and red light districts, to hipster cafes and creative startups, there is a large diversity.


39


38


37


36

The project featured other requirements. An office typology case study to examine the spatial arrangement of workstations in an office. Site response is also done with one of Kevin Lynch’s 5 elements.


35

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34


33


32

According to the National Arts Council, the performing arts industry in Singapore needed more space. Venues locally are either, small black - box spaces that accommodates approximately 200 seats, or large venues such as the Esplanade. These venues can host up to a 1000 seats or more. As of date, there are only 6 Mid - Sized performing art venues which practitioners can hire. Even industry experts noted that with the completion of the Esplanade waterfront theatre in 2021, it will still not be enough to relieve demand. Most performing works are conducted in midsized venues, due to economies of scale and profits between ticket sales and manpower / technical equipment required.


31

The idea is to establish a spatial continuity that is similar in the Taichung Opera House. An idealised design of a full load - bearing wall shell design like the precedent is not ­Â@XÎ X@ . Hence the next closest possibility is the only feasibility. Non - loadbearing walls that are shaped in a similar way, while being suported with struts that all ties back to a conventional structural framing system.


30

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90.00°

67 00

F

8400

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Roof Plan

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39. 45°

84 00

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200

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6th Storey Plan

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8400

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29


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5th Storey Plan

1

67 00

F

70 00

10m

0m 2.0m

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27

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4th Storey Plan

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26

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3rd Storey Plan

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NV

388

W/C NW MV

2615

A

40° 59.

DISCHARGE FROM BASEMENT

B

6600

8400

W WALK


G

23

1 90.00°

67 00

F

2

60 00

Basement 1 Floor Plan

1

70 00

0m 2.0m

3

20m

200

1

39. 45°

SCALE 1:

10m

84 00

4

3

36 00

2

RAMP TO L1

84 00

FFL:

5

3600

2400

5

5500

4

2400

E

84 00

RAMP FROM L1

6

6

60 00

2400

450

D

7540

7

HOSEREE

L TANK

AND PUM

FFL

91

P ROOM

SCREED MV

SPRINKLER

8400

3600

FFL

90

PUMP ROO M

SCREED

8

111

84 00

MV

SCREED MV

3250

9

C

7

2620

10

DR W HR

RAMP TO B2

11

12 AHU FFL

FAN ROO M [EAD ] FFL

89

SCREED

2300

PL - 3 PL - 1 LIFT LOBBY FFL

88

MV

SCREED

3000

MDF FFL

AC

8.86°

84 00

MV

83

86

FAN ROO M [FAD] FFL 87

SCREED

MV

MV

8

3106

SCREED MV

6600

BASEMENT ESCAPE STAIRS 84

FFL

40° 59.

SCREED

B

MV

UP UP VOID OVERLOOKING CSR

W/C NW MV

W

EAD

FAD

DEAD EN D SPAC E FOR 3 POINT TU RN

500

13

LIFT LOBB Y

14

FFL

15

92 AC

LAN

98

PL - 2 FL - 1 /FL -2

M/V

6° .8

PL - 1 FL - 1 / EL

FIRE ESC APE FFL

ELEC

VOID

8400

3500

TEL

DR W HR

LINE OF RAMP LAN DING

M/V F&B

UP

SL - 1

STAIRS

85

SCREED

4900

8000

8.86°

MV

8400

3500

A

TANK AND FFL

DRIVEWAY

8400 8400 8400

0° .0 90


22

G

1

90.00°

60 00

Basement 2 Floor Plan

1

67 00

F

2 70 00

0m 2.0m

3

SCALE 1: 39. 45°

84 00

10m

20m

200

4 84 00

5

E 5500

18

84 00

17

6

RAMP FROM B1 456

D 16

19 EJEC TOR FFL

PUMP ROO M SUMP PUM

97

SCREED

FFL

3505

SOIL

3120

21

3000

22

23

DR W HR

STANDBY

GENERAT

FFL

OR ROO M

29

MV

8.86°

7200

94

FFL

CARPET

302

AC

MV

84 00

28

95

SCREED

LIFT LOBBY

7

24

PL - 3 PL - 1

2620

84 00

96

20

3000

C

P ROOM

SCREED MV

7200

8400

MV

30

2760 2400

386

99

FFL

40° 59.

SCREED

B

MV

8399

93

W/C NW MV

7200 W

SCREED

EAD

303

FAD

MV

25

26

LIFT LOBB Y FFL 98

27

CARPET AC

98

PL - 2 FL - 1 /FL -2

LAN M/V

6° .8

PL - 1 FL - 1 / EL

ESCAPE STAIRCAS FFL

4900

8000

8.86°

TEL

DR W HR

M/V F&B

UP SL - 1

E

100 MV

8400

3500

UP

8400

DEAD EN D SPAC E FOR 3 POINT TU RN

500 VOID

ELEC

A

3500

441 CSR FFL

8

3019

ESCAPE STAIRCASE

8400 8400 8400

0° .0 90


AMSL: 137.300 m GLASS WINDOW TO OVERLOOK WORKSHOP SPACE

SKYLIGHT DAIKIN UAA ST3 105 - FBBE CHILLER UNIT

CHWR CHWS

MV JOIST GIRDER 1524 D WITH PURLINS TO HOLD ROOF

5RRI *DUGHQ

GRIDIRON

FOLLOWSPOT SPACE

))/ P

LIGHTWEIGHT METAL ROOF & EXTERNAL LIGHTWEIGHT FACADE WALL SYSTEM

SUSPENDED CEILING

5000

CORRIDOR

PUBLIC LOBBY

VESTIBULE

LIGHTWEIGHT METAL ROOF & EXTERNAL LIGHTWEIGHT FACADE WALL SYSTEM

WK 6WRUH\

5000

))/ P

SERVICE LOBBY

LIFT LOBBY

WORKSHOP SPACE AREA

WK 6WRUH\

5000

))/ P

AUDITORIUM

PUBLIC LOBBY A/C

STAGE

BACKSTAGE

A/C

A/C

A/C

WK 6WRUH\ PUBLIC LOBBY AREA

))/ P

5000

N/V

OFFICE WORKSPACE AREA A/C

UG 6WRUH\

OFFICE WORKSPACE DANCE STUDIO SPACE A/C

))/ P

5000

A/C

OFFICE WORKSPACE AREA A/C

OFFICE WORKSPACE AREA A/C

INFORMAL MEETING AREA

QG 6WRUH\

N/V

))/ P

5000

PUBLIC WORKSHOP SPACE A/C

DROP OFF LOBBY N/V

VW 6WRUH\

3600

))/ P BASEMENT CAR PARK

FRESH AIR DUCT (FAD) RETURN AIR DUCT (RAD)

AHU (BEHND)

BASEMENT CAR PARK

%DVHPHQW

3600

))/ P BASEMENT CAR PARK BASEMENT CAR PARK

%DVHPHQW ))/ P

Section A - A 0m 1.0m

FOR ELEMENTS OF STRUCTURE ABOVE GROUND: • ALL BEAMS AND COLUMNS SHALL BE OF 1 HOUR FIRE RATING FOR ELEMENTS OF STRUCTURE BELOW GROUND: • ALL BEAMS AND COLUMNS SHALL BE OF 2 HOURS FIRE RATING

5m

10m

ALL UNIVERSAL BEAMS TO BE CONCEALED IN FIRE PROTECTION BOARD. ALL CASTELLATED BEAMS TO BE CONCEALED IN FIRE RESISTANT SUSPENDED CEILING.

LEGEND:

SCALE 1:

100

FAN COIL UNIT

UNDER -SEAT SUPPLY AIR DIFFUSER

RETURN AIR DUCT

RAISED FLOOR & INTERNAL LIGHTWEIGHT PARTITION WALL SYSTEM

21


20

Geometry influences sound. This is an important acoustical requirement when designing any theatre or concert hall. Though for the sake of this project this is simplified, in real life, the geometry of architecture will concentrate or diffuse sound waves when reflecting off a piece of solid.

Yet this same geometry needs to comply with vast programmatic requirements in this project. While dominantly a theatre typology, it also includes office workspaces to aid the growth and development of the performing arts industry clientele. For this reason, the project adheres to the methodology of Toyo Ito’s Taichung Opera House.


ÌÎ k@ÎÂkÌ Å the nexus for a gay club community in ogota, Columbia. In Singapore, 1heatres are used as @Ìgathering place x  a place of worship among churches. New Creation Church, hosting its services at the Star Theatre, is a fine example. Popularity of plays and performances may have declined in this contemporary society, due to the availability of entertainment everywhere. Cinematic films, the nternet, handheld portable devices, reduces any need for people to go to the theatres to be entertained. However no amount of technology or change can ever displace the need for feeling belonged. Architecture can provide a place of gathering. Even people residing in the same space may choose to not feel any belonging unless there is an incentive. The same longing for community is expected in the workplace for milennials, the type of people that would choose to work smart than hard. For a site as diverse as Jalan Besar, the theatre presents a suitable choice to ‘unite’ many different types of people to watch a performance together.

19


18

E

D

C

5500

2100

2100

8400

2100

2100

2100

2100

2100

2100

2100

2100

2100

2100

Elevation JALAN BESAR 0m 1.0m

SCALE 1:

5RRI *DUGHQ

2100

5000

2100

))/ P

2100 2100 2100

5000

WK 6WRUH\

2100

5000

WK 6WRUH\ ))/ P

2100

WK 6WRUH\ ))/ P

2100

5000

2100

))/ P

2100 2100 2100

5000

2100

5000

QG 6WRUH\ ))/ P

2100

UG 6WRUH\ ))/ P

VW 6WRUH\ ))/ P

5m

100

10m


17


16

Agora is the greek word that refers to an open marketspace area. Theatron is the greek root word for theatre - a place where shows are staged. The performing arts industry needs a space that integrates work, practice and performances. Just as the theatre was the social nexus of communities, it will socially enhance Jalan Besar with a 450 seater theatre. Creative industries in the estate can participate in the design process or manufacturing the performance. Other social communities can enjoy the product of the performances, regardless of differences. The theatre typology represents the nexus of any community it resides in. A look at theatre history shows this. Ancient theatre typologies reside at mountain hills for the natural slope inclination ideal for seating. The renaissance period saw many playhouses and opera houses in europe. The roots of the modern theatre can be traced to the theatres of England, during the Elizabethan era of shakespeare and the Georgian era. This particular academic project studies the typology of theatres - which is definitely going beyond the typical office design brief. Rule of thumb principles are adhered when desiging the theatre, such as sightlines, fire precautions and provision of technical spaces.


15

Agora Theatron The Theatre to Be


14


13


12

Hold me there, hold me through, to only what you can do.



10

Hi I’m Andrew, passionate about architecture. I’m a graduate from Singapore Polytechnic’s diploma in Architecture (DARCH). I like to dream. Part of my utopia is expressed in my modelling, drawing, rendering, photoshopping and critique. While God is in the details, God is in the dreams. The built environment is intrinsically linked with the well - being of anybody in all aspects. Architecture showed me how.


9

Carpe Diem Coram Deo


8



6

There’re no shortcuts in life; only keyboard shortcuts.


5

Agora Theatron

Rochor Farms

Mobius Strip


4

10

Bio

15

Year 3 : Agora Theatron Detailed Design Response (DDR) Schematic Design Response (SDR) Research and Review (RR) B.P Submission Archifest 2018 VSE: Rhino/GH + Fablab

63

Year 2: Rochor Farms Final Design Review (FDR) Detailed Design Response (DDR) Schematic Design Response (SDR) Individual Design Response (IDR) Research and Review (RR) B.P Submissions BIM Shootout 2017 VSE: 3dsmax

107

Year 1: Mobius Strip SpirIal Enfloaping VSE: Participatory Design

143

Personal Projects

153

Contact

Contents



2

ArchiAndrew Architecture | Ngpillows | God

1st Ed 24 | 12| 2018


ArchiAndrew


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