@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 roofâ&#x20AC;&#x2122;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 thatâ&#x20AC;&#x2122;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
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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 BCAâ&#x20AC;&#x2122;s regulation_Ă&#x152; prohibitiÂ&#x161; 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
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(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
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97
-9
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TY RW HIT NC T R AT OA D
AD O IR T ALW CA N
TS
17
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95
W
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TS
17
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56
00
C
17
00
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TS
17
95
95
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TS
150
M
TS
17
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88
4
FH
0 840
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TS
17
-9
96
83
99
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17
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-8
95
2
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TS TS
17
17
-9
MAJOR PROJECT
C
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AD
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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. Itâ&#x20AC;&#x2122;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 Lynchâ&#x20AC;&#x2122;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°
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8400
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2
Roof Plan
1
39. 45°
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4 84 00
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UP PUBLIC LOBBY FFL 127.100 m
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FIRE FIGH TING LOBB Y FFL 127. 100 m
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5th Storey Plan
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4th Storey Plan
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26
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3rd Storey Plan
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BIN CEN TRE FFL 101. 550 m SCREED
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DISCH ARG E FROM BASEMENT
8409
NV
3320 8220
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$
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0° .0 90
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8000
FFL 101.5 50 m
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SANITARY SHAFT
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3600
FIRE COM MAN
8400
W
2720
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: â&#x20AC;¢ ALL BEAMS AND COLUMNS SHALL BE OF 1 HOUR FIRE RATING FOR ELEMENTS OF STRUCTURE BELOW GROUND: â&#x20AC;¢ 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 Itoâ&#x20AC;&#x2122;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
Thereâ&#x20AC;&#x2122;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