Chen Xu SP Portfolio

PORTFOLIO

Resume | Academics | Professional

Dip. Arch Chen Xu

Portfolio 2024 | Resume

CHEN XU

ABOUT I am a thrid-year architecture student at Singapore Polytechnic, and for me, architecture is the process of turning an idea from a few sketches into a functional structure. I am also highly motivated to try out new things, to provide better ways of presentation and design.

CONTACT Phone: +65 82028539 Email: Chenxu301005@gmail.com Address: Commonwealth Close block 83 12-173 LinkedIn: https://www.linkedin.com/in/chen-xu05/

2

CV

EDUCATION

AWARDS

PSLE Queenstown Primary School 2012 - 2017 PSLE: 211

Director’s Honor Roll Academics year 2022 - 2023 Academics year 2023 - 2024

GCE’O Level Yuan Ching Secondary School 2018 - 2021 L1R4:12

Edusave Scholarship award Award of excellence 2020 ( Secondary 3) L1R5: 16

Diploma In Architecture Singapore Polytechnics 2022 - (Present) GPA: 3.88/4.0

CO-CURRICULAR ACTIVITIES Queenstown Primary School 2015 - 2017 Member of Basketball Team Yuan Ching Secondary School 2018 - 2021 Member of Robotics Club Singapore Polytechnic 2022 - 2023 Member of SP Strength Athletics 2022 - (Present)

Member of SP ABE Club

2023 - 2024

Member of SP Peer Support

2023 - 2024

Publication lead of SP Peer Support

3D FABRICATION JOURNAL

SOFTWARE Revit - Intermediate AutoCAD - Intermediate Rhinocerous - Beginner Sketchup - Intermediate Enscape - Intermediate Twinmotion - Beginner D5 Render - Intermediate Adobe Photoshop - Intermediate Adobe Illustrator - Intermediate Adobe Indesign - Intermediate UltiMaker Cura - Beginner Bambu Studio - Beginner

LANGUAGE English - Proficient Chinese - Proficient

DIGITAL PORTFOLIO

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Portfolio 2024 | Content Page

SELECTED WORKS 01 02 03 04

WOVEN Year 3 Final Project An Engineering School located within Singapore Polytechnics for the future enginners

MET STAIRCASE Computational Design A project combining Grasshopper and 3D printing to frabicate an staircase project

FRAME HOUSE Year 1 Final Project A dwelling project for a photographer client at a site located near dover MRT

AUTHRORITY Technical Drawings Authority drawings drafted in accordance of compliance with codes and regulations.

05

MISC. Other Works collection of projects completed both within school and beyond

4

Projects

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Portfolio 2024 | Year 3 Final Project

WOVEN PROJECT INFO A project to create an immersive and innovative space for Singapore Polytechnic’s Electrical and Electronics Engineering students. The design emphasizes fostering creativity while integrating sustainability to inspire future engineers in adopting sustainable practices.

CONCEPT Create a blend of landscape and co-creation spaces where students extend learning beyond classes through interaction and observation. This immersive, transdisciplinary design inspires students, with a woven layout that fosters deeper connections compared to a traditional school grid layout.

Hence, creating a school that goes beyond being just a space for learning and studying; it also becomes a place where students and staff can call their “second home.”

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Academics Project

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Portfolio 2024 | Site Approach

Grid Layout

Woven Layout

Green Woven Layout

DESIGN APPROACH The goal is to create a school environment that fosters connectivity and collaboration among students, embed sustainable practices into their daily experience and reinforcing inspired learning throughout their journey.

With weaving as the critical concept, it helps to strengthen

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connections, enabling students and staff from various disciplines within the school to share a unified bond.

This approach allows different diploma programs to be interconnected within a single cohesive volume, despite their varied levels.

01

02

Froming of site profile to know the volume of the site and the area of the site

Using the pedestrian circulation to determine and shaped the forms of the first storey with consideration of site profile

03

04

The elevated floor plate separates EEE social spacesfrom public areas, connecting them through green atriums. Each diploma is in separate blocks for clear wayfinding

Overlapping spaces at diploma intersections foster co-creation. The central atrium supports experimentation and showcases multidisciplinary innovation in a single alleyway.

05

06

Interwoven levels enable multi-level circulation, enhancing interactions across disciplines and fostering broader collaboration

Weaving the levels creates air pockets that enable natural ventilation. Air wells enhance this effect, allowing hot air to escape through the stack effect, improving the internal climate.

07

08

Interwoven levels enable multi-level circulation, enhancing interactions across disciplines and fostering broader collaboration

Vertical double-skin façade provides shading, reduces solar radiation, and allows ventilation when fins are open, while highlighting cocreation and exhibition areas of the various diploma.

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Portfolio 2024 | Overall Design

Shared Learning Space’s Atrium Interior View

Outdoor Learning Space Interior View

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Academics Project JOURNEY As users navigate the space, they will experience the feeling of various levels seamlessly woven together, allowing for multiple diverse and dynamic circulations.

This design fosters a strong sense of connection among students and staff, uniting them as a cohesive school community.

SPATIAL PROGRAM Networking Space Exprementation Ancillary Space Classroom Co-Creation Space Outdoor Learning

DIPLOMA ROUTE Aerospace Computer Engineering Electrical and Electronic Engineering With Businesss

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Portfolio 2024 | Computational Design

12

Academics Project

MET STAIRCASE PROJECT INFO This project emphasizes the use of Rhino and Grasshopper to create a parametric staircase model designed for 3D printing. The model offers flexibility, allowing adjustments to various heights based on predefined parameters.

CONCEPT The model is inspired by an existing METl staircase project, aiming to analyze and replicate the joinery methods used in its construction. This understanding is translated into a parametric staircase model using Grasshopper, ensuring the construction techniques are accurately replicated.

Additionally, the project focuses on ensuring the staircase represents the strength of MET, enabling it to be freestanding. This involves tweaking specific parts of the script and redesigning elements to ensure structural compliance while maintaining flexibility within the parametric model.

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Portfolio 2024 | Year 1 Final Project

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Academics Project

FRAME HOUSE PROJECT INFO This Dwelling project is to create a dwelling space within a specific plot located at Dover forest west. This entails the consideration of my client’s unique lifestyle as a full-time and professional photographer, along with her contrasting needs for spatial utility; Private living spaces for personal use and public gallery spaces to display her works.

CONCEPT To design a dwelling that addresses the client’s needs of wanting an open space to promote more opportunities to display her works within the dwelling while providing personal spaces to tune out from her hectic life.

Thus, this gave birth to the strategy of framing specific views to display to the public to achieve spatial disconnection between her personal spaces and the public gallery spaces

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Portfolio 2024 | Site Analysis

SITE ANALYSIS Even though the plot posseses unfavourable site conditions, there are opportunities within the plot context that can be leveraged on to maximise the potential of the design.

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Academics Project

17

Portfolio 2024 | Overall Design

OVERALL DESIGN The concept of having an open floor plan results in the promotion of circulation within the first floor of the dwelling, providing visitors with the opportunities to make visual connection with the client’s works.

The use of full height openings not only helps with bioclimatic aspect of the dwelling, but also allows seamless circulation throughout the whole dwelling.

The strategy helps making the whole first floor seems all are connected in a way or another. This allow the paint and photo gallery to always be part of visitor’s spatial journey.

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The framing of view notion is used both internally and externally, but with two distinct purposes. while the outer frame is used to draw attention to the house’s gallery from the outside. The purpose of the interior frame is to draw attention away from the visitor’s private access to the upper floor, which is primarily used by the building’s owner. This gives the owner peace of mind that no visitors would be able to access her private areas.

This is necessary since the first level is open and there is a chance that a visitor would inadvertently trespass into the owner’s private areas.

Academics Project

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Portfolio 2024 | Rendered Floor plan

FIRST STOREY PLAN The First Storey being the place where most people gathers and group together and visit the client’s gallery or continue their social acitvity . The open concept layout can be clearly seen, the whole space is being interconnected with a centeral courtyard provide a core circulation it provides a ease of circulation throughout out the whole first storey allow spaces to be linked

5

10m

A

20

0

N

Academics Project

SECOND STOREY PLAN The second storey is a very different spaces as compare to the first storey as this space is solely meant for the tenants with consideration of not wanting to share her own personal spaces with others. This space is important to provide a space that disconnect her from the first storey.

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Portfolio 2024 | Rendered Sections

SECTION A-A The layout of the dwelling’s segment that serves as the entryway makes it possible to recognize locations quickly at the point of entry because everything is visible from that point on. At the very point of entry, areas like the gallery, kitchen, and photoshooting rooms may be viewed.

0

5

10m

A

22

Academics Project

SECTION B-B This section shown the different spaces being connect by the central courtyard, this allow simple circulation between the varies space within the dwelling. The disconnection of the private space of the client can also be seen as the master bedroom is isolated from the storey below with it own private balcony.

23

Portfolio 2024 | Renders

View of user’s personal space

View of studio from entrance allow visitor like student to easily locate studio

24

Academics Project

View of the central courtyard and dining

View of gallery from kitchen

25

Portfolio 2024 | Technical Drawings

5

10m

A

0

TIMBER DECKING

PAVALION FFL 0.10

FFL 0.30

MULTI-PURPOSE ROOM FFL 0.40

50

OUTDOOR DINING FFL 0.40

GUEST BATH

KITCHEN FFL 0.45

FFL 0.35

F 50

50

-

1

DARK ROOM

LIVING ROOM

FFL 0.40

FFL 0.40 50

STAIRS FFL 0.40

W/C

50

STUDIO FFL 0.40

PHOTO GALLERY FFL 0.40

FFL 0.35

A

First Storey Plan

5

10m

A

26

0

N

Academics Project

3

7 8

6 2800

500

1500

2500

2

4

5

500 800

1 1500

ROOF LEVEL

2600

FFL 6.00m

SECOND STOREY

FFL 0.40m

BUILDING SETBACK

FIRST STOREY

SITE BOUNDARY

3000

FFL 3.40m

PHOTO GALLERY

LIVING ROOM

KITCHEN

FFL 0.40

FFL 0.40

FFL 0.45

Section A-A

3 2

1 1500

7 4

800 500

1500

8

6

5 2500

500

2800

ROOF LEVEL

2600

FFL 6.00m

SECOND STOREY

FFL 0.40m

BUILDING SETBACK

FIRST STOREY

SITE BOUNDARY

3000

FFL 3.40m

Elevation 1

5

10m

A

0

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Portfolio 2024 | Year 3 Final Year Project

AUTHORITY DRAWING (WOVEN) PROJECT INFO One key requirement for our main drawings is compliance with authorities such as BCA, SCDF, and LTA. To demonstrate the building’s compliance, it is essential to use Revit to produce detailed drawings with effective annotations that highlight adherence to relevant codes and regulations with striving for an innovative design.v

28

Academics Project

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Portfolio 2024 | BP Drawings

BCA_BP_Sump Tabulation

769 450

S4 to S5 4320.2 S5 to S6 2282

200 200

21.601 11.41

24.693 23.727

24.221 23.277

472 450

S6 to S7 3367.7 S7 to S8 2329

200 200

16.8385 23.727 11.645 22.760

23.260 22.310

467 450

S8 to S9 4239.6 200 S9 to 2136.3 200 S10 S10 to 13241.7 200 S11

21.198 22.760 10.6815 20.760

22.288 20.310

472 450

S12 (Summit) S12 to 8458 S13 S13 to 11568 S14 S14 to 20699 S15 S15 to 5439 S16 S16 to 12512 S17 S17 to 36520 S18 S18 to 15602 S19 S19 to 2653 S20 S20 to 54577 S21 S21 to 11844 S11 S11 to 11297 Public Sump 01

66.2085 20.660

20.210

Remarks

1

Top Level of Drain Dropped by 967mm Top Level of Drain Dropped by 1933mm

25.210

450

200

42.29

25.660

25.168

492

200

57.84

25.660

25.110

550

200

103.495 25.660

25.006

654

200

27.195

25.660

24.980

680

200

62.56

25.660

24.917

743

200

182.6

21.260

20.810

450

200

78.01

21.260

20.732

528

200

13.265

20.660

20.210

450

200

272.885 20.660

19.937

723

BASEMENT STOREY

324.54 m²

324.54 m²

0.00 m²

0.00 m²

142.43 m²

1

FIRST STOREY

2214.28 m² 1503.86 m² 567.99 m²

1

SECOND STOREY

2414.45 m² 251.62 m² 1627.76 m² 535.07 m²

1

THRID STOREY

1534.40 m² 349.89 m² 1184.52 m²

0.00 m²

1

FOURTH STOREY

1678.36 m² 293.59 m²

521.78 m²

1

FIFTH STOREY

1497.39 m² 251.17 m² 1081.46 m² 164.76 m²

1

SIXTH STOREY

1566.94 m² 269.88 m² 1125.56 m² 171.50 m²

Site Permissible Proposed Area(m²) Plot Ratio Plot Ratio 5390.21 m²

2.0

Permissible Gross Floor Area(m²)

Proposed Gross Floor Area

10780.42

10403.10

1.93

No. Of No. Of Total No. Carpark Handicap Of Carpark Proposed Lots Lots Lots AMSL(m) 30

2

32

60.660

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

COM

MON

WESWEA MK0 T LTH 3-03(CAT AVE 991M2) NUE

862.99 m²

01 08 ________sheet of ________

Project Ref No: A5833-0007-2024-BP1

CAFE@M

OBERLY

BUILDADMI N ING@

SP

IC

Top Level of Drain Dropped by 2900mm

DOVE

ECHN ROAD POLYT NT ) CRESE (NCAT

SIT@

SP

POLY

R MK03ROAD -0326 (CAT 0C 3)

TECH

NIC (NCACRES T) ENT

ROAD

POLY TECH ROAD NIC (NCACRES T) ENT

SITE MK03-05219V

Top Level of Drain Dropped by 4900mm Top Level of Drain Dropped by 5000mm

Building Plans Complying with Acceptable Solutions in Approved Document

W4

5390.21SQM

DOVE

R MK03ROAD -0325 (CAT 7C 3)

450

25.660

Ancillary Space(m²)

PRINC

W5

DRIVEE EDWA (NCA T)

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

RD

W5A

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

PRINC

DRIVEE EDWA (NCA T)

1

ROOF STOREY

0.00 m²

MK03-03263V

127.24 m²

127.24 m²

0.00 m²

10403.10 m²

3371.78 m² 6450.28 m² 1535.54 m²

RD

T3) (CA AD 60C RO 032 03-

24.891 24.243

Learning Space(m²)

VER DO MK

685

200 200

235.830 25.660 5 85.885 25.660 10.347 24.693

24.975

S2 to S3 17177 S3 to S4 2069.4

Other Areas GFA(m²)

T5)

450

Area

492L (CA

25.210

Level

NumberOfF loors

AVE NUE

25.660

Depth (mm)

(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.

3-01

Invert Level (TL)

MK0

S1 (Summit) S1 to S2 47166.1 200

URA_Summary Of Site

URA_Summary Of Gross Floor Area

Top Level (TL)

Drop (mm)

DOV ER

Connecti on Point Distance Gradient Of Drain (mm) (1_xxx)

Owner's Consent I/ We, Chen Xu, hereby declare that -

N

(a) I am 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

LOCATION BUILDING PLAN 0m 50.0m

250m

(b) I 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).

500m

Rev.

SCALE 1: 5000

Top Level of Drain Dropped by 4400mm

75600

AD

T RO

EN CRES NIC T) TECH (NCA

POLY

0

EL

: 25.00

21.260

20.871 20.849

411

200

116.2

21.260

20.733

527

200

56.425

21.260

20.677

583

200

38.55

21.260

20.639

621

200

61.475

20.660

19.937

1048

60

20.7

PL :

ADM IN ENTR

ING

ESS EGR

LINE

NIC CR (NCA ES T) ENT

E

AD RO

20.66 0

EL :

TE

CH

ING

EXIST LAND ING SCAP

0

PO LY

00

NG

20.66 0

STI

EL :

EXI

RY NDA SITE

BOU

8700

7139

ING

6 MM

8700M RES VEHIC M S WIDE ULAR 1:15 RAMP

42

OUT BAS EME NT OSED P-OF F

60

MPL

PROVISION OF FIRE ENGINE ACCESSWAY

ING

ARY UND

LARGEST AFA: 2799.64m² BUILDING PERIMETER (BP): 293416.3mm LENGTH OF FIRE ENGINE ACCESSWAY (BP/6): 48902.7mm PROPOSED FIRE ENGINE ACCESSWAY: 49500.0mm

E BO

60

SIT

: 21.2 MPL

10718

MENT PAVE SOED

400 FIR 0MM E ACCWID E RO AD ESS

M SERVWIDE ICE PROP ROAD OSED

6000M

FALL

20.76

0

10718MM PROPOSED BUILDING SETBACK

8400

ROAD LINE I, Chen Xu, 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.

GU HO ARD USE

GA ING TE 1 RES S EL 0

7805

3895

4505

11

10

SITE BUILDING PLAN

LOCATION AND SITE BUILDING PLAN

I,Chen Xu 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.

9

8 7

LEGEND

25m

Drawing Title:

DRAINAGE INTERPRETATION

595

7-A

0m 5.0m

B

7943MM PROPOSED BUILDING SETBACK

K WAY

12

RY

Top Level of Drain Dropped by 5000mm

EXIST LAND ING SCAP

1212

6000

WAL

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

: 20.76

BOU

NDA

723

400 FIR 0MM E ACCWID E RO AD ESS

6500

FALL

6000

SITE

FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM

EXIST LAND ING SCAP

0

3368

6500

4340

FALL

TING

EL :

1

N

BLOC ANCE K

84 16

6000

1121

6120M DRIV M WIDE EWAY PROP /DRO

4060

FALL

0

00 84 00 84

00

00

84

84 00

4000

1258

0 840 487

14790

EXIS

8400

Project Description: FIRE PROTECTION SYSTEM

1

7943

E

14 6 MM

21.260

24762MM PROPOSED BUILDING SETBACK

6108MM WIDE EXISTING INGRESS DRIVEWAY

4000

SLOP GREE ED N VERG

13

PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

6108

8400

8400

Author: Architect CHEN XU GROUP PTE LTD CHEN XU

FALL

FALL

3)

15

RAN HYD

6500

PL : 50.660

M WIDE

(CAT

9874

22.22

GREEN ENGINNEERING WORKSHOP

PL : 60.660

FALL

C

0

389

200

: 21.2

6000

2688 RAMP ING

77

VEHIC ULAR

400 FIR 0MM E AC WID RO CE E AD SS

304

EXIST

7

E BO UN DA RY SIT

E SLOP GREE ED N VERG

4000

7000 3

6020

1064 3000

FALL

Top Level of Drain Dropped by 4400mm

FH PROP HYDR OSED ANT FIRE

ULAR

AD

257

20.66

FALL

89.22

300

3-03

EL :

MM

PROP

200

20.960

STAIR B LOBBY AND LIFT MOTOR RC ROOF

MK0

SLOP GREE ED N VERG

6390

0 259 0

RY NDA BOU SITE 8 MM 4550

0 960

180.485 21.260

PL : 60.660

1:8.3 RAMP VEHIC

R RO

FALL

6000M

VE

16

00

VER CO

19000

FALL

INE

8400

DO

17

2

PL : 40.660

SETBA ING CK

6335

2065

18

0

200

T OUTL

T

6030 2476

6500

10500

OUTDOOR SLOPED WORKSHOP 06

TOILET RC ROOF

MEN

E

840

50000

00

347

E ENGIN Y FIRE SSWA MM) ACCE 19000 (6000X

6120

TERS

PLAN

BASE

ED N VERG

11210 PROP MM BUILDOSED

168

300

25.313

NT COVER

0

25.360

25.660

0

PROP HYDR OSED ANT FIRE

28170 CUL- MM TURN DE-SLONG ING AC FACI LITY GREESLOP

HYDRA

900

FH

4500

25.660

150MM RWDP/ ⌀ RWO

30.91

PL : 50.660

0

0

C

6894MM PROPOSED BUILDING SETBACK

500

SPACE

RY

K WAY

0

ROAD

PL : 30.910

WAL

23.10

ICE

: 25.66

LEARNING

50.51

PL : 55.660

GREEN ENGINNEERING WORKSHOP

SERV

MPL

1500 0 FIRE ACCE ENGI (6000 SSW NE X150 AY 00MM 28170 )

840

FER

ULAR

FER

8400

200

ALUMINIUM STANDING SEAM ROOF (NOT ACCESSIBLE)

150MM RWDP/ ⌀ RWO

7250

D BUF

BUF

4080

6894

E

SHARED

EL :

S1(A) (Summit) S1(A) to 10102 S2(A) S2(A) to 36097 S3(A) S3(A) to 17844 S4(A) S4(A) to 4444 S5(A) S5(A) to 23240 S6(A) S6(A) to 11285 S7(A) S7(A) to 7710 S8(A) S8(A) to 12295 S21

M

PL :

ROA

1:8.3 RAMP VEHIC

EN

NDA

0

FALL

6000

00

0 GRE

BOU

6050MM WIDE EXISTING EGRESSDRIVEWAY

AG

6020M

300

SITE TING

MM

150MM RWO ⌀

M WIDE

E

EXIS

650

PL : 55.660

1:15 M WIDERAMP 7250M ULAR VEHIC

ATRIU

100

SLOP GREE ED N VERG

STAIR C RC ROOF

PL : 55.660

150MM RWO ⌀

INE

0

ARY

6050

BASE

5390.21SQM MK03-05219V PL:25.660 RL:20.660, 25.000 AMSL:60.660

PL : 55.660

E BO

UND

SOLAR PANEL FARM

INE

OUTL

B

SIT

6500

6500

T OUTL

2 ROAD

10643 PROP MM BUILDOSED SETBA ING CK

2329MM PROPOSED BUILDING SETBACK

MENT

23.00

EXIS MAN TING HOLE

6500

GATE

EL :

MH

0

T

0

SITE

OFF-GRID WORKSHOP

PL : 60.660

: 20.66

PL : 55.660

REFRE AREA SHMEN

45.60

YTE CHN ROA IC D (NC CRE AT) SENT EL

PL : 55.660

OR

PL :

POL

3368MM PROPOSED BUILDING SETBACK

PL : 55.660 Poin

150MM RWDP/ ⌀ RWO

OUTDO SCUPP

ER

STAIR A LOBBY AND LIFT MOTOR RC ROOF

MEN

ING

500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

A

SOLAR PANEL FARM

WATER TANK

PL : 55.660 150MM RWDP/ ⌀ 150MM RWO ⌀ RWO

PUBL SUM IC P 01

t

PL : 40.600

Top Level of Drain Dropped by 2660mm

SLOPE GREE D N VERG

E

300MM DRAIN WIDE

150MM RWO ⌀

0

0

736MMBUILD OSED CK PROP SETBA

mit

ALUMINIUM STANDING SEAM ROOF (NOT ACCESSIBLE)

BASE

FALL

E WID MM ESS 4000 ACC FIREROAD

VEHICULAR

OUTDOOR AREA STUDY

518

150MM RWDP/ ⌀ RWO

40.66

PL : 55.660

1837

650

370MM OSED CK PROP SETBA ING

2329

450

22.482

23.000

PL :

PAV

: 20.76

EL

P

G HUM

EXT

1:8.3 GRADIENT RAMP

FALL

22.550

17.555

OUTDO CLASS OR/DR ROOM ONE 07

RAIN WATER HARVESTING WORKSHOP

FALL

RY

COOLING TOWER AND CHILLER

ROOF TERRACE/WORKSHOP

0

9000

105.395 23.000

400MM

35.66

NDA

TING

EXIS

Sum

EXISTING

INE

PL : 50.660

WALKWAY

0

200

MPL : 25.660

1837M PROP M BUILDOSED SETBA ING CK

5480

200

OUTLINE

0

4000

1212MM PROPOSED BUILDING SETBACK

T OUTL

RAISE PLANT ER D

SINGAPORE POLYTECHNICS MR SOH

BOU

NT

EME

1

BUILD

16MM PROP BUILDOSED SETBA ING CK

BASE

MEN

ROOF

650

H

450

RS

NTE

76

25.210

4

5

6

PL : 55.660

PLA

SITE

BOUN

SITE

2

OFF-GRID WORKSHOP

PL :

MM

22584 BOUND

MM SITE

4477

3

736

501

6500

66

25.660

SETBA ING CK

SITE BOUNDAR

ARY

31

BASEMENT

G

9685 MM

9316 MM SITE BOUNDARY

31MM PROP BUILDOSED SETBA ING CK

4000

E F

DARY

Y

BOUN DARY

6960

839

SITE

4000

783

19.821

3 MM

MM

P

G HUM

EXT

370

19.877

20.660

6289

AGE

NT COVER

HYDRA

MM

0

6500

20.660

56.485

PL : 60.660

59.22

200

RY

MM SETB BUIL ACK DING

1550

2688M PROP M BUILDOSED

FH

Landowner/ Developer:

2031

NDA

50000 PROP 1258 OSED

FIRE ACC ENG (600 ESS INE 0X15 WAY 000M M)

2231

STAIR D RC

200

BOU

EL : 25.000

2231M PROP M BUILDOSED SETBA ING CK

D-1

SITE

6130

20904 SETBA MM ADJAC CK ENT FROM (SIT@ LOTS SP)

RO AD

0 MM

POLYTECHNIC CRESENT ROAD (NCAT)

EXIS HYDRTING ANT FIRE

D

SIT@SP MK03-05219V

SITE BOUNDARY

1647 MM

2730

Top Level of Drain Dropped by 5000mm

AGE

50m

ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

FIRE ENGINE ACCESSWAY

SCALE 1: 500

SEWERAGE INTERPRETATION

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

001

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.

Date:

AS SHOWN

01/12/2024 CX

1:200 GRADIENT 450MM⌀ UPVC CONDUIT COMMON DRAIN

760

EX IS VE TIN EL ME G : 20.

NT

00 65 6793

2050

300

1500

298 1501 300

600

EGRESS

FIR AC (60 CEE EN 00 SS GI X1 W NE 90 AY 00 MM )

O

4500 00 65 MM

DR

DT

H

1500 5050

C. SCREED EPOXY COAT MPL : 21.260

S20 TL:20.660 IL:20.210 D:450MM

3000

S19 TL:21.260 IL:20.732 D:528MM

GREEN VERGE

63

00

84

00

00

00

84

84

00

84

00

84

95

05

EXIT SIGN (FACING RIGHT)

FH

1HR

MH

MANHOLE

PL

PROPOSED LEVEL

SCREED TO FALL

EL

EXISTING LEVEL

⌀

DIAMETER SYMBOLS

FD

EL : 20.660

(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.

Owner's Consent I/ We, Chen Xu, hereby declare that (a) I am 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 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).

Rev.

Date

Description

Landowner/ Developer:

SINGAPORE POLYTECHNICS MR SOH 500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

FIRE HYDRANT

LARGEST AFA: 2799.64m² BUILDING PERIMETER (BP): 293416.3mm LENGTH OF FIRE ENGINE ACCESSWAY (BP/6): 48902.7mm PROPOSED FIRE ENGINE ACCESSWAY: 49500.0mm ROAD LINE

84

00

84

Author: Architect CHEN XU GROUP PTE LTD CHEN XU PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

Drawing Title: BASEMENT BUILDING PLAN

I, Chen Xu, 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.

DOVER ROAD (CAT 3)

84

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

PROVISION OF FIRE ENGINE ACCESSWAY

84

00

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

FIRE DOOR FIRE RATING

00

38

45

Project Ref No: A5833-0007-2024-BP1

GUARDHOUSE

EL : 20.660

65

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

PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

1:200 GRADIENT 300MM⌀ UPVC CONDUIT COMMON DRAIN

GATE 1 INGRESS

20

EXIT SIGN (FACING LEFT)

EXIT

FIRE EXTINGUISHER WALL AND FLOOR FIRE RATING

FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM

SLOPED GREEN VERGE

35

EXIT

MANUAL CALL POINT

FIRE PROTECTION SYSTEM

M.V

S18 TL:21.260 IL:20.810 D:450MM

S17 TL:25.660 IL:24.917 D:743MM

ACCESSIBILITY RAMP GRADIENT 1:12 S4(A) TL:21.260 IL:20.871 D:389MM

0

WI

SITE BOUNDARY PUBLIC SUMP 02 TL:23.000 IL:22.482 D:450MM

FIRE ALARM

1. The occupant load of this storey on the floor area of 2051.739m².

2. The applicable rated of Table 1.4B of the Code of Practice for Fire Precautions in Buildings 2018 is: 136 people.

3. No of person provided with means of escape for this storey is: 610 people.

7000

6000 MM DRIVEWAY WIDTH

7000

Y

COMMON 1:200 GRADIENT 450MM⌀ CONCRETE DRAIN WITH STEEL GRATING

S16 TL:25.660 IL:24.980 D:680MM

SLOPED GREEN VERGE

1250

650

WA

6000MM WIDE SERVICE ROAD DRIVEWAY

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

SUMMIT POINT

1250

894

IVE

6000MM WIDE VEHICULAR RAMP 1:8.3 GRADIENT

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

1850

1250

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

0

S22 TL:25.660 IL:25.210 D:450MM

SITE BOUNDARY

NO OF RISER:26 1000MM HIGH STAINLESS PIPE R:169MM T:275MM RAILING TO ENGINEER DETAIL

2807

2100MM(W) X 2000MM(H) OPENING

S3(A) TL:21.260 IL:20.960 D:300MM

C.SCREED PL : 21.260 N.V

300

2100

1HR

300

300MM THK STRUCTURAL RC STEEL GRATING DRAIN WITH SHEAR WALL WITH PAINT FINISH (EOS) 2HR FIRE RATING

EXIT SIGN

OCCUPANY LOAD

2HR

1000 CLR

DIRECT SAFE DISCHARGE TO OPEN TO SKY

3000MM GREEN BUFFER

INGRSS

WIDTH WF

PL : 21.360 N.V

1:200 GRADIENT 300MM⌀ CONCRETE APRON

S2(A) TL:25.660 IL:25.313 D:347MM

8700 VEHICULAR RAMP

00 45

0 C.SCREED

FD

4900

GREEN VERGE

SUMMIT POINT S1(A) TL:25.660 IL:25.360 D:300MM

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

CLR 900

150

0

1200MM(D) X 7780MM(W) ACCESS AISLE

00

EXIT STAIR B

DC DC

BUILDING EAVE OUTLINE

S15 TL:25.660 IL:25.006 D:654MM

INGRESS

45.0

AY

- 326

O-W

TW

TD

FALL

FALL

FALL

FALL

FALL

TD TW 355 O-W 60.

2M AY M

FALL

FALL

COVE FALL RAGE

OF DR/HR

1200

15

S5(A) TL:21.260 IL:20.849 D:411MM

PROPOSED PAVEMENT

60000 FALL

FALL

MM

0

1500 CLR

EXIT

2HR FIRE RATING (ESCAPE SHAFT)

300

EXIT

ACCESSIBILITY RAMP GRADIENT 1:12

DR

1500

240

1880

275

LINE

ELEC

UP

Y WID

WA

IVE

0 MM

WIDTH

680

300

FL

EAD

1500 CLR

EL/PL

2300

600

2HR

1500 CLR

E OUT EAV

FD

1HR

540

2300

0

600

WF

W

N.V

4000 MM FEA ROAD

UP

1500

1200

4600

S

TEL LAN NW

1470 FD

1HR

6120 MM DRIVEWAY WIDTH

2400

SUMMIT POINT

1HR

W/F

4000MM WIDE FIRE ACCESS ROAD

1250MM(W) X 1500MM(D) RAMP LANDING

G

PL : 21.360 M.V

FD

DC

FFL

C.SCREED

1420

2300

LOT

LDIN

EXIT

600 1HR

150

3670

4485

KING

SYBMOLS

EL : 20.660

1850MM WIDE PEDESTRIAN WALKWAY

300

1200

FD

1HR

2000

1400 CLR 540

2300

C.SCREED PL : 21.360 M.V

PAR

FD

1HR

TH

C. SCREED EPOXY COAT MPL : 21.260

600

MV

EAD ROOM

150

600

600

FD

1500 CLR

4010

1000

DR/HR

FD

1HR

150

FALL

FALL

ANG

LED

35379

600

BI

150MM THK RC COMPARTMENT WALL WITH PAINT 6800MM WIDE FINISH (2HR ) DRIVEWAY

KERB RAMP GRADIENT 1:12

300

2HR

1/2HR

900 CLR

925

FW

FAL

BUI

WF

FD

300

FD

1HR

150MM ⌀ RWDP/RWO

AWAY 8216.4MM TO DR BI FROM

600

1200

100

L

L

32 45°

FLOOR AREA(FA): 2051.739m² FORUMLA (FA/15): 136A MIN NO OF FIRE EXTINGUSHER: 11 (13A) FIRE EXTINGUSHER PROVIDED: 11 (13A)

PROPOSED FIRE HYDRANT

6180MM WIDE DRIVEWAY C. SCREED EPOXY COAT MPL : 21.260

100

900

N.V

1000

500

1HR

150MM THK RC WALL

FAL

1000

PL : 21.360

150

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

900 CLR

FALL

FALL

FW

31

6180 MM DRIVEWAY WIDTH

1200

C. SCREED

BUILDING AND CONSTRUCTION AUTHORITY

PROVISION OF FIRE EXTINGUSHER CALCULATION

DC

CAPRARK WALKWAY

900MM(W) X 1400MM(D) PWD HOLDING POINT

L

W.S 04

L

FW

0

240

ON

FH

3240

300MM THK STRUCTURAL RC SHEAR WALL

1200

4870

L

APR TE CRETING CONGRA L

FALL

FALL

FAL

M⌀

3600

NO OF RISER:9 R:500MM T:830MM

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

DC

KERB RAMP GRADIENT 1:12

TPH

Building Plans Complying with Acceptable Solutions in Approved Document

1. ALL COLUMNS: UNIVERSAL STEEL I-COLUMN, ENCASE IN 500 X 500MM CONCRETE WITH LAMINATE FINISH UNLESS OTHERWISE STATED 2. ALL BEAMS: UNIVERSAL AND CASTELATED STEEL BEAMS SPRAYED WITH 2HR FIRE RATING VERMICULITE OTHERWISE STATED 3. ALL FLOOR SLABS: 200MM THK COMPOSITE FLOOR SLAB UNLESS OTHER WISE STATED 4. ALL WALLS ARE 150MM THICK WITH PAINT FINISH EXCEPT FOR LOAD-BEARING WALLS WHICH ARE 300MM THICK 5. ALL STAIRCASE CORE AND LIFT CORE ARE 300MM THICK LOADBEARING SHEAR WALL 6. ALL RAILING 1000MM HIGH UNLESS OTHERWISE STATED 7. ALL APRON DRAIN ARE 300MM(W) X 300MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 8. ALL APRON DRAIN SUMP ARE 450MM(L) X 450MM(W) X 450MM(D) WITH PRECAST CONCRETE SLAB COVER UNLESS OTHERWISE STATED 9. ALL INTERNAL COMMON DRAIN ARE 450MM(W) X 450MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 10. ALL INTERNAL COMMON DRAIN SUMP ARE 650MM(L) X 650MM(W) X 650MM(D) WITH PRECAST CONCRETE SLAB COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 11. ALL RWO, RWDP, FO ARE 150 ⌀ MM 12. ALL FT, FW ARE 150MM(L) X 150MM(W) 13. ALL DS, DP ARE 150 ⌀ MM 14. ALL VS, VP ARE 100 ⌀ MM 15. ALL SCREED TO FALL ARE GRADIENT OF 1:50 UNLESS OTHERWISE STATED 16. ALL SCUPPER DRAIN AT TYPICAL STOREY PLAN ARE 150MM WIDE WITH A GRADIENT OF 1:200 UNLESS OTHERWISE STATED 17. ALL CURTAIN WALL ARE IN ANODIZED ALUMINIUM FINISHED FRAME MULLION UNLESS OTHER WISE STATED 20. ALL CURTAIN WALL ARE ANODIZED ALUMINIUM FINISHED FRAME DOUBLE LEAF 1 WAY SWING DOOR UNLESS OTHER WISE STATED 21. ALL INSPECTION CHAMBER ARE COVERED WITH 900MM(L) X 700MM(W) CAST IRON HEAVY DUTY FRAME 22. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS OTHERWISE STATED

POLYTECHNICS CRESENT ROAD (NCAT)

M

FRO) AY AD AW (RO MM FEA 85.4 TO 148 BI

2330

FALL

500

FALL

T 300M STEE WITH

DIEN IN GRADRA

0 237

CONCRETE SEATING AREA

8700MM WIDE VEHICULAR RAMP GRADIENT 1:15

24

L

FAL

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

W.S 05

A

VEHICULAR TURNING OUTLINE

6000

1:200

RAMP KERB NT 1:12 GRADIE

36000

LINE

.4MM - 19914 -WAY TWO

FALL

S

EXIT

E OUT EAV

TD

0

3244 W.S 03 L

FAL

480

CLR

181

ACCESSIBLE PARKING LOT 02

FALL

FAL

MM 31010.6 TD AY TWO-W

1200

UP

FW

M.V

W.S 06

30

G

1450

1500MM HIGH PLANTER

830

FALL

PL : 21.300

FW

EXIT

M.V W.S 07

LDIN

0

FALL

01

00

105

6000MM DRIVEWAY

0

360

4000MM WIDE FIRE ACCESS ROAD

BUI

AGE

FALL

VER

CO

LOT

EXIT

00

60

0 899

HR

G

32558.4 MM TWO-W AY

GREEN VERGE

6500 S6(A) TL:21.260 IL:20.733 D:527MM

4800

C. SCREED EPOXY COAT

FALL

KIN

0

549

150 RW MM DP /RW⌀

LIFT FIRE MM

GE

90

21

- 126 ONE 28.6 -WA MM Y

ERA

H

TD

T COV

DT

WI N.V

267

W.S 02

IBLE ESS01 ACCLOT G

PAR

480

LED ANG KIN PAR

LED ANG

T STA

RAN

Y PL : 21.360

FW

0 480

30°

30°

275

HYD

WA

IVE

DR/

W.S 01

23 FALL

C.SC IR PL : REED A 21.36 N.V 0

300 1500

CLR 1500

4500

70 RA 00 GR MP MM AD W ID IE E NT 1:1 5

1500

CLR

1500 300

AW 566 AY 0.1 MM DR BI TO

H WI DT Y WA IVE DR MM 0 666

OU VE EA ILD BU

AGE COVER

MM

DR

OF

FALL

CLR

40

AY AL 20 AW RN DE M TE CA 0M EX FA 204OM ING FR ILD BU

00 500

MM

L

MM

FALL

4800 MM DRIVEWAY WIDTH

5671

TD -

00

0

C. SCREED

FW

H

PL : 21.300

0

6585

45

N.V

6090 MM DRIVEWAY WIDTH

120

DROP-OFF POINT

C. SCREED EPOXY COAT PL : 21.300

FAL

FALL

M.V

S14 TL:25.660 IL:25.110 D:550MM

3000

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

STA 1:20 GR GG 0 GR ATI ERE ADI NG D CO ENT FOR MM 450 TOP ON MM ⌀ LEVDR CO AIN NC EL CH WIT RET ANGH STEE ES EL

100

8400

4000MM WIDE FIRE ACCESS ROAD

4000 MM FEA ROAD WIDTH

PA

8400

8400 8400

8400

ERA GE COV DR OF MM 380 00

GE COV

ERA

TL INE

TH

ID

W

H

05

FAL

00

WIDT

6000 MM DRIVEWAY WIDTH

29

28

480

0

00

C. SCREED EPOXY COAT MPL : 21.260

CONCRETE STAIRS

NO OF RISER:26 R:172MM T:275MM

4410MM DRIVEWAY

W.S 13

FW

FALL

27

26

25

00

19

19

KER GRA B DIERAM NT P 1:12

L

360

FALL

FALL

FALL

FALL

4800 MM DRIVEWAY WIDTH

1250

P

DT

WI

6030 MM DRIVEWAY WIDTH

6090MM WIDE DRIVEWAY/DROP-OFF

FAL

GE RA VE

FALL

C.SCREED PL : 21.360

10000MM ROAD BUFFER

VEHICULAR RAMP TO GATE 3 ROAD 1:8.3 GRADIENT

M

SS

Y

WA

HR

RA

ON

APR TE G/ CRETIN IN

R

RE EG

ULA

HIC

IVE

OF

VE

DR

3600 0 MM

50

1:20

CONGRADRA ⌀ MM EL F 300 H STE -OF CUT NT WIT K DIE IN PAR GRADRA 0 CAR

100

1200

DIE COM GRA

CON

72

MM

60

FALL

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

FALL

FALL

CO

FW

FW

FALL

M TD - 17730.9MY ONE-WA

FALL

T LIF

FAD

TO

C UPV IN ⌀ MM DRA 300 N NT MO

E

EXIT

T

DUI

P

FA

FIR

FALL

0

E

FEA

05

60

0 30

7029

MM

FALL 00

600

FALL

FALL

740

150MM ⌀ RWDP/RWO

S8(A) TL:21.260 IL:20.639 D:621MM

S7(A) TL:21.260 IL:20.677 D:583MM

100

240

4800MM DRIVEWAY

FW

FW

FW

100

CARKPARK WALKWAY

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

150

FALL

1HR

1200

2214

3000

150

1HR

600

5982

FALL

FD

1HR

600

FALL

FALL

FALL

0

EXI

0

30

1HR

870

7944

1500MM(W) X 2000MM(H) OPENING

M.V

L

FD

1HR

600

300MM THK STRUCTURAL RC SHEAR WALL

300

FALL

480

ING

1500

SAF TO CT N OPE

AY AW BI

15 66

TH WID

M 3M

AD

23.

DIRE TO GE SKY

108

RO

.7MM 9291 HAR DISC

FEA

600

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

0

00

15

FD

1:20

DRIVE

C. SCREED EPOXY COAT

1:12

FAL

FD

1HR

800

L

P

B RAM NT KER DIE GRA

2

HR/DR

W.S 09

W.S 10

600

FD

W

EXIT

L

FAL

IENT DRAIN 450MM WITH ⌀ CONC STEE RETE L GRAT

0

IT

00

SR

FD

1HR

AC: AIR-CONDITION BI: BREECHING INLET C.SCREED: CEMENT SCREED DR: DRY RISERS DS: DISHCARGE STACK UT: URINAL TRAP FT: FLOOR TRAP FW: FLOOR WASTE GT: CAST IRON GULLY TRAP W/ALUMN ALLOY STRAINER BUCKET HR: HOSEREEL IC: INSPECTION CHAMBER MV: MECHANICAL VENTILATED NV: NATURALLY VENTILATED TD: TRAVEL DISTANCE ELEC: ELECTRICITY RISER NW: NEWATER RISER W: WATER RISER TEL: TELECOMMUNICATIONS RISER LAN: LOCAL AREA NETWORK RISER SR: SPARE RISER

NOTES

S21 TL:20.660 IL:19.937 D:723MM

30

EX

15

W

FD

1HR

600

WF

00

2HR

NW

FD

1HR

600

STA

C. SCRE IR ED C PL : 21.36 0 N.V

LAN

FD

1HR

800

100

00

10

1500

H

70 14

DT

65 CLR

C. SCREED PL : 21.360

UP

MM

FW

500 FW

FAL

900MM(W) X 1400MM(D) PWD HOLDING POINT

560

2300

0 125

300

1270

LAN NW

4410

WAY

W.S 14

00

WI

ELEC

FD

1540

0

FALL

FALL

FW

W.S 08

CLR

PL/EL

2300

9600

4000 5104

2HR

FD

FD

1HR

TEL

MM

W.S 15

0

0

FW

DR

W.S 11

0

120

900

300

2300

EDGE OF ESCAPE PATH

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

ELEC

FALL

550

1200

560 300 560

6810

1200

1400 CLR

3610

2HR

540

1/2HR

1000

FD

M.V 3980

900 CLR

11.2

AY

84

AD

TEL 1HR

800

10

RO

R

81

A

FE

0

EXIT

RWDP: RAIN WATER DOWN PIPE RWO: RAIN WATER OUTLET VS: VENTILATION STACK WS: WASTE SUMP HR: HOSEREEL FH: FIRE HYDRANT FAP: FIRE ACCESS PANEL FAD: BASEMENT FRESH AIR SHAFT EAD: BASEMENT EXHAUST SHAFT PL:PASSENGER LIFT EL: EVACUATION LIFT FL: FIRE LIFT SSL: SMOKE STOP LOBBY FFL: FIRE FIGHTING LOBBY PL: PROPOSED LEVEL EL: EXISTING LEVEL MPL: MINIMUM PLATFORM LEVEL FD:FIRE DOOR W/F:WALL AND FLOOR FEA:FIRE ENGINE ACCESSWAY HSBR: CONCRETE HERRINGBONE BRICK RED F.TOILET: FEMALE TOILET A.TOILET: ACCESSIBLE TOILET M.TOILET: MALE TOILET

4080MM WIDE FIRE ACCESS ROAD

6500

280 150

FD

1HR

N.V

M.V

22

240

TH

Y WID

WA

IVE

5 MM

679 100

PL : 21.360

580

FALL

1000

WF

FALL

L

FAL

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

MV

FW

- 427

TW

O-W

21

FW

FAL

600

WF

600

1500

DC

CLR

20

19

L

M.V

FL/EL

PL : 21.260

4800MM DRIVEWAY

FALL

670 150

PL : 21.360

FFL

C.SCREED

2300

CARGO LIFT PIT

FALL

FALL

FALL

FD

C.SCREED

3230

300

500MM THK STEEL IBEAM COLUMNS WITH CONCRETE ENCASEMENT 2HR FIRE RATING

FW 18

17

16

FW

W.S 12

1HR

UP

1250

FALL

FALL

1250

FD

CLR

1250

FALL

FALL

2400

FALL

2400

1000 1HR

WF 2HR

300

1HR

6510 1:200 COMM GRAD ON

0

80

0

E ID W SS MM CE 00 E AC AD RO FIR

MM

DR/H

CHECKUP AREA

 275

W.S 19

FW

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

3000

2800

3000

LINE E OUT

M.V

EJECTOR PUMP EP ROOM

4390

EAV

PL : 21.360

1250

3600 MM DRIVEWAY WIDTH

FALL

W.S 17

TD

FW

FALL

PL : 21.300 M.V

1000

DING

BUIL

4877

C.SCREED

S23 TL:23.000 IL:22.550 D:450MM

16

30

26

85

40

00 40

1500

1200

600 NO OF RISER:26 R:169MM T:275MM

UP

CLR

4080 MM FEA ROAD WIDTH

300MM THK STRUCTURAL RC SHEAR WALL

DC

FW

15

14

13

M.V

6795M DRIVEWAY

W.S 20

FW

5400

EXIT

W.S 21

C. SCREED EPOXY COAT PL : 21.300

C. SCREED EPOXY COAT

IC

FD

2HR

SPRINKLER TANK AND PUMP ROOM

300

FALL

FALL

500

LAST

150

WF

3990

WF

FALL

FALL

L

FAL

DS

W.S 22

FW

12

690

5400

C. SCREED EPOXY COAT PL : 21.300

W.S 16

7

NO OF RISER:26 R:169MM T:275MM

1250

2HR

MV

00

10

2HR

FW

FW

FW

3600MM DRIVEWAY

M.V

DC

FW

FW

FW

0 572

M.V

300

WF

W.S 23

FW

11

PARALLEL PARKING LOTS

10

FW

FW

W.S 24

2HR

300MM THK STRUCTURAL RC SHEAR WALL

N.V

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

DC

1500

FD

1HR

WF

42

08

07

06

05

04

5400

DC

W.S 18

260

S13 TL:25.660 IL:25.168 D:492MM

300

FALL

3000

PL : 21.360

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

3600 MM DRIVEWAY WIDTH

6300

6151

0 400

NT

POI

2HR

FW

150MM THK RC WALL WITH PAINT

0 CLR 100

MIT

WF

2400

2400

3000

D

SUM

CLR

FIRST STOREY IC

FALL

1000

N.V

C.SCREED

CLR 1000

0

100

GG

GT

HOSEREEL TANK AND PUMP ROOM 0

G

H

1000

PL

FD

2HR

115

30477

F

FALL

150

AIR ST ED IT 60 EXC.SCRE : 21.3

275

8400

600 S12 TL:25.660 IL:25.210 D:450MM

BI

DC

PARALLELPARKING LOTS

03

FW

09

SC

3890

-WA

5400 W.S 25

EXIT

500

W.S 28

100

0

Y

ONE

FW

W.S 26

L

FW

M.V

100

UP

623

- 2495

FAL

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

C.SCREED PL : 21.360

0

N.V

TD

02

FW

M.V

W.S 31 5000 MM DRIVEWAY WIDTH

300

1HR

MV

6005MM DRIVEWAY PL : 21.300

01

W.S 27

5000M DRIVEWAY

C. SCREED EPOXY COAT PL : 21.300

FALL

3000

2HR

3000

HR

0 100 FD

WF

SERVICE AREA

NO OF RISER:26 R:169MM T:275MM

DC

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

FD

2HR

2HR

1000

2027

C.SCREED PL : 21.360 M.V EXIT

1HR

WF

1/2HR

DRSSL

PL : 21.360 M.V

1000

1000

E

FD

1HR

FD

C.SCREED PL : 21.360 M.V

WF

3000

1HR

SC 21. : C. PL M.V IT EX

1:40 GRADIENT CARPARK ENTRANCE VEHICULAR RAMP

C. SCREED EPOXY COAT

M

8.9M

MDF ROOM

2990

3000

M.V

INFILL

ADI

GR

1:20

C. SCREED PL : 20.760

NO OF RISER:12 R:175MM T:300MM

800

PL : 21.300

W.S 29

3000

5010

4020

FAD ROOM C.SCREED PL : 21.360

FD

L ED SS RE 360

C. SCREED EPOXY COAT

BUILDING EAVE OUTLINE

W.S 30

C.SCREED

M.V

1556

20

6660MM WIDE CARPARK ENTRANCE

DRA

CO ETE NG NCR ATI CO GR ⌀ EL MMSTE 450 H ENT WIT

BUILDING EAVE OUTLINE

BUILDING EAVE OUTLINE

WATER RENTENTION ROOM

FALL

2590

C.SCREED PL : 21.360

00

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

34

S2 TL:25.660 IL:24.975 D:685MM

150MM THK RC WALL

3000

AHU ROOM

300

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

300

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

610

UP

S3 TL:25.660 IL:24.891 D:769MM

E FIR DE AD WI RO .3 M 1:8 0M SS T 400 ACCE IEN AD GR

ADMIN BLOCK ENTRANCE

300 UP

NO OF RISER:2 R:500MM T:830MM

150MM ⌀ RWDP/RWO NO OF RISER:32 R:91MM T:300MM

IN

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

3880

D-1

N.V

CONCRETE SEATING AREA

36000 MM OF DR/HR COVERAGE S4 TL:24.693 IL:24.243 D:450MM

0 MM

SUMMIT POINT

S1 TL:25.660 IL:25.210 D:450MM

CONCRETE STAIRS

C. SCREED PL : 22.760

UP

CONCRETE STAIRS

ON

300MM THK STRUCTURAL RC SHEAR WALL WITH PAINT FINISH (EOS) 2HR FIRE RATING

150MM THK RC WALL WITH PAINT FINISH

UP

OUTDOOR COMMUNAL AREA

103

S5 TL:24.693 IL:24.221 D:472MM

MM

SITE BOUNDARY

C

OUTLI

CONCRETE SEATING AREA

4571

300MM THK RC WALL WITH PAINT FINISH (EOS) 2HR FIRE RATING

6

EAVE

1000MM HIGH GLASS PANEL RAILING

NO OF RISER:3 R:322MM T:1030MM

0

0

S11 TL:20.660 IL:19.877 D:783MM

NE

S6 TL:23.727 IL:23.277 D:450MM

400

5

0

ING

S7 TL:23.727 IL:23.260 D:467MM

EXISTING HUMP

4

1:200 GRADIENT 450MM⌀ UPVC CONDUIT COMMON DRAIN

BUILD

S8 TL:22.760 IL:22.310 D:450MM

3

650

2

00

EL : 20.660

S9 TL:22.760 IL:22.288 D:472MM

Checked:

MAJOR PROJECT ABBREVIATIONS

B

84

POLYTECHNICS CRESENT ROAD (NCAT)

S10 TL:20.760 IL:20.310 D:450MM

Drawn:

02 08 ________sheet of ________

A

1

Rev.:

Scale:

PUBLIC SUMP 01 TL:20.660 IL:19.821 D:839MM

300MM THK STRUCTURAL RC SHEAR WALL

Description

E@M OBE MK0 RLY 3-05 219V

ADMIN BLOCK@SP MK03-05219V

S22(Su mmit) S22 to 21079 S23 S23 to 3511 Public Sump 02

D

Date

CAF

EL : 20.660

DRAINAGE INTERPRETATION I,Chen Xu 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.

17

18

N

15

BCA_BASEMENT BUILDING PLAN 0m 2.0m

SCALE 1: 200

30

16

10m

20m

14

01

13

12

11

10

9

8

7

LEGEND ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

FIRE ENGINE ACCESSWAY

SEWERAGE INTERPRETATION

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

002

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.:

Scale:

Date:

Drawn:

1:200

01/12/2024 CX

Checked: TPH

Academics Project

03 08 ________sheet of ________

A

84 00

4000

4000MM WIDE FIRE ACCESS ROAD

TE (N EN CH C T R NIC A :2 O S 5.0 T) A 00 D EL

8400

ADI NG D CO ENT FOR MM 450 TOP ON MM ⌀ LEVDR CO AIN NC EL CH WIT RET ANGH STEE ES EL

05

300 1500 300

CLR 1500

FA M

ONE-WA

Y

TD -14269.5M

1500

150 RW MM DP /RW⌀

O

EXIT FALL

FALL

FALL

FALL

FALL

99 17

00 15

UT

9000

4333

11164

6000

2388

S19 TL:21.260 IL:20.732 D:528MM

S18 TL:21.260 IL:20.810 D:450MM

11164MM PRPOSED BUILDING SETBACK

10834MM PRPOSED BUILDING SETBACK

SLOPED GREEN VERGE

FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM

S20 TL:20.660 IL:20.210 D:450MM

3000

SLOPED GREEN VERGE

FIRE PROTECTION SYSTEM

1:200 GRADIENT 300MM⌀ UPVC CONDUIT COMMON DRAIN

10705MM PRPOSED BUILDING SETBACK

6214

1503

1600MM(W) X 2000MM(H) 2 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

R AT OU ED TL FL IN OO E

EL EV 00 10 10 00

2000

TD

TD

16003 

CLR 1500

STA C. SCRE IR ED C PL : 25.66 0 N.V

P

25

Y DR

TD

263

0

3280

0 127

0 128 3280

120 0 - 4307 TWO 6.7M -WA M Y - 585 TW 51.

O-W 4M AY M

36000

TABLE

NO OF RISER:5 R:120MM T:300MM 8873.0MM AWAY BI TO DR

IC 07 TL:25.660 IL:23.507 D:2153MM

275

LINE SIGHTOF

EXIT

C. KI SC TC PL :25 REED HE A.C .63 N 5

AGE COVER LIFT FIRE MM 60000 RAGE COVE OF DR/HR MM

EXIT

190 0

6000

S4(A) TL:21.260 IL:20.871 D:389MM

300MM THK STRUCTURAL RC SHEAR WALL

7000

10834

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

2100MM(W) X 2000MM(H) OPENING

S3(A) TL:21.260 IL:20.960 D:300MM

6000MM WIDE VEHICULAR RAMP 1:8.3 GRADIENT

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

S17 TL:25.660 IL:24.917 D:743MM

1. The occupant load of this storey on the floor area of 2799.640m².

2. The applicable rated of Table 1.4B of the Code of Practice for Fire Precautions in Buildings 2018 is: 513 people.

3. No of person provided with means of escape for this storey is: 590 people.

150⌀ ⌀ DIA. VP FOR 1ST IC

DISTANCE IC 01 TO IC 02 : 5388MM 150MM⌀ UPVC OF 1:30 GRADIENT

IC 02 TL:25.660 IL:24.730 D:930MM

10705

7000

7943MM PRPOSED BUILDING SETBACK

COMMON 1:200 GRADIENT 450MM⌀ CONCRETE DRAIN WITH STEEL GRATING

S16 TL:25.660 IL:24.980 D:680MM

3000

- 248 ONE 79.2 -WA MM Y

8400

ERA COV HR OF 0 MM 3600

11589 .4MM FEA AWAY TO BI

1000

1000

2100

LINE

E OUT

EAV

T STA

G

C.SC IR PL : REED A 25.66 N.V 0

LDIN

EXI

16

BUI

IC 03 TL:25.660 IL:24.663 D:997MM

35

20

84

63

00

00

00

LARGEST AFA: 2799.64m² BUILDING PERIMETER (BP): 293416.3mm LENGTH OF FIRE ENGINE ACCESSWAY (BP/6): 48902.7mm PROPOSED FIRE ENGINE ACCESSWAY: 49500.0mm

00

DOVER ROAD (CAT 3)

00

84

00

84

45

84

84

95

38

05

00

00

84

84

I/ We, Chen Xu, hereby declare that -

(b) I 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).

Rev.

Date

Description

Landowner/ Developer:

SINGAPORE POLYTECHNICS MR SOH 500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

84

84

PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

PROVISION OF FIRE ENGINE ACCESSWAY

EL : 20.660

EL : 20.760

65

00

Owner's Consent

PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

GATE 1 INGRESS EXISTING WALK WAY

EXISTING WALK WAY EL : 23.100

(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.

Author: Architect

OCCUPANY LOAD

7943

1500

2100

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

CHEN XU GROUP PTE LTD CHEN XU

S5(A) TL:21.260 IL:20.849 D:411MM

300

DISTANCE IC 02 TO IC 03 : 2000MM 150MM⌀ UPVC OF 1:30 GRADIENT

IC 04 TL:25.660 IL:24.575 D:1085MM

162

R:31

DISTANCE IC 03 TO IC 04 : 2644MM 150MM⌀ UPVC OF 1:30 GRADIENT

IC 05 TL:25.660 IL:24.446 D:1214MM

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

1510

00

PL : 25.660 N.V

FLOOR AREA(FA): 2799.640m² FORUMLA (FA/15): 187A MIN NO OF FIRE EXTINGUSHER: 15 (13A) FIRE EXTINGUSHER PROVIDED: 15 (13A)

C. SCREED PL : 25.660 A.C

300

DISTANCE IC 04 TO IC 05 : 3888MM 150MM⌀ UPVC OF 1:30 GRADIENT

IC 06 TL:25.660 IL:23.392 D:1268MM

HIGH VOLTAGE SOLUTION

1500

1500 CLR

2300

15

C.SCREED

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

PROVISION OF FIRE EXTINGUSHER CALCULATION

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

RISE OF NO 9MM R:16 5MM T:27

1500 CLR

EXIT STAIR B

8588

DISTANCE IC 05 TO IC 06 : 1638MM 150MM⌀ UPVC OF 1:30 GRADIENT

1:200 GRADIENT 300MM⌀ CONCRETE APRON DRAIN WITH STEEL GRATING

DC

300

0

750

GREEN VERGE 1000MM HIGH GLASS PANEL RAILING

FD

1HR

ELEC

2001

150

1500 CLR

2300

2240

1200

1760

1780

1880

2HR

1500

S2(A) TL:25.660 IL:25.313 D:347MM

FD

1HR

W

275

1500 CLR

WF

EAD

IC 01 (FIRST IC) TL:25.660 IL:24.910 D:750MM

1600

600

FD

600

2000

EXIT

FD

1HR

540

1200

FL

1HR

TEL LAN NW

1000

1000

M.V

2300

600

FD

1HR

DC

2HR

PL : 25.660

2300

EL/PL

299

WF

FFL

C.SCREED

1420

14801

T

600 600 FD

FD

1/2HR

1200

600 FW

FT

6898

FW

0

EXI

300

1400

1400 CLR

F.TOILET

HOMO. TILES PL : 25.635 N.V FT

1800

193

4840

ING

ON

1680

900 CLR

MV

DR/HR

1500

1200

1000 CLR

2110

CLR

APR TE CRETING CONGRA L

6

150

600

1250

M⌀

T 300M STEE WITH

506

500

600

300

10349MM PRPOSED BUILDING SETBACK

EXIT

8400 8400

GE ERA COV DR OF MM

GE

380

00

6000 6025 1200

FAD

R

DIEN IN GRADRA

CULA

1:200

100

TING VEHI RAMP

LINE

27.

0

E OUT

AY

.7MM

TWO-W

OR FLO ED AT TLINE EV M EL OU 6M

- 37021

742

EAV

1442

TD

AY

DISTA 150MM NCE IC 09 IENT ⌀ DRAIN 450MM UPVC TO OF IC 08 WITH ⌀ : 11681M CONC 1:30 GRAD STEE RETE IENT M L GRAT

00

G LDIN

6

- 388 O-W TW

1:200 COMM GRAD ON

60

BUI

503

TD

EXIT

1HR

VS DS

VS DS

540 820

150

2250

453

MH

0

40

BU

AY AL 20 AW RN DE M TE CA 0M EX FA 204OM ING FR ILD

90

AGE VER

CO

1000

500

FD

1HR

VS DS

VS DS

VS DS

UP

1000 CLR

850

4940

PUBLIC SUMP 02 TL:23.000 IL:22.482 D:450MM EXISTING MANHOLE TL:23.100 IL:21.485 D:1615MM

10

40

45

HR

149 C. SCREED PL : 25.635 M.V

M.TOILET

HOMO. TILES PL : 25.635 N.V 4403 FT

UT

6789

8

2HR

FD

2HR

150MM ⌀ RWDP/RWO

300

1400

300

15000

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

59

75

10

DR/

500

WF

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

12310 4900

600 300

1200

BUILDING EAVE OUTLINE

28170

S22 TL:25.660 IL:25.210 D:450MM

00

0

90

IT EX

18

OF

1360

WOOD DECK PL : 25.660 N.V

A.TOILET FT

820

2230

2330

1599

3000

TERRACE

DISTANCE IC 06 TO IC 07 : 26562MM 150MM⌀ UPVC OF 1:30 GRADIENT

2388MM AWAY FROM EXTERNAL BUILDING FACADE

FIRE ENGINE ACCESSWAY (6000X15000MM)

10

75

83

53

MM

EXIS

50

00 0

17

00 360

2730

GREEN VERGE

19

12 60

L FAL

GE

1000

3740

2156

4062

4000MM WIDE FIRE ACCESS ROAD

00

0

05

RA

00

VE

15

CO

1640

1599

3000

BI

FAP

SUMMIT POINT S1(A) TL:25.660 IL:25.360 D:300MM

00

900MM(W) X 1400MM(D) PWD HOLDING POINT

7800 5550

TWO-WAY

VS DS

TURF

GRASS PL : 25.600 N.V

PROPOSED FIRE HYDRANT

90

10349

4000

DIS 200 TAN 1:30 MM CE GR ⌀ IC ADI STE 08 ENT EL TO DU MH CTI LE : 174 PIP 48M E OF M

17

10

14

T

9512

M 1M 21. AY - 401 O-W TW

150

DC

1000

C. SCREED PL : 25.660 M.V

1800 TD - 29694.2MM

5060

1000

5540

1000

3500

950

WF

RAINWATER HARVESTING ROOM

1750

1570

EL : 20.660

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

HYDR

300MM (D) RAMP OF 1:12 GRADIENT FOR CHANGE OF LEVEL

1HR

2148MM AWAY FROM EXTERNAL BUILDING FACADE S15 TL:25.660 IL:25.006 D:654MM

23723MM PRPOSED BUILDING SETBACK

POLYTECHNICS CRESENT ROAD (NCAT)

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

8637

500

TD

3040

TO

300

FEA

9000

GREEN VERGE

C. SCREED PL : 25.660 M.V

3001

FH

4654

UP

500

COVE

ANT

MM

50000

150MM ⌀ RWDP/RWO

3000

DC

300

0

00

21

34

LIF

4387

WALKWAY

2HR

STANDBY GENERATOR ROOM FD

1HR

150

SERVICE ROAD

C. SCREED EPOXY COAT PL : 25.660 N.V

SUMMIT POINT

SITE BOUNDARY

CONCRETE STAIRS

12

C. SCREED MPL : 25.660 N.V

500MM THK STEEL I-BEAM COLUMNS WITH CONCRETE ENCASEMENT 2HR FIRE RATING

150

WF

1882

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

VEHICULAR RAMP GRADIENT 1:8.3

3000MM GREEN BUFFER S23 TL:23.000 IL:22.550 D:450MM

3040

150MM ⌀ RWDP/RWO

7500

AY AW

CONCRETE STAIRS

300MM THK RC WALL WITH PAINT FINISH (EOS) 2HR FIRE RATING

3000

MM

UP

300

DISTANCE IC 07 TO IC 08 : 23863MM 150MM⌀ UPVC OF 1:30 GRADIENT

S14 TL:25.660 IL:25.110 D:550MM

8.5

10000MM ROAD BUFFER

C. SCREED EPOXY COAT PL : 25.660 N.V

A

NO OF RISER:9 R:500MM T:830MM

RAGE

C. SCREED PL : 25.660 M.V

2HR

28170MM LONG CUL-DE-SAC TURNING FACILITY

2461

2028

1499

3000

C. SCREED 150MM ⌀ RWDP/RWO PL : 26.210 N.V

4000

2HR

1599

3125

4000

FD

2HR

UNLOADING/LOADING BAY 820

FD

1HR

1200

5968

GT

EXIT

990

HR/DR

FD

1HR

600

2382

600

W

FD

1HR

600

5000

1514

FD

1HR

600

01 S6(A) TL:21.260 IL:20.733 D:527MM

UP

DC

FORYER C. SCREED PL : 25.660 N.V

COMSUMER SWITCH ROOM 1001

1599

1599

BI

0

LAN NW

FD

1HR

800

C. SCREED PL : 25.660 M.V

FD

1600MM(W) X 2000MM(H) 2 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

8960

2300

125

TEL

ELEVATED BAY

BIN CENTER

C. SCREED PL : 25.660 M.V

900MM(W) X 1400MM(D) PWD HOLDING POINT

2150

PL/EL

FL/EL

FD

1HR

1270

5104 WF

5000

1400 CLR

550

2300

2300

CLR 2300

9600

1250

CARGO LIFT

4020

ELECTRICAL SUBSTATION

150

1550

CLR

1250

NO OF RISER:26 R:172MM T:275MM

DC

6

128

150MM ⌀ RWDP/RWO

150

1063

3610

1200

560 300 560

1200

540

FCC

C. SCREED PL : 25.660 M.V

2HR

1550MM(W) X5000MM(D) WORKING SPACE

1000

1500

EXIT

SIGHT

23723

279

5000

WF

MV

600

1000

LINE OF

3980

100MM THK GLASS CURTAIN COMPARTMENT WALL (1HR )

E

100

4385

1250 300

EXIT

NE Y ) EN WA MM E SS 9000 FIR CE X1 AC 00 (60

FIR

87

0 CLR

FD

1/2HR

FFL

900 CLR

2HR

1. ALL COLUMNS: UNIVERSAL STEEL I-COLUMN, ENCASE IN 500 X 500MM CONCRETE WITH LAMINATE FINISH UNLESS OTHERWISE STATED 2. ALL BEAMS: UNIVERSAL AND CASTELATED STEEL BEAMS SPRAYED WITH 2HR FIRE RATING VERMICULITE OTHERWISE STATED 3. ALL FLOOR SLABS: 200MM THK COMPOSITE FLOOR SLAB UNLESS OTHER WISE STATED 4. ALL WALLS ARE 150MM THICK WITH PAINT FINISH EXCEPT FOR LOAD-BEARING WALLS WHICH ARE 300MM THICK 5. ALL STAIRCASE CORE AND LIFT CORE ARE 300MM THICK LOADBEARING SHEAR WALL 6. ALL RAILING 1000MM HIGH UNLESS OTHERWISE STATED 7. ALL APRON DRAIN ARE 300MM(W) X 300MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 8. ALL APRON DRAIN SUMP ARE 450MM(L) X 450MM(W) X 450MM(D) WITH PRECAST CONCRETE SLAB COVER UNLESS OTHERWISE STATED 9. ALL INTERNAL COMMON DRAIN ARE 450MM(W) X 450MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 10. ALL INTERNAL COMMON DRAIN SUMP ARE 650MM(L) X 650MM(W) X 650MM(D) WITH PRECAST CONCRETE SLAB COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 11. ALL RWO, RWDP, FO ARE 150 ⌀ MM 12. ALL FT, FW ARE 150MM(L) X 150MM(W) 13. ALL DS, DP ARE 150 ⌀ MM 14. ALL VS, VP ARE 100 ⌀ MM 15. ALL SCREED TO FALL ARE GRADIENT OF 1:50 UNLESS OTHERWISE STATED 16. ALL SCUPPER DRAIN AT TYPICAL STOREY PLAN ARE 150MM WIDE WITH A GRADIENT OF 1:200 UNLESS OTHERWISE STATED 17. ALL CURTAIN WALL ARE IN ANODIZED ALUMINIUM FINISHED FRAME MULLION UNLESS OTHER WISE STATED 20. ALL CURTAIN WALL ARE ANODIZED ALUMINIUM FINISHED FRAME DOUBLE LEAF 1 WAY SWING DOOR UNLESS OTHER WISE STATED 21. ALL INSPECTION CHAMBER ARE COVERED WITH 900MM(L) X 700MM(W) CAST IRON HEAVY DUTY FRAME 22. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS OTHERWISE STATED

GI

Building Plans Complying with Acceptable Solutions in Approved Document

(a) I am 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

0

00

19

1HR

CONCRETE STAIRS

AC: AIR-CONDITION BI: BREECHING INLET C.SCREED: CEMENT SCREED DR: DRY RISERS DS: DISHCARGE STACK UT: URINAL TRAP FT: FLOOR TRAP FW: FLOOR WASTE GT: CAST IRON GULLY TRAP W/ALUMN ALLOY STRAINER BUCKET HR: HOSEREEL IC: INSPECTION CHAMBER MV: MECHANICAL VENTILATED NV: NATURALLY VENTILATED TD: TRAVEL DISTANCE ELEC: ELECTRICITY RISER NW: NEWATER RISER W: WATER RISER TEL: TELECOMMUNICATIONS RISER LAN: LOCAL AREA NETWORK RISER SR: SPARE RISER

NOTES

WF

1500MM HIGH PLANTER

9699

150MM THK RC WALL

150MM ⌀ RWDP/RWO

600

3230

C. SCREED PL : 25.660 M.V

DC

580 WF

600

75

10

IT EX

10

69

75

54

100

300

FD

1HR

UP

37

69

FD

1/2HR

1000MM HIGH GLASS PANEL RAILING

500MM THK STEEL I-BEAM COLUMNS WITH CONCRETE ENCASEMENT 2HR FIRE RATING

EXIT

C. SCREED PL : 25.660 N.V

EP

1000

1250

DC

2HR

9

MM

65

D 300

WF 2HR

APR TE G/ CRETIN IN CONGRADRA 6 ⌀ 29 MM EL F 16 300 H STE -OF CUT NT WIT K DIE IN PAR GRADRA CAR

14

18

500

1795

2800

1250

WF

CON

S7(A) TL:21.260 IL:20.677 D:583MM

LAMINATED BROWN FIRE RATED TIMBER STAIRS

2

ELEC

1824 1280

IC 08 (LAST IC) TL:25.660 IL:22.712 D:2948MM

30

N.V

NT

8

POI

626

4877

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

327

0

200

DC

150MM ⌀ RWDP/RWO

WALKWAY

300MM THK STRUCTURAL RC SHEAR WALL

9006.3MM DIRECT SAFE DISCHARG OPEN E TO SKY TO FD

NO OF RISER:31 R:169MM T:275MM

EL: 23.000

5

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

1880

1/2HR

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

GATE 2 ROAD

8416

PL

0

MIT

210

SUM

30477

300

S13 TL:25.660 IL:25.168 D:492MM DIRECT SAFE DISCHARGE TO OPEN TO SKY (BASEMENT STAIR)

1824MM PRPOSED BUILDING SETBACK

UP

18899

6039

300

115

300

5680

3460

2100MM(W) X 2000MM(H) OPENING

6

393

EXIT

2HR

NO OF RISER:5 R:132MM T:300MM

CONCRETE STAIRS

4000MM WIDE FIRE ACCESS ROAD

C. SCREED PL : 25.660 A.C

2HR

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

WF

999

UP

IC 09 TL:25.660 IL:24.910 D:750MM

5680MM PRPOSED BUILDING SETBACK

171

NO OF RISER:31 R:169MM T: 275MM

100

CLR

CLR

0

H

8074

AIR ST ED IT 60 EXC.SCRE : 25.6

0

EXIT

100

2HR

115 0

100

150MM ⌀ RWDP/RWO

G

WOOD DECK PL : 25.660 N.V

150MM ⌀ RWDP/RWO

LOW VOLTAGE SOLUTION LABORATORY

FD

300 THK RC SHEAR WALL

0

8

154

2100MM(W) X 2000MM(H) OPENING

C. SCREED PL : 25.660 A.C

75

100THK CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

00 600

13941

HR

600

275

WF

0

31

0

1000

2017

EXIT

FD

1/2HR

DIRECT SAFE DISCHARGE TO OPEN TO SKY (BASEMENT STAIR)

TERRACE

TURF

949

BI

8400

623

S12 TL:25.660 IL:25.210 D:450MM

C. SCREED PL : 25.660 A.C

C UPV IN ⌀ MM DRA 300 N NT MO DIE COM

GRA

S8(A) TL:21.260 IL:20.639 D:621MM

0

GRASS MPL : 25.600 N.V

NETWORKING AREA/ EVENT SPACES

UP

150MM ⌀ RWDP/RWO T

DUI

10

527

5425

5200

5010 NO OF RISER:31 R:169MM T:275MM

3847 FT

5

0

100

10

15

FD

1HR

870

0

750

12

100THK CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

FORYER

C. SCREED PL : 25.660 N.V 150MM ⌀ RWDP/RWO

10199 3655.1MM AWAY BI TO DR

EXIT

ED

0

258

FD

1/2HR

1HR

DS

327

1280

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

ON

4

4

1200

- 249 E-W ON

27

43

LAMINATED BROWN FIRE RATED TIMBER SITTING AREA

1500MM(W) X 2000MM(H) OPENING

4

13

1:20

LL

FW

NO OF RISER:3 R:500MM T: 826MM

4978

UP

9199 C.SCREED PL : 25.660 M.V FD

2HR

MV

150MM ⌀ RWDP/RWO

4000

NO OF RISER:31 R:169MM T: 300MM LAMINATED BROWN FIRE RATED TIMBER STAIRS DC

22685

1775

DRSSL

WF

F

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

826

UP

NO OF RISER:31 R:169MM T: 300MM

6801MM PRPOSED

6801 BUILDING SETBACK

CAFE

FA

S2 TL:25.660 IL:24.975 D:685MM

371

1200

190

19793 CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

DC

150MM ⌀ RWDP/RWO 14MM PRPOSED BUILDING SETBACK 14

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

EL : 25.000

LAMINATED BROWN FIRE RATED TIMBER STAIRS

100

C. SCREED PL : 25.660 N.V

1840

69

74

42

150MM ⌀ RWDP/RWO

7

1800

2265MM AWAY FROM EXTERNAL BUILDING FACADE

CORRIDOR

FAP EXIT

SR

FD

1HR

600

EEE MARKER 2

AY

85

DC

614

1HR

600

00

DC

DC

1557

E EXISTING SIT PARKING LOTS

SED PRPO ACK MM SETB 3847 DING BUIL

150MM ⌀ RWDP/RWO

CONCRETE STAIRS

NO OF RISER:5 R:132MM T: 300MM

3710

3867MM PRPOSED BUILDING SETBACK

TD

OUTDOOR COMMUNAL AREA

BUILDING EAVE OUTLINE

2143

500

SLOPED GREEN VERGE

1000MM HIGH GLASS PANEL RAILING

W

FD

1HR

600 10

C. SCREED PL : 25.660

BUILDING EAVE OUTLINE

3867

600

320MM PRPOSED BUILDING SETBACK

1459

500

2091

M DIRECTTO RGE 9170.3M DISCHA SKY TO SAFE OPEN

2590

S1 TL:25.660 IL:25.210 D:450MM

ADI

GR

0

NW

FD

1HR

800

00

15

LAN

FD

800

CLR

1:20

1:20

320

2525 1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

1200

D-1

FAP

8400 SUMMIT POINT

SLOPED GREEN VERGE

1HR

C. SCREED PL : 25.660 A.C

N.V

2265

3779

3779MM AWAY FROM EXTERNAL BUILDING FACADE

D

EXISTING FIRE HYDRANT

ELEC

FD

1200

M

0M

98.

CO ETE NG NCR ATI CO GR ⌀ EL MMSTE 450 H ENT WIT

4000

6

FH

TEL

13

N.V

IN DRA

MM

UP

R

FD

1HR

600

4075

0

6

.3 AR 1:8 UL ING HIC IST VE EX IENT MP AD RA

0

1540

1500

21

5

C. SCREED PL : 24.693

ON

2525MM PRPOSED SETBACK BUILDING

DR/H

DC

39

OUTDOOR COMMUNAL AREA

280 150

19

GR

FIRE ENGINE ACCESSW (6000X155 AY 00MM)

MV

S21 TL:20.660 IL:19.937 D:723MM

30

EX

2HR

UP

CLR

0

150

2HR

SC 25. : PL M.V

1/2HR

WF CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

1

559

6500 1500

WF

L ED SS RE 660

FD C.

1500

1HR



EL

4000MM WIDE FIRE ACCESS ROAD

FD

20

300

N.V

00 10 IT

7759

UP 00

C. SCREED PL : 23.277

RWDP: RAIN WATER DOWN PIPE RWO: RAIN WATER OUTLET VS: VENTILATION STACK WS: WASTE SUMP HR: HOSEREEL FH: FIRE HYDRANT FAP: FIRE ACCESS PANEL FAD: BASEMENT FRESH AIR SHAFT EAD: BASEMENT EXHAUST SHAFT PL:PASSENGER LIFT EL: EVACUATION LIFT FL: FIRE LIFT SSL: SMOKE STOP LOBBY FFL: FIRE FIGHTING LOBBY PL: PROPOSED LEVEL EL: EXISTING LEVEL MPL: MINIMUM PLATFORM LEVEL FD:FIRE DOOR W/F:WALL AND FLOOR FEA:FIRE ENGINE ACCESSWAY HSBR: CONCRETE HERRINGBONE BRICK RED F.TOILET: FEMALE TOILET A.TOILET: ACCESSIBLE TOILET M.TOILET: MALE TOILET

4000MM WIDE FIRE ACCESS ROAD

14

NO OF RISER:32 R:91MM T:300MM

OUTDOOR COMMUNAL AREA

1000MM HIGH GLASS PANEL RAILING

ABBREVIATIONS

10

150MM ⌀ RWDP/RWO

0

103

CONCRETE STAIRS

ING IST NT EX ME VE 00 PA : 25.1

15500

EL: 25.000

1000MM STAINLE HIGH RAILING SS PIPE ENGINE TO ER DETAIL NO OF RISER:3 R:169MM 1 T:280MM

81

7

480

150MM ⌀ RWDP/RWO

Project Ref No: A5833-0007-2024-BP1

9484MM PRPOSED BUILDING SETBACK

1:200 GRADIENT 450MM⌀ CONCRETE COMMON DRAIN WITH STEEL GRATING

STA 1:20 GR GG 0 GR ATI ERE

0

8400

30

96

00

CONCRETE SEATING AREA

36000 MM OF DR/HR COVERAGE S4 TL:24.693 IL:24.243 D:450MM

216MM PRPOSED BUILDING SETBACK S3 TL:25.660 IL:24.891 D:769MM

POLYTECHNICS CRESENT ROAD (NCAT)

00

00

65

70

E ID W SS MM CE 00 AC AD 40 E RO FIR

NO OF RISER:3 R:322MM T:1030MM

S6 TL:23.727 IL:23.277 D:450MM

S5 TL:24.693 IL:24.221 D:472MM

CO

AN

4

OUTLI

300MM THK STRUCTURAL RC SHEAR WALL

EXTG HUMP

GE

RA

VE

T

EAVE

9484

150MM ⌀ RWDP/RWO

HY

EL

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

C

NE

DR

MM

500

G STIN EXI EMENT PAV : 25.100

S11 TL:20.660 IL:19.877 D:783MM

00

65 BUILD

ING

S7 TL:23.727 IL:23.260 D:467MM

40

3

1:200 GRADIENT 450MM⌀ UPVC CONDUIT COMMON DRAIN

608

S9 TL:22.760 IL:22.288 D:472MM

S8 TL:22.760 IL:22.310 D:450MM

00

S10 TL:20.760 IL:20.310 D:450MM

809MM PRPOSED BUILDING SETBACK

84

P C OL R Y ES

0

1

2

BUILDING AND CONSTRUCTION AUTHORITY

80

EL : 20.660

16

POLYTECHNICS CRESENT ROAD (NCAT)

MAJOR PROJECT

B

EL

760

EX PA IS VE TIN ME G : 20.

NT

1:200 GRADIENT 450MM⌀ UPVC CONDUIT COMMON DRAIN

PUBLIC SUMP 01 TL:20.660 IL:19.821 D:839MM

CAFE@MOBERLY

Drawing Title: FIRST STOREY BUILDING PLAN

ROAD LINE

EL : 20.660

I, Chen Xu, 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. DRAINAGE INTERPRETATION

17

18

16

15

14

13

12

11

10

9

I,Chen Xu 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.

7

8

SYBMOLS

BCA_FIRST STOREY BUILDING PLAN

N

0m 2.0m

10m

PROVISION OF TOILET FLOOR AREA(FA):2799.640m2

LEGEND

20m

SCALE 1: 200

(PROVISION SHOPPING MALL CATERGORY)

ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

DC

FIRE ENGINE ACCESSWAY

EXIT

EXIT SIGN

FIRE ALARM

EXIT

EXIT SIGN (FACING LEFT)

MANUAL CALL POINT

EXIT

EXIT SIGN (FACING RIGHT)

FIRE EXTINGUISHER

FH

FIRE HYDRANT

1HR

WALL AND FLOOR FIRE RATING

1HR

FIRE DOOR FIRE RATING

MH

MANHOLE

PL

PROPOSED LEVEL

SCREED TO FALL

EL

EXISTING LEVEL

⌀

DIAMETER SYMBOLS

W/F

PROVISION: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB PROVIDED: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB 1 HCP TOILET

SUMMIT POINT

FD

2HR FIRE RATING (ESCAPE SHAFT)

SEWERAGE INTERPRETATION

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

003

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.:

Scale:

Date:

Drawn:

1:200

01/12/2024 CX

Checked: TPH

04 08 ________sheet of ________

A

MAJOR PROJECT ABBREVIATIONS 84 00

B 16 0

80

1

C

8400

00

84

2

BUILD

ING

EAVE

OUTLI

NE

POW

10200

ER ELEC AND TRON DRIV ES ICS

C. SCRE

ED 30.910 A.C

8400

0

50

PL :

8392

0

75MM THK MOVEABLE GYPSUM PARTITION WALL

50

100

1HR

W

FD

600

FD

1HR

600

1HR

600

00

10

15

FD

M 6M 04.

AY

- 213

O-W

NOTES 1. ALL COLUMNS: UNIVERSAL STEEL I-COLUMN, ENCASE IN 500 X 500MM CONCRETE WITH LAMINATE FINISH UNLESS OTHERWISE STATED 2. ALL BEAMS: UNIVERSAL AND CASTELATED STEEL BEAMS SPRAYED WITH 2HR FIRE RATING VERMICULITE OTHERWISE STATED 3. ALL FLOOR SLABS: 200MM THK COMPOSITE FLOOR SLAB UNLESS OTHER WISE STATED 4. ALL WALLS ARE 150MM THICK WITH PAINT FINISH EXCEPT FOR LOAD-BEARING WALLS WHICH ARE 300MM THICK 5. ALL STAIRCASE CORE AND LIFT CORE ARE 300MM THICK LOADBEARING SHEAR WALL 6. ALL RAILING 1000MM HIGH UNLESS OTHERWISE STATED 7. ALL APRON DRAIN ARE 300MM(W) X 300MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 8. ALL APRON DRAIN SUMP ARE 450MM(L) X 450MM(W) X 450MM(D) WITH PRECAST CONCRETE SLAB COVER UNLESS OTHERWISE STATED 9. ALL INTERNAL COMMON DRAIN ARE 450MM(W) X 450MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 10. ALL INTERNAL COMMON DRAIN SUMP ARE 650MM(L) X 650MM(W) X 650MM(D) WITH PRECAST CONCRETE SLAB COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 11. ALL RWO, RWDP, FO ARE 150 ⌀ MM 12. ALL FT, FW ARE 150MM(L) X 150MM(W) 13. ALL DS, DP ARE 150 ⌀ MM 14. ALL VS, VP ARE 100 ⌀ MM 15. ALL SCREED TO FALL ARE GRADIENT OF 1:50 UNLESS OTHERWISE STATED 16. ALL SCUPPER DRAIN AT TYPICAL STOREY PLAN ARE 150MM WIDE WITH A GRADIENT OF 1:200 UNLESS OTHERWISE STATED 17. ALL CURTAIN WALL ARE IN ANODIZED ALUMINIUM FINISHED FRAME MULLION UNLESS OTHER WISE STATED 20. ALL CURTAIN WALL ARE ANODIZED ALUMINIUM FINISHED FRAME DOUBLE LEAF 1 WAY SWING DOOR UNLESS OTHER WISE STATED 21. ALL INSPECTION CHAMBER ARE COVERED WITH 900MM(L) X 700MM(W) CAST IRON HEAVY DUTY FRAME 22. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS OTHERWISE STATED

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

INFILL

TW

TD

FA

P

150MM ⌀ RWDP/RWO

870

COV

FALL

FALL

IT

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

3213

0

2985

OF

0

SHARED LEARNING SPACES

150MM ⌀ RWDP/RWO

78

18

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

UP

LOW HEARDROOM AREA (NOT ACCESSIBLE)

SUMMIT POINT

FALL

OF

HR

8400

COV

ERA GE

10

0 MM

23

23

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

50

6

3600

IT

C. SCREED PL : 30.910 A.C

EX

3800 0 MM

46 45

DR

78

60000 MM FIRE LIFT COVERAGE

NETWORK OPERATION 3

C. SCREED PL : 30.910 N.V

EX

LL

FA

150MM ⌀ RWDP/RWO

50

LL

FA

0

DC

6

SU

MM

IT

PO

INT

889

FALL

500

FALL

FALL

FALL

674

500

FALL

EXIT SIGN (FACING LEFT)

EXIT

EXIT SIGN (FACING RIGHT)

FH

1HR

MH

MANHOLE

PL

PROPOSED LEVEL

SCREED TO FALL

EL

EXISTING LEVEL

⌀

DIAMETER SYMBOLS

85

1000

EXIT

MANUAL CALL POINT

0

2HR FIRE RATING (ESCAPE SHAFT)

FD

FALL

PO INT IT MM SU

(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.

Owner's Consent I/ We, Chen Xu, hereby declare that (a) I am 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 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).

Rev.

Date

Description

Landowner/ Developer:

SINGAPORE POLYTECHNICS MR SOH

FIRE HYDRANT

OCCUPANY LOAD

1500

2100

1. The occupant load of this storey on the floor area of 2414.451m².

2. The applicable rated of Table 1.4B of the Code of Practice for Fire Precautions in Buildings 2018 is: 584 people.

3. No of person provided with means of escape for this storey is: 590 people.

500

500

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

FIRE DOOR FIRE RATING

UP

2HR

300

1500

1.9M M WAY

ONE-

150⌀ ⌀ DIA. VP FOR 1ST IC

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

105

LINE

E OUT

WF

FIRE ALARM

FIRE EXTINGUISHER

EAV

EXIT

G

UT

MM 36000

TD

1890

LDIN BUI

1500 CLR

R:28

PL : 30.910 N.V

EXIT SIGN

1500

C.SCREED

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

- 2380

3

1510

EXIT STAIR B

1500

275

1500 CLR

00

15

300

300

1500 CLR

FW

BUILDING EAVE OUTLINE

16

UP

RISE OF NO 9MM R:16 5MM T:27

FL

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

150 TD

1500

2300

162

1HR

540 0 150

2300

EL/PL

2300

FT

DC

ELEC

300

1200

FD

1HR

1500 CLR

M.V

FD

1HR

W

2000

PL : 30.910

FD

1HR

150

FALL

FALL RAGE R COVE OF

- 243 ON 00.

E-W 0M AY M

DR/H

NT POI MIT SUM

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

500

FD

1HR

0

FD

2300

7648

2250

2250

1200

1756

FALL

1000

1930

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

1

662

513

FD

TEL LAN NW

DC

2HR

1000

1420

WF

FFL

C.SCREED

EXIT

F.TOILET

HOMO. TILES PL : 30.885 N.V FT

FW

1200

2001

1400 CLR

FD

1/2HR

EXIT

WALL AND FLOOR FIRE RATING

DC

840

600

MV

SUMMIT POINT

1HR

W/F 75MM THK MOVEABLE GYPSUM PARTITION WALL

8

FALL 1610

600

300

DR/HR

EXIT

VS DS

900 CLR

VS DS

C. SCREED PL : 30.910 A.C

4940

600

18899

150MM ⌀ RWDP/RWO

6369

11060

600

600

FALL

EXIT

1HR

300

1890

1000

DIPLOMA SPECIFIC EXHIBIT SPACE

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

12310 1400 300 150MM ⌀ RWDP/RWO

4900 500

300

FALL

VS DS

540 820

150

1800

3000

1000 CLR

1778

M.TOILET

HOMO. TILES PL : 30.885 N.V FT 4403

SUMMIT POINT

600 300

1500

820

UT

FD

1HR

1200

1500

150

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

EXIT

300

C. SCREED PL : 30.885 FT M.V

1200

VS DS

VS DS

A.TOILET

7820 5570 150

FALL

1800 

1750

2110 1000

- 3292 TWO 3.2M -WA M Y

500

FALL

CLR

T

500

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

1386

1250

POIN

0

275

MIT SUM

14

FALL

2731

500

900MM(W) X 1400MM(D) PWD HOLDING POINT

300MM (D) RAMP OF 1:12 GRADIENT FOR CHANGE OF LEVEL

1640 TWO-WAY TD - 25215.0MM

1000 CLR

TD

LINE

14

500

DC

MM 19.9 AY - 268 O-W TW

500

TD

275

E OUT

EAV

E

T STA

G

AG VER

CO

1500

EXIT

FAP

LDIN BUI

/HR

C.SC IR PL : REED A 30.91 N.V 0

0

DR

EXI

T EXI

50

OF

CLR

89

MM

FALL

1250

M 37188.9M Y

TWO-WA

49

EXIT

TD -

53 84

00

0

66

5

LL

100

29

89

FA

1000

LL

FA

0

52

360

500

9651

2100

FALL

49

29

50

29

GE

1508

LL IT EX

51

RA

VE

CO

1000MM HIGH GLASS PANEL RAILING

1000 2519

300MM THK RC WALL WITH PAINT FINISH (EOS) 2HR FIRE RATING

LL

T

8545

UP

150MM ⌀ RWDP/RWO

10000MM ROAD BUFFER

C. SCREED PL : 30.910 A.C

75MM THK MOVEABLE GYPSUM PARTITION WALL

280

FD

1HR

1200

8957

15

LIF

HR/DR

FD

1HR

9100

W

600

11103

FALL

FD

1HR

600

0

135

EXIT

EXIT

FD

1HR

600

2028

4000

LAN NW

.4MM - 24010 WAY ONE-

600

FD

1HR

800

0

215

COLUMNS WITH CONCRETE ENCASEMENT 2HR FIRE RATING

150MM ⌀ RWDP/RWO

TWO-WAY

TWO-WAY

VS DS

NETWORK OPERATION 2

7347

TEL

TD

C. SCREED PL : 30.910 N.V

TD - 40939.0MM TD - 36631.8MM

SUMMIT POINT

10082

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

5600

2300

FD

1HR

1270

5104

SHARED LEARNING SPACES 500MM THK STEEL I-BEAM

EXIT

500

L

0

1400 CLR

C. SCREED PL : 30.910 A.C

SYBMOLS

6

279

100

FALL

FALL

3610 2300

PL/EL

0

FAL

100

500

3596

215

FALL

SUMMIT POINT

EXIT

DIPLOMA SPECIFIC EXHIBIT SPACE

900MM(W) X 1400MM(D) PWD HOLDING POINT

2300

FL/EL

FALL

9199

DC

10629

EDGE OF ESCAPE PATH

550

1370

DC

FALL

EXIT

3000

2HR

CARGO LIFT

1499

WF

L

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

1000

0 125

ELEC

H

EXIT

1250

2HR

1000

CLR

FD

1/2HR

FLOOR AREA(FA): 2414.451m² FORUMLA (FA/15): 161A MIN NO OF FIRE EXTINGUSHER: 13 (13A) FIRE EXTINGUSHER PROVIDED: 13 (13A)

500

3231

FAL

850

1900

1200

2300

9600

1250

WF

2HR

560 300 560

1

780

500

HSBR PL : 30.910 N.V

FAL

FAL

MV

600

1500

CLR

WF

FFL

C. SCREED PL : 30.910 M.V 3980

900 CLR 1200

TWO-WAY

L

9

0

274

L

Project Ref No: A5833-0007-2024-BP1

PROVISION OF FIRE EXTINGUSHER CALCULATION

9

VOID

500 FAL

150MM ⌀ RWDP/RWO

SHARED LEARNING SPACES (FOYER&WALKWAY)

L

601

3529

300

1250 300

NO OF RISER:28 R:169MM T:275MM

1

150MM ⌀ RWDP/RWO

300

DC

580

1

801

4272

1250

FD

1HR

540

FALL

0 150

300

1250

UP

FALL

2555 TD - 47066.7MM

547

150MM WIDE SCUPPER DRAIN

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

L

FAL

320 UP

DC

1340

0 CLR

0

A 6

6

323

L

FALL

100

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

L

237

150MM WIDE SCUPPER DRAIN

L

FAL

2959

0

4877

1250

150MM ⌀ RWDP/RWO

125

2100MM(W) X 2000MM(H) OPENING

VOID

2980

150MM WIDE SCUPPER DRAIN

01

DC

FAL

1

C. SCREED PL : 30.910 N.V

0

315

6

863

150MM ⌀ RWDP/RWO

150MM WIDE SCUPPER DRAIN

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

1000MM HIGH GLASS PANEL RAILING

882

SHARED LEARNING SPACES

1000MM HIGH GLASS PANEL RAILING

EXIT

5293

210

160

1000MM HIGH GLASS PANEL RAILING

FA

E

2334

80

EXIT

D

30477

2HR

2800

LAMINATED BROWN FIRE RATED TIMBER STAIRS

FAL

C. SCREED PL : 30.910 N.V

5

L

WF

150MM ⌀ RWDP/RWO

NO OF RISER:31 R:169MM T: 275MM

SUMMIT POINT

L

FAL

9

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

FIR

L

FAL

SHARED LEARNING SPACES

996 FAL

6135

MM

9

386

3

390

L

FAL

29

N.V

C. SCREED PL : 30.910 A.C

1000

00

L

7110

6348

PL

275

AIR ST ED IT 10 EXC.SCRE : 30.9

0

EEE MAKER 3

FAL

0 CLR

115 0 CLR

2023

150MM ⌀ RWDP/RWO

8201

UP

100 2100MM(W) X 2000MM(H) OPENING

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL DOOR

M 0M 73. AY - 215 E-W TD ON

600

0 100 300

1915

100

1599

1200

0 CLR 100

150

8400

1000

112 500 4

262

150MM ⌀ RWDP/RWO 500MM THK STEEL I-BEAM COLUMNS WITH CONCRETE ENCASEMENT 2HR FIRE RATING

VOID

1200

C. SCREED PL : 30.910 A.C

1820

11881

FA

6739

VOID

DIPLOMA SPECIFIC EXHIBIT SPACE

DC

EXIT 1890

HR 1230

1HR

MV

NO OF RISER:28 R:169MM T:275MM

C. SCREED PL : 30.910 A.C

1000

2062

1/2HR

EXIT FD

DC

FALL

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

5

1382

EXIT

TD - 23557.6MM ONE-WAY

5614 FD

C.SCREED PL : 30.910

WF M.V 2HR

G

LAMINATED BROWN FIRE RATED TIMBER STAIRS

528

5010

10946

CORRIDOR DRSSL

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

NO OF RISER:31 R:169MM T: 300MM

1559

1556 150MM ⌀ RWDP/RWO

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

- 508 TW 53.

O-W 7M AY M

UP

UP

2098

- 21468 ONE-W .9MM AY

TD VS

96

19

4976

500

1000

TD

5202

C. SCREED PL : 30.910 A.C

1200

FAP

NETWORK SECURITY

44

7096

75MM THK MOVEABLE GYPSUM PARTITION WALL

7745

2713

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

E

F

581 500

150MM ⌀ RWDP/RWO

2590

D D-1

0

50

28

6282

BUILDING EAVE OUTLINE BUILDING EAVE OUTLINE

BUILDING AND CONSTRUCTION AUTHORITY

Building Plans Complying with Acceptable Solutions in Approved Document

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

00

15

1HR

AC: AIR-CONDITION BI: BREECHING INLET C.SCREED: CEMENT SCREED DR: DRY RISERS DS: DISHCARGE STACK UT: URINAL TRAP FT: FLOOR TRAP FW: FLOOR WASTE GT: CAST IRON GULLY TRAP W/ALUMN ALLOY STRAINER BUCKET HR: HOSEREEL IC: INSPECTION CHAMBER MV: MECHANICAL VENTILATED NV: NATURALLY VENTILATED TD: TRAVEL DISTANCE ELEC: ELECTRICITY RISER NW: NEWATER RISER W: WATER RISER TEL: TELECOMMUNICATIONS RISER LAN: LOCAL AREA NETWORK RISER SR: SPARE RISER

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

54

ERA

UP

00 10

53

68

77. AY - 385 O-W TW

22

TD

75

00

SUMMIT POINT

79

EXIT

M

1M

300

00

SR

1500MM(W) X 2000MM(H) OPENING

1500

00

15

300

NW

FD

1500

EXIT 800

C. SCREED PL : 30.910 N.V

UP

LAN

FD

1HR

2HR

300

ELEC

FD

1HR

800

WF

CLR

600

DC

TEL

FD

1HR

1200

CORRIDOR TO UPPER FLOOR

1539

1500

300

R

CLR

SSL

C. SCRE ED PL : 30.910 M.V

EXIT

300

7 230

3215

DR/H

1500

NO OF RISER:28 R:169MM T:280MM 780

1500

4050

8374

E AS AI RC ST

16774

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

0

150 280

MV

9495

UP

CLR

EXIT

INT PO IT MM SU

OO R

TD TO

OU

8400

UP

CLR

0

150

2HR

100

8400

- 14231 ONE- .1MM WAY

1500

1500

22

13

WF

UP

100

59

GE

300

FD

1HR

1019

5

1199

TD

FD

1/2HR

DC

2106 8860

50

1515

19362

300

EXIT

150MM ⌀ RWDP/RWO

C. SCREED PL : 30.910 N.V

1000

DIPLOMA SPECIFIC EXHIBIT SPACE

EXIT

COVER

150MM ⌀ RWDP/RWO

1000

37 DR/HR

STA C. SCRE IR ED C PL : 30.91 0 N.V

75

MM OF

AGE

4

1930 1200

30 27

36000

300

3

150MM ⌀ RWDP/RWO

RWDP: RAIN WATER DOWN PIPE RWO: RAIN WATER OUTLET VS: VENTILATION STACK WS: WASTE SUMP HR: HOSEREEL FH: FIRE HYDRANT FAP: FIRE ACCESS PANEL FAD: BASEMENT FRESH AIR SHAFT EAD: BASEMENT EXHAUST SHAFT PL:PASSENGER LIFT EL: EVACUATION LIFT FL: FIRE LIFT SSL: SMOKE STOP LOBBY FFL: FIRE FIGHTING LOBBY PL: PROPOSED LEVEL EL: EXISTING LEVEL MPL: MINIMUM PLATFORM LEVEL FD:FIRE DOOR W/F:WALL AND FLOOR FEA:FIRE ENGINE ACCESSWAY HSBR: CONCRETE HERRINGBONE BRICK RED F.TOILET: FEMALE TOILET A.TOILET: ACCESSIBLE TOILET M.TOILET: MALE TOILET

LOW HEADROOM AREA (NOT ACCESSIBLE)

2100MM(W) X 2000MM(H) OPENING

7000

7000

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

FIRE PROTECTION SYSTEM FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM

3000MM GREEN BUFFER

PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

3000

3000

Author: Architect CHEN XU GROUP PTE LTD CHEN XU

SITE BOUNDARY

PROVISION OF FIRE ENGINE ACCESSWAY

84

65

35

20

00

63

84

00

00

84

84

00

00

84

84

LARGEST AFA: 2799.64m² BUILDING PERIMETER (BP): 293416.3mm LENGTH OF FIRE ENGINE ACCESSWAY (BP/6): 48902.7mm PROPOSED FIRE ENGINE ACCESSWAY: 49500.0mm

00

95

84

38

00

05

45

ROAD LINE

00

I, Chen Xu, 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.

84

00

84

Drawing Title: SECOND STOREY BUILDING PLAN

DRAINAGE INTERPRETATION

01

18

N

17

16

15

BCA_SECOND STOREY BUILDING PLAN

0m 2.0m

SCALE 1: 200

10m

20m

14

13

12

11

10

9

7

8 PROVISION OF TOILET

FLOOR AREA(FA):2799.640m2

LEGEND ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

FIRE ENGINE ACCESSWAY

(PROVISION SHOPPING MALL CATERGORY) PROVISION: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB PROVIDED: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB 1 HCP TOILET

I,Chen Xu 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. SEWERAGE INTERPRETATION

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

004

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.:

Scale:

Date:

Drawn:

1:200

01/12/2024 CX

Checked: TPH

31

Portfolio 2024 | BP Drawings

05 08 ________sheet of ________

A

MAJOR PROJECT ABBREVIATIONS

84

B

00 16

RWDP: RAIN WATER DOWN PIPE RWO: RAIN WATER OUTLET VS: VENTILATION STACK WS: WASTE SUMP HR: HOSEREEL FH: FIRE HYDRANT FAP: FIRE ACCESS PANEL FAD: BASEMENT FRESH AIR SHAFT EAD: BASEMENT EXHAUST SHAFT PL:PASSENGER LIFT EL: EVACUATION LIFT FL: FIRE LIFT SSL: SMOKE STOP LOBBY FFL: FIRE FIGHTING LOBBY PL: PROPOSED LEVEL EL: EXISTING LEVEL MPL: MINIMUM PLATFORM LEVEL FD:FIRE DOOR W/F:WALL AND FLOOR FEA:FIRE ENGINE ACCESSWAY HSBR: CONCRETE HERRINGBONE BRICK RED F.TOILET: FEMALE TOILET A.TOILET: ACCESSIBLE TOILET M.TOILET: MALE TOILET

80 0

1

84

8400

00

C

2

TD - 14505.3MM ONE-WAY

FALL

FALL

FALL

FALL

FD

1HR

FD

800

FA

FD

600

1HR

12

15

FD

600

1HR

FA

30

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

00

ERA COV

16

44

FA LL

L

LL FA

8400

20

2 2020MM(D)X990MM(W) SOLAR PANELS

75 2

LL

L

FAL

FA

GE

20

22

99

COV

17 2

- 2499 1.4M ONEM WAY

75

23

TD

3600

DC

LL

LL

150MM ⌀ RWDP/RWO

FA

FA

0 MM

OF

0

HR

Summit Point

C.SCREED PL : 55.660 N.V

FAL

ERA

0 MM

53

18

ROOF SERVICE AREA

LL

3800

1

FA

60000 MM FIRE LIFT COVERAGE

OF

DR

00

40

Summit Point

1500MM(W) X 2000MM(H) OPENING

LL

96

FA

14

150MM ⌀ RWDP/RWO

870

WATER TANK

6

15

SR

FA

150MM ⌀ RWDP/RWO

LL

2 300MM WIDE SCUPPER DRAIN

A)

TD - 5216 (FROTWO 5.7M M -WA M STA Y IRS

MM

Y

2.6.9

-WA

- 2995

TWO

TD RAGE DR/H R COVE

990

6M M

OF

70.

FALL

FALL

FALL

FALL

FALL

AY

5669

MM

E-W

- 241 TD

36000

ON

2020MM(D)X920MM(W) SOLAR PANELS

20191

1000MM HIGH GLASS PANEL RAILING

300MM WIDE SCUPPER DRAIN

EDGE OF ESCAPE PATH

FD

W

HR/DR

FD

ROOF OF FIRE LIFT LOBBY AND TOILET (NOT ACCESSIBLE)

300MM WIDE SCUPPER DRAIN

1HR

1HR

600

1200

FALL

FALL

1HR

600 FALL

1HR

600

6149

2445

3000

1499

1HR

800

Summit Point

FIRE HYDRANT FIRE DOOR FIRE RATING

MANHOLE

PL

PROPOSED LEVEL

SCREED TO FALL

EL

EXISTING LEVEL

⌀

DIAMETER SYMBOLS

FD

2HR FIRE RATING (ESCAPE SHAFT)

Owner's Consent I/ We, Chen Xu, hereby declare that (a) I am 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 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).

Rev.

Date

Description

Landowner/ Developer:

SINGAPORE POLYTECHNICS MR SOH 500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

OCCUPANY LOAD 1. The occupant load of this storey on the floor area of 1485.411m².

2. The applicable rated of Table 1.4B of the Code of Practice for Fire Precautions in Buildings 2018 is: 130 people.

3. No of person provided with means of escape for this storey is: 430 people.

150⌀ ⌀ DIA. VP FOR 1ST IC

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

7000

FIRE PROTECTION SYSTEM FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM

3000MM GREEN BUFFER

Author: Architect CHEN XU GROUP PTE LTD CHEN XU

ALUM PL : 55.660 N.V

150MM ⌀ RWDP/RWO

150MM ⌀ RWDP/RWO

300MM THK RC WALL WITH PAINT FINISH (EOS) 2HR FIRE RATING

EXIT SIGN (FACING RIGHT)

MH

Summit Point

150⌀ ⌀ DIA. VP

FD

1HR

1410 FALL

EXIT SIGN (FACING LEFT)

1HR

FALL

150⌀ ⌀ DIA. VP

FALL

4000

10000MM ROAD BUFFER

EXIT

MANUAL CALL POINT

FH

150MM ⌀ RWDP/RWO

FALL

900MM(W) X 1400MM(D) PWD HOLDING POINT

FALL

FD

Summit Point

150MM ⌀ RWDP/RWO

FALL

550

FALL

LAN NW

FIRE ALARM

EXIT

4681

5350

FD

EXIT SIGN

WALL AND FLOOR FIRE RATING

W/F

29335

8

FALL

662

Summit Point

807

FALL

1000

T STA

EXIT

EXIT

CLR

1250

275 C.SC IR PL : REED A 55.66 N.V 0

EXI

CLR

6

2300

2300

TEL

EXIT

FIRE EXTINGUISHER

DC

FALL

244

FALL 3674

PL/EL

FD

SUMMIT POINT

1HR

400MM HIGH ELEVATED PLANTER BOXES

4

0

1250

1400 CLR

2100

3610

1510

FALL

FALL

FALL

268

FALL

DC

CARGO LIFT

SYBMOLS

FALL

150MM ⌀ RWDP/RWO

1000

125

H

2HR

1200

2300

ELEC

WF

1000

CLR

560 300 560

2300

9600

2HR

5

207

Summit Point

MV FD

1/2HR

FL/EL

CLR 1250

WF

2HR

FFL

900 CLR 1200

540

1250

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

WF

(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.

FAL

601

3529

C. SCREED PL : 55.660 M.V 4280

DC

670

600

300

150MM ⌀ RWDP/RWO

WOOD DECK PL : 55.660 N.V

FLOOR AREA(FA): 1485.411m² FORUMLA (FA/15): 99A MIN NO OF FIRE EXTINGUSHER: 8 (13A) FIRE EXTINGUSHER PROVIDED: 8 (13A)

150MM ⌀ RWDP/RWO

L

6

536

300

300

1250

NO OF RISER:29 R:172MM T:275MM

1250

FD

1HR

UP

FALL

0

AY E-W ON

150

299

1250

FALL

74

0 CLR

4877

0

2100MM(W) X 2000MM(H) OPENING

1250

L

FAL

125

Summit Point

WOOD DECK PL : 55.660 N.V

2800

300

150MM ⌀ RWDP/RWO

FALL

125

100 FAL

Summit Point

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

0

OFF-GRID WORKSHOP FALL

L

FALL

FALL

FALL

1992

EXIT

2 350

100 0

0

L

RAINWATER HARVESTING WORKSHOP

1

559

672

M

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

PROVISION OF FIRE EXTINGUSHER CALCULATION

Summit Point

FAL

150MM ⌀ RWO

150MM ⌀ RWO

L

FAL

7M

2

210

2HR

L

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

5

84.

WF

150MM ⌀ RWDP/RWO

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

271

Summit Point

ALUM PL : 55.660 N.V

Summit Point

FALL

43

D

- 180

FAL

400MM HIGH ELEVATED PLANTER BOXES

G

TD

ALUMINIUM STANDING SEAM ROOF (NOT ACCESSIBLE)

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

LL

N.V

30477

F

100 2100MM(W) X 2000MM(H) OPENING

FALL

1000MM HIGH GLASS PANEL RAILING

8

293

4

159

A

L

L

Summit Point

L

FAL

Project Ref No: A5833-0007-2024-BP1

FA

L

FAL

L

FAL

1000

01

150MM ⌀ RWDP/RWO

FAL

FAL

996

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

45

437

0 CLR

115 0 CLR

150MM ⌀ RWO

2020

8802

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

27163

DC

CLR

900

L

FAL

74

FAL

5

PL

275

AIR ST ED IT 60 EXC.SCRE : 55.6

Summit Point

2658

0 CLR

0 CLR

HR

L

FAL

UP

FALL

800MM HIGH ELEVATED PLANTER BOXES

300MM WIDE SCUPPER DRAIN

140

100

8400

1000

150MM ⌀ RWDP/RWO

Summit Point

150MM ⌀ RWO

400MM HIGH ELEVATED PLANTER BOXES 900MM(W) X 1400MM(D) PWD HOLDING POINT

L

LL

150MM ⌀ RWDP/RWO Summit Point

1000

MV

300

NO OF RISER:29 R:172MM T:275MM

300MM WIDE SCUPPER DRAIN

FALL

0

L

FAL

1HR

FA

NO OF RISER:7 R:416MM T: 943MM

167

L

1/2HR

0 100 FD

1000MM HIGH GLASS PANEL RAILING

LL

6

FD

C.SCREED PL : 55.660

WF M.V EXIT 2HR DC

Summit Point

ALUM PL : 55.660 N.V

L

FAL

FA

322

150MM ⌀ RWDP/RWO

DRSSL

0

44

ALUMINIUM STANDING SEAM ROOF (NOT ACCESSIBLE)

Summit Point

LAMINATED BROWN FIRE RATED TIMBER SEATING AREA

FAL

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

0

LL

943

34

13

LAMINATED BROWN FIRE RATED TIMBER STAIRS NO OF RISER:18 R:156MM T: 300MM

8

LL

0

FA

FALL

100

1556

130

6050

300

114

301

DC

ON

FALL

WOOD DECK PL : 55.660 N.V

FA

9

FALL

AY E-W

- 141

188

2879

9

0

300

E

TD

296

7600

OFF-GRID WORKSHOP

2

LL

2020

176 MM

6.4

84.

990

191

FA

2651

2031

8

FALL

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

22

1300MM HIGH GLASS PANEL RAILING

244

2020MM(D)X920MM(W) SOLAR PANELS

18 17

Summit Point

D

05

LAMINATED BROWN FIRE RATED TIMBER STAIRS

LL

NO OF RISER:24 R:127MM T: 300MM 150MM ⌀ RWDP/RWO

FA

1300MM HIGH GLASS PANEL RAILING

300MM WIDE SCUPPER DRAIN

BUILDING AND CONSTRUCTION AUTHORITY

Building Plans Complying with Acceptable Solutions in Approved Document

1. ALL COLUMNS: UNIVERSAL STEEL I-COLUMN, ENCASE IN 500 X 500MM CONCRETE WITH LAMINATE FINISH UNLESS OTHERWISE STATED 2. ALL BEAMS: UNIVERSAL AND CASTELATED STEEL BEAMS SPRAYED WITH 2HR FIRE RATING VERMICULITE OTHERWISE STATED 3. ALL FLOOR SLABS: 200MM THK COMPOSITE FLOOR SLAB UNLESS OTHER WISE STATED 4. ALL WALLS ARE 150MM THICK WITH PAINT FINISH EXCEPT FOR LOAD-BEARING WALLS WHICH ARE 300MM THICK 5. ALL STAIRCASE CORE AND LIFT CORE ARE 300MM THICK LOADBEARING SHEAR WALL 6. ALL RAILING 1000MM HIGH UNLESS OTHERWISE STATED 7. ALL APRON DRAIN ARE 300MM(W) X 300MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 8. ALL APRON DRAIN SUMP ARE 450MM(L) X 450MM(W) X 450MM(D) WITH PRECAST CONCRETE SLAB COVER UNLESS OTHERWISE STATED 9. ALL INTERNAL COMMON DRAIN ARE 450MM(W) X 450MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 10. ALL INTERNAL COMMON DRAIN SUMP ARE 650MM(L) X 650MM(W) X 650MM(D) WITH PRECAST CONCRETE SLAB COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 11. ALL RWO, RWDP, FO ARE 150 ⌀ MM 12. ALL FT, FW ARE 150MM(L) X 150MM(W) 13. ALL DS, DP ARE 150 ⌀ MM 14. ALL VS, VP ARE 100 ⌀ MM 15. ALL SCREED TO FALL ARE GRADIENT OF 1:50 UNLESS OTHERWISE STATED 16. ALL SCUPPER DRAIN AT TYPICAL STOREY PLAN ARE 150MM WIDE WITH A GRADIENT OF 1:200 UNLESS OTHERWISE STATED 17. ALL CURTAIN WALL ARE IN ANODIZED ALUMINIUM FINISHED FRAME MULLION UNLESS OTHER WISE STATED 20. ALL CURTAIN WALL ARE ANODIZED ALUMINIUM FINISHED FRAME DOUBLE LEAF 1 WAY SWING DOOR UNLESS OTHER WISE STATED 21. ALL INSPECTION CHAMBER ARE COVERED WITH 900MM(L) X 700MM(W) CAST IRON HEAVY DUTY FRAME 22. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS OTHERWISE STATED

1000MM HIGH STAINLESS PIPE RAILING TO ENGINEER DETAIL

1500

00

W FD

1HR

P

8400

LL

GE

NW

1HR

600

FALL

FALL

LAN FD

1HR

800

300

1HR

1200

CLR

1500

ELEC

2HR

300

TEL

Summit Point

WF

600

LL

R

150

1539

1500

FA

DR/H

NOTES

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

0

FD

FALL

UP

280

MV

780

5

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

CLR

CLR

0

150

CCLR

EXIT

WF

DC 2HR

1500

1500

STA

SSL C. SCRE ED PL : 55.660 M.V

C. SCRE IR ED C PL : 55.66 0 N.V

Summ it Point

300

FD

1HR

EXIT

4050

/RW⌀ O

00

4000MM(D)X3000MM(W) WATER TANK

1000MM HIGH GLASS PANEL RAILING

9547

FD

FALL

1500

22

NO OF RISER:29 R:172MM T:280MM

150 RW MM DP

EXIT

1000

00 ONE-WAY

300

DC

1/2HR

TD - 22030.2MM

1500

300

FALL

22 150MM ⌀ RWDP/RWO

0

55

10

1000

LL

COVER

AGE

8400

1199

it Point

FA

DR/HR

8324

/RW⌀ O

150 RW MM DP

8400

Summ

7835 MM OF

10550MM(D)X2200MM(W) HVAC CHILLER SYSTEM

2

80

28

36000

4

47

C.SCREED PL : 55.660 N.V

35

5

17

ROOF SERVICE AREA 69

3

AC: AIR-CONDITION BI: BREECHING INLET C.SCREED: CEMENT SCREED DR: DRY RISERS DS: DISHCARGE STACK UT: URINAL TRAP FT: FLOOR TRAP FW: FLOOR WASTE GT: CAST IRON GULLY TRAP W/ALUMN ALLOY STRAINER BUCKET HR: HOSEREEL IC: INSPECTION CHAMBER MV: MECHANICAL VENTILATED NV: NATURALLY VENTILATED TD: TRAVEL DISTANCE ELEC: ELECTRICITY RISER NW: NEWATER RISER W: WATER RISER TEL: TELECOMMUNICATIONS RISER LAN: LOCAL AREA NETWORK RISER SR: SPARE RISER

PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

3000

PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

SITE BOUNDARY

PROVISION OF FIRE ENGINE ACCESSWAY LARGEST AFA: 2799.64m² BUILDING PERIMETER (BP): 293416.3mm LENGTH OF FIRE ENGINE ACCESSWAY (BP/6): 48902.7mm PROPOSED FIRE ENGINE ACCESSWAY: 49500.0mm

65

00

35

20

84

00

63

84

ROAD LINE

95

38

00

I, Chen Xu, 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.

84

00

84

DRAINAGE INTERPRETATION

01

18

17 16

15

14

13

12

11

BCA_ ROOF BUILDING PLAN

N

0m 2.0m

10m

10

9

I,Chen Xu 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.

7

8 PROVISION OF TOILET

FLOOR AREA(FA):2799.640m2

LEGEND

20m

SCALE 1: 200

Drawing Title: ROOF STOREY BUILDING PLAN

00

45

84

84

84

84

00

00

00

00

84

05

(PROVISION SHOPPING MALL CATERGORY)

ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

005

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.

PROVISION: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB PROVIDED: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB 1 HCP TOILET

FIRE ENGINE ACCESSWAY

SEWERAGE INTERPRETATION

Rev.:

Scale:

Date:

Drawn:

1:200

01/12/2024 CX

Checked: TPH

06 08 ________sheet of ________ MAJOR PROJECT BUILDING AND CONSTRUCTION AUTHORITY

ALUM

4950

800 400

800

CASTELLATED I-BEAM OF 300MMX700MM (2HR FIRE RATING) 1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

100

M.V

41MM PROPOSED BUILDING SETBACK

400MM HIGH RAISED PLANTER

2400

FIRE RATED 50MM(D) X 100MM(H)TIMBER FINS FALSE CEILING

CORRIDOR

4440

N.V C.SCREED PL : 40.660

PRINTING ROOM

SSL C. SCREED PL : 40.660

C.SCREED PL : 40.660

A.C

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

4750

WOOD DECK PL : 40.660

I/ We, Chen Xu, hereby declare that -

750

(a) I am 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

100 1000

OUTDOOR CLASSROOM 04

C.SCREED PL : 35.660

SSL

WOOD DECK PL : 35.660

C. SCREED PL : 35.660

A.C

A.C

N.V

(b) I 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).

4750

CO-CREATION SPACE

C.SCREED PL : 35.660

3900

CO-CREATION SPACE

3900

N.V

4440

N.V

1500

M.V

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

1300

C.SCREED PL : 35.660

3980

ELECTRICAL INSTALLATION DESIGN

C.SCREED PL : 35.660

C.SCREED PL : 30.660

N.V

A.C

2000

700

1250 1000

N.V

M.V

M.V

SSL

C. SCREED PL : 25.660

C. SCREED PL : 25.660

N.V

M.V

SERVICE AREA

M.V

M.V

C. SCREED PL : 21.300

C. SCREED PL : 21.360

POLYTECHNICS CRESENT ROAD (SIT) (NCAT) EL: 25.000

4050

SSL

2200

CARPARK DRIVEWAY

3250

C. SCREED PL : 21.300

2280

PARALLEL PARKING

3310

C. SCREED PL : 21.300

3310

CARPARK DRIVEWAY

CORRIDOR

1000

460

2280

2850

2290

C. SCREED PL : 21.360

1400

DROP-OFF POINT 1080

1100

N.V

Description

800

800

1000

1140

2000

A.C

5000

2000

C.SCREED PL : 25.660

2200

C.SCREED PL : 25.660

Date

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

100

EVENT/NETWORKING SPACE 3650

4350

LOW VOLTAGE SOLUTION LABORATORY

A.C

N.V

Rev.

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

C. SCREED PL : 21.360 M.V

600

600

4080

WOOD DECK PL : 25.660

1200

DRIVEWAY ROAD

C. SCREED EPOXY COAT PL : 21.260

EL: 20.660

C. SCREED PL : 30.660 M.V

980 2280

TERRACE

N.V

1150

1100MM HIGH PIPE RAILING 2950

4400

POLYTECHNICS CRESENT ROAD (GATE 1) (NCAT)

2000

1090

1000 4080

FORYER

C. SCREED PL : 25.660

4350

1150

REINFORED CONCRETE BEAM OF 400MMX1200MM (2HR FIRE RATING)

FIRST STOREY PL PL::25.660M 5.000 m (MPL)

SSL

4500

C.SCREED PL : 30.660

1430

DIPLOMA SPECIFIC EXHIBIT SPACE

2000MM(W) X 2000MM(H) 2 LEAF 1 WAY SWING ALUMINIUM FRAMED GLASS CURTAIN WALL DOOR

100

HSBR PL : 30.660 N.V

N.V

1000

5300

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

1000

1000

3600

SHARED LEARNING SPACE

1000

2280

3500

C.SCREED PL : 30.660

2000

SECOND STOREY PL PL::30.660M 10.250 m

SHARED LEARNING SPACE (FORYER&WALKWAY) 3850

SHARED LEARNING SPACE 3850

1150

450

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

3800

4800

750

0

THRID STOREY PL :35.600M PL::35.660M 15.000 m

CORRIDOR

4310

1050

40% FROSTED GLASS DOUBLE GLAZED GLASS CURTAIN WALL [FIXED PANEL SIZING 4000MM(H)X1050MM(W)]

4000

5000

1300MM HIGH GLASS PANEL RAILING

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

Owner's Consent

M.V

N.V

I, Chen Xu, 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.

41

400

1300

N.V

OUTDOOR/DRONE CLASSROOM 07

A.C

LOW HEAD ROOM AREA

Building Plans Complying with Acceptable Solutions in Approved Document

400MM HIGH RAISED PLANTER

SSL

C. SCREED PL : 45.660

750

8890

1300

1000 C.SCREED PL : 41.327

1000

3780

400

900

1300 700

650 100

WOOD DECK PL : 45.660

700

1300

RESTING LOUGE (FEATURE SPACE)

1300MM HIGH GLASS PANEL RAILING

SSL M.V

GREEN ENGINEERING WORKSHOP

1000

N.V

2950

WOOD DECK PL : 40.660

1980

OUTDOOR STUDY AREA

1000

2825

A.C

400MM HIGH RIASED PLANTER

3780

3670

C.SCREED PL : 43.290

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

C. SCREED PL : 50.660

N.V

RESTING LOUGE (FEATURE SPACE) C.SCREED PL : 45.660

3900

WOOD DECK PL : 50.660

A.C

TIERED CLASSROOM

900MM HIGH RIASED PLANTER

GREEN ENGINEERING WORKSHOP

4000

A.C

100

650 3300

C.SCREED PL : 46.360

Project Ref No: A5833-0007-2024-BP1 300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

100 2090

C.SCREED PL : 50.660 A.C

3300

750 3300 1170

850

5000

CASTELLATED I-BEAM OF 300MMX700MM (2HR FIRE RATING)

5000

DC MICROGRID

2000

A.C

RESTING LOUGE (FEATURE SPACE)

40% FROSTED GLASS DOUBLE GLAZED GLASS CURTAIN WALL

39400

M.V

SSL

750 C.SCREED PL : 50.660

10034

500MM THK STEEL IBEAM COLUMNS WITH CONCRETE ENCASEMENT 2HR FIRE RATING

C. SCREED PL : 55.660

N.V

100 A.C

3900

RESTING LOUGE (FEATURE SPACE)

1490

C.SCREED PL : 50.660

10034MM PROPOSED BUILDING SETBACK

FIFTH STOREY PL PL::45.660M 25.000 m

C. SCREED PL : 55.660

N.V

1000

1950

1000

INTERNAL CORRIDOR

3900

990

3000

3900

450

OFFGRID WORKSHOP

C. SCREED PL : 55.660

400

1300 750 100

450MM(W) X 1950MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED RISER DOOR

2500

5000

4000

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

1000MM HIGH GLASS PANEL RAILING

OFFGRID WORKSHOP

400

400MM HIGH RAISED PLANTER

ALUMINIUM STANDING SEAM ROOF (NOT ACCESSIBLE)

2400

3900

150MM ⌀ VP 2.5M ABOVE ROOF LEVEL

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

17

9700 7300

PL : 55.660 N.V

SIXTH STOREY PL PL::50.660M 30.000 m

16

15

9700

SITE BOUNDARY

14

9700

4750

13

9700

4750

12

9700

4750

11

9700

150MM ⌀ VP 2.5M ABOVE ROOF LEVEL

ROOF STOREY PL PL::55.660M 35.000 m

BASEMENT STOREY PL :21.260M PL: 0.600 m (MPL)

10

5200

100

SITE BOUNDARY

5000

ROOF OF LIFT MOTOR ROOM AND STAIRS PL::60.660M 40.000 m PL

FOURTH STOREY PL::40.660M 20.000 m PL :40.600M

9

4500

3900

8

9700

AMSL: 60.660M

1300

7

BUILDING HEIGHT: 39.400M

Landowner/ Developer:

EXISTING ROAD LEVEL EL: PL: 20.660M 0.000 m

SINGAPORE POLYTECHNICS MR SOH 500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

Author: Architect SYBMOLS

BCA_SECTION A 0m 2.0m

10m

20m DC

EXIT

EXIT SIGN

FIRE ALARM

EXIT

EXIT SIGN (FACING LEFT)

MANUAL CALL POINT

EXIT

EXIT SIGN (FACING RIGHT)

FH

FIRE HYDRANT

FIRE EXTINGUISHER

1HR

WALL AND FLOOR FIRE RATING

1HR

FIRE DOOR FIRE RATING

MH

MANHOLE

PL

PROPOSED LEVEL

SCREED TO FALL

EL

EXISTING LEVEL

⌀

DIAMETER SYMBOLS

W/F

SCALE 1: 200

SUMMIT POINT

2HR FIRE RATING (ESCAPE SHAFT)

FD

CHEN XU GROUP PTE LTD CHEN XU PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

FIRE PROTECTION SYSTEM FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M ROAD LINE

Drawing Title: BCA SECTION A

I, Chen Xu, 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. DRAINAGE INTERPRETATION I,Chen Xu 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.

LEGEND ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

FIRE ENGINE ACCESSWAY

32

SEWERAGE INTERPRETATION

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

006

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.:

Scale:

Date:

Drawn:

1:200

01/12/2024 CX

Checked: TPH

Academics Project

07 08 ________sheet of ________ MAJOR PROJECT BUILDING AND CONSTRUCTION AUTHORITY APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29) Project Ref No: A5833-0007-2024-BP1

17

9700

16

15

2400

14

7300

13

9700

12

9700

11

9700

9700

10

9700

9

8

5200

BUILDING HEIGHT: 39.400M AMSL:60.660M

7

4500

9700

ROOF OF LIFT MOTOR ROOM AND STAIRS PL::60.660M 40.000 m PL

SITE BOUNDARY

150MM ⌀ VP 2.5M ABOVE ROOF LEVEL

OFF-GRID WORKSHOP

150MM ⌀ VP 2.5M ABOVE ROOF LEVEL

1300MM HIGH GLASS PANEL RAILING

C. SCREED PL : 55.660 N.V

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH 2100MM(W) X 2000MM(H) STAIRCASE OPENING

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

1300MM HIGH GLASS PANEL RAILING

5000

2000

5000

GREEN ENGINNEERING WORKSHOP (URBAN FARM)

2100

GREEN ENGINNEERING WORKSHOP

1000 3000

FAP

1200

10647MM PROPOSED BUILDING SETBACK

2000

5000

40% FROSTED DOUBLE GLAZED GLASS CURTAIN WALL

FIFTH STOREY PL::45.660M 25.000 m PL

3000

1100

2399

SIXTH STOREY PL::50.660M 30.000 m PL

10647 2100

1200

CASTELLATED I-BEAM OF 300MMX700MM (2HR FIRE RATING)

WOOD DECK PL : 40.660

2000

N.V

2100

1300MM HIGH GLASS PANEL RAILING

2750

2000

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

SECOND STOREY PL::30.660M 10.250 m PL

3250

1100MM HIGH PIPE RAILING

TERRACE C. SCREED EPOXY COAT PL : 25.660

2100

N.V

1500

2400

SERVICE DRIVEWA Y VEHICULA RAMP@ 1:8.3 GRADIENT R

Date

Description

SERVICE DRIVEWAY ROAD

POLYTECHNICS CRESENT ROAD (GATE 1) (NCAT)

1100MM HIGH PIPE RAILING

C. SCREED EPOXY COAT PL : 21.260 N.V

BASEMENT STOREY PL: 0.600 m(MPL) PL MPL :21.260M

EL: 20.660

600

Landowner/ Developer:

SINGAPORE POLYTECHNICS MR SOH

FIRST STOREY PL MPL :25.660M :25.600M PL: 5.000 m(MPL)

REINFORED CONCRETE BEAM OF 400MMX800MM (2HR FIRE RATING)

2100

1000MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED EXIT DOOR WITH 100MM(W) X 600MM(H) VISUAL PANEL

2000

R

VEHICULA DRIVEWAY SERVICE 1:8.3 GRADIENT RAMP@

EL: 23.000

Rev.

500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

REINFORED CONCRETE BEAM OF 400MMX1200MM (2HR FIRE RATING)

1000

N.V

CASTELLATED I-BEAM OF 300MMX1000MM (2HR FIRE RATING)

1600MM(W) X 2000MM(H) 2 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

2000

UNIVERSAL I-BEAM OF 300MMX500MM (2HR FIRE RATING)

1790

2110

2110

2110

1100

900

SERVICE ROAD C. SCREED EPOXY COAT PL : 25.660

N.V

3080

4500

1790

C. SCREED EPOXY COAT PL : 25.660

2110

3800 2000

1100

POLYTECHNICS CRESENT ROAD (GATE 2) (NCAT)

1790

LOADING/UNLOADING BAY

2000

5250

1020

(b) I 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).

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

1000

1100

N.V

1500 450

1100MM HIGH PIPE RAILING

4400

2880

C. SCREED PL : 30.910

1020MM(W) X 2000MM(H) 2 LEAF 1 WAY SWING ALUMINIUM FRAMED RISER DOOR 450MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED RISER DOOR

(a) I am 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

THRID STOREY PL PL::35.660M 15.000 m

1300

SHARED LEARNING SPACE

FAP

1200

4750

1200

CLEAR GLASS DOUBLE GLAZED GLASS CURTAIN WALL

Owner's Consent

FOURTH STOREY PL PL::40.660M 20.000 m

2100

900MM(W) X 2000MM(H) 1 LEAF 1 WAY SWING ALUMINIUM FRAMED LOUVRE DOOR

(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.

2000

WOOD DECK PL : 35.660 N.V

300 THK RC SHEAR STRUCUTRAL WALL WITH PAINT FINISH

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

40% FROSTED DOUBLE GLAZED GLASS CURTAIN WALL

OUTDOOR STUDYING SPACE

2800

5000

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

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

500MM THK STEEL I-BEAM COLUMNS WITH CONCRETE ENCASEMENT (2HR FIRE RATING)

3000

1100

1300

1200

5000 39400

OUTDOOR CLASSROOM 06

FAP

2800

2100 1200

40% FROSTED DOUBLE GLAZED GLASS CURTAIN WALL

Building Plans Complying with Acceptable Solutions in Approved Document

I/ We, Chen Xu, hereby declare that 1000MM HIGH GLASS PANEL RAILING

N.V

1300

N.V

2399MM PROPOSED BUILDING SETBACK

ROOF STOREY PL::55.660M 35.000 m PL

C. SCREED EPOXY COAT PL : 50.660

WOOD DECK PL : 50.660

2000

SIT BUILDING OUTLINE

150MM THK RC COMPARTMENT WALL WITH PAINT FINISH (2HR )

SITE BOUNDARY

18

23758

21359MM AWAY FROM ADJACENT LOTS (SIT)

EXISTING ROAD LEVEL PL: 0.000 m EL :20.660M

Author: Architect CHEN XU GROUP PTE LTD CHEN XU PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

BCA_ELEVATION 1 0m 2.0m

10m

20m

Drawing Title:

SCALE 1: 200

DC

SUMMIT POINT

EXIT

EXIT SIGN

FIRE ALARM

EXIT

EXIT SIGN (FACING LEFT)

I, Chen Xu, 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.

MANUAL CALL POINT

EXIT

EXIT SIGN (FACING RIGHT)

DRAINAGE INTERPRETATION

FIRE HYDRANT

FIRE EXTINGUISHER

FH

1HR

WALL AND FLOOR FIRE RATING

FIRE DOOR FIRE RATING

I,Chen Xu 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.

MH

MANHOLE

PL

PROPOSED LEVEL

SEWERAGE INTERPRETATION

SCREED TO FALL

EXISTING LEVEL

Project No.:

Drawing No.:

EL

⌀

DIAMETER SYMBOLS

I,Chen Xu 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.

A5833-0007-2024-BP1

007

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

W/F

2HR FIRE RATING (ESCAPE SHAFT) LEGEND

FD

1HR

FIRE PROTECTION SYSTEM ROAD BUFFER

SITE BOUNDARY

GREEN BUFFER

FIRE ENGINE ROAD

FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

FIRE ENGINE ACCESSWAY

C.SCREED N.V

150

500 FD

VS DS

DR/HR

MV

1500

01/12/2024 CX

TPH

Project Ref No: A5833-0007-2024-BP1

1200

540

6550

UT

1500

1400 CLR

1200

1000

1000 CLR

2110

2000

PL: 25.635 M.V

1:200

Checked:

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

900 CLR

VS DS

600

300

VS DS

VS DS

HOMO. TILES

FT

Drawn:

BUILDING AND CONSTRUCTION AUTHORITY

300

1HR

VS DS

A.TOILET

600

DS

600

1200

5550

150

DC

VS

Date:

MAJOR PROJECT

7800

1800

1750

Rev.:

Scale:

900MM(W) X 1400MM(D) PWD HOLDING POINT

300MM (D) RAMP OF 1:12 GRADIENT FOR CHANGE OF LEVEL

PL: 25.660

1570

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.

08 08 ________sheet of ________

FORYER

150MM ⌀ RWDP/RWO

BCA_ELEVATION 1

ROAD LINE

SYBMOLS

N.V

EL/PL

FW

RWDP: RAIN WATER DOWN PIPE RWO: RAIN WATER OUTLET VS: VENTILATION STACK WS: WASTE SUMP HR: HOSEREEL FH: FIRE HYDRANT FAP: FIRE ACCESS PANEL FAD: BASEMENT FRESH AIR SHAFT EAD: BASEMENT EXHAUST SHAFT PL:PASSENGER LIFT EL: EVACUATION LIFT FL: FIRE LIFT SSL: SMOKE STOP LOBBY FFL: FIRE FIGHTING LOBBY PL: PROPOSED LEVEL EL: EXISTING LEVEL MPL: MINIMUM PLATFORM LEVEL FD:FIRE DOOR W/F:WALL AND FLOOR FEA:FIRE ENGINE ACCESSWAY HSBR: CONCRETE HERRINGBONE BRICK RED F.TOILET: FEMALE TOILET A.TOILET: ACCESSIBLE TOILET M.TOILET: MALE TOILET

6900

FW

1800

600

FT

2300

2250 4400

ABBREVIATIONS

2300

FT

1100MM HIGH PLANTER

FALL

FALL

FALL

PL: 25.635

2240

FALL

F.TOILET

50MM THK GYPSUM WALL

FT

N.V

1780

1200

1760

PL: 25.635

UT

PL: 25.660

HOMO. TILES

150

HOMO. TILES N.V

WOOD DECK

820

1000 CLR

M.TOILET

TERRACE

FALL

820

750

EAD

550 BUILDING EAVE OUTLINE

DISTANCE IC 05 TO IC 06 : 1638MM 150MM⌀ UPVC OF 1:30 GRADIENT DISTANCE IC 03 TO IC 04 : 2644MM 150MM⌀ UPVC OF 1:30 GRADIENT

7000MM ROAD BUFFER

DISTANCE IC 02 TO IC 03 : 2000MM 150MM⌀ UPVC OF 1:30 GRADIENT

DISTANCE IC 01 TO IC 02 : 5388MM 150MM⌀ UPVC OF 1:30 GRADIENT

DISTANCE IC 04 TO IC 05 : 3888MM 150MM⌀ UPVC OF 1:30 GRADIENT

1100MM HIGH PIPE RAILING

GREEN VERGE

IC 06 TL:25.660 IL:23.392 D:1268MM

IC 05 TL:25.660 IL:24.446 D:1214MM

IC 04 TL:25.660 IL:24.575 D:1085MM

IC 03 TL:25.660 IL:24.663 D:997MM

GREEN VERGE

0m 0.5m

3m

1. ALL COLUMNS: UNIVERSAL STEEL I-COLUMN, ENCASE IN 500 X 500MM CONCRETE WITH LAMINATE FINISH UNLESS OTHERWISE STATED 2. ALL BEAMS: UNIVERSAL AND CASTELATED STEEL BEAMS SPRAYED WITH 2HR FIRE RATING VERMICULITE OTHERWISE STATED 3. ALL FLOOR SLABS: 200MM THK COMPOSITE FLOOR SLAB UNLESS OTHER WISE STATED 4. ALL WALLS ARE 150MM THICK WITH PAINT FINISH EXCEPT FOR LOAD-BEARING WALLS WHICH ARE 300MM THICK 5. ALL STAIRCASE CORE AND LIFT CORE ARE 300MM THICK LOADBEARING SHEAR WALL 6. ALL RAILING 1000MM HIGH UNLESS OTHERWISE STATED 7. ALL APRON DRAIN ARE 300MM(W) X 300MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 8. ALL APRON DRAIN SUMP ARE 450MM(L) X 450MM(W) X 450MM(D) WITH PRECAST CONCRETE SLAB COVER UNLESS OTHERWISE STATED 9. ALL INTERNAL COMMON DRAIN ARE 450MM(W) X 450MM(D) WITH MILD STEEL GRATING COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 10. ALL INTERNAL COMMON DRAIN SUMP ARE 650MM(L) X 650MM(W) X 650MM(D) WITH PRECAST CONCRETE SLAB COVER AND GRADIENT OF 1:200 UNLESS OTHERWISE STATED 11. ALL RWO, RWDP, FO ARE 150 ⌀ MM 12. ALL FT, FW ARE 150MM(L) X 150MM(W) 13. ALL DS, DP ARE 150 ⌀ MM 14. ALL VS, VP ARE 100 ⌀ MM 15. ALL SCREED TO FALL ARE GRADIENT OF 1:50 UNLESS OTHERWISE STATED 16. ALL SCUPPER DRAIN AT TYPICAL STOREY PLAN ARE 150MM WIDE WITH A GRADIENT OF 1:200 UNLESS OTHERWISE STATED 17. ALL CURTAIN WALL ARE IN ANODIZED ALUMINIUM FINISHED FRAME MULLION UNLESS OTHER WISE STATED 20. ALL CURTAIN WALL ARE ANODIZED ALUMINIUM FINISHED FRAME DOUBLE LEAF 1 WAY SWING DOOR UNLESS OTHER WISE STATED 21. ALL INSPECTION CHAMBER ARE COVERED WITH 900MM(L) X 700MM(W) CAST IRON HEAVY DUTY FRAME 22. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS OTHERWISE STATED

IC 01 (FIRST IC) TL:25.660 IL:24.910 D:750MM

IC 02 TL:25.660 IL:24.730 D:930MM

5m

SCALE 1: 50 SHARED LEARNING SPACE (FORYER)

SHARED LEARNING SPACE

300MM (D) RAMP OF 1:12 GRADIENT FOR CHANGE OF LEVEL

900MM(W) X 1400MM(D) PWD HOLDING POINT

HSBR

C.SCREED

7820

PL: 30.910

PL: 30.910

N.V

N.V

600

1200

5570

300

500

300

150

300

FD

SUMMIT POINT

FALL

FALL

150MM ⌀ RWDP/RWO

1800

1750

1640

1HR

SYBMOLS

300MM WIDE SCUPPER DRAIN 300MM WIDE SCUPPER DRAIN

VS DS

VS DS

VS DS

DR/HR

MV

900 CLR

VS DS

600

DS

VS DS

A.TOILET

600

VS

HOMO. TILES

1400 CLR 1500

1200

1000

UT

50MM THK GYPSUM WALL 1100MM HIGH PLANTER

FALL

FALL

N.V

EXIT SIGN

EXIT

EXIT SIGN (FACING LEFT)

MANUAL CALL POINT

EXIT

EXIT SIGN (FACING RIGHT)

FH

FIRE HYDRANT

FIRE EXTINGUISHER

1HR

WALL AND FLOOR FIRE RATING

1HR

FIRE DOOR FIRE RATING

MANHOLE

PL

PROPOSED LEVEL

SCREED TO FALL

EL

EXISTING LEVEL

⌀

DIAMETER SYMBOLS

FD

PROPOSED OF FIRE LIFT & FIRE FIGHTING LOBBY WITH A HABITABLE HEIGHT ABOVE 24M

I, Chen Xu, 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

DOUBLE SKIN FACADE (600MMX50MM LAMINATED BROWN FIRE RATED TIMBER VERTICAL FINS)

150⌀ ⌀ DIA. VP FOR 1ST IC

0m 0.5m

SCALE 1: 50

3m

5m

Owner's Consent I/ We, Chen Xu, hereby declare that (a) I am 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 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).

Rev.

Date

Description

Landowner/ Developer:

SINGAPORE POLYTECHNICS MR SOH 500 DOVER ROAD BLOCK T3A412, SINGAPORE S139651

Author: Architect CHEN XU GROUP PTE LTD CHEN XU PRINCE EDWARD DRIVE BLOCK W5A, SINGAPORE S139651

Project Description:

PROPOSED NEW ERECTION OF 6-STOREY EDUCATIONAL INSITUTION COMPRISING OF ONE BASEMENT CARPARK AT 500 DOVER ROAD ON LOT MK03-05219V

Drawing Title: FIRST STOREY AND UPPER STOREY TOILET SANITORY PART PLAN

I,Chen Xu 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.

7650

UPPER STOREY TOILET PART PLAN

(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

7000MM ROAD BUFFER

N

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

FIRE PROTECTION SYSTEM: RISING MAIN, HOSEREEL (HR), FIRE LIFT, PORTABLE EXTINGUISHERS, AUTOMATIC SPRINKLER SYSTEM, MANUALFIRE ALARM SYSTEM

FW

ROAD LINE

BUILDING EAVE OUTLINE

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

FIRE PROTECTION SYSTEM

EL/PL

FT

FT FW

1800

2300

FT

2250

2250

N.V

1200

PL: 30.885

4400

1780

HOMO. TILES

UT

PL: 30.885

EXIT

FIRE ALARM

2HR FIRE RATING (ESCAPE SHAFT)

2300

HOMO. TILES

150 1760

FALL

M.TOILET

FALL

820

F.TOILET

820

1000 CLR

DC

SUMMIT POINT

MH

W/F

1200

540

6550

FALL

1000 CLR

1500

150

2110

M.V

F T

2000

PL: 30.885 1000MM HIGH GLASS PANEL RAILING

Building Plans Complying with Acceptable Solutions in Approved Document

NOTES

FIRST STOREY TOILET PART PLAN

N

AC: AIR-CONDITION BI: BREECHING INLET C.SCREED: CEMENT SCREED DR: DRY RISERS DS: DISHCARGE STACK UT: URINAL TRAP FT: FLOOR TRAP FW: FLOOR WASTE GT: CAST IRON GULLY TRAP W/ALUMN ALLOY STRAINER BUCKET HR: HOSEREEL IC: INSPECTION CHAMBER MV: MECHANICAL VENTILATED NV: NATURALLY VENTILATED TD: TRAVEL DISTANCE ELEC: ELECTRICITY RISER NW: NEWATER RISER W: WATER RISER TEL: TELECOMMUNICATIONS RISER LAN: LOCAL AREA NETWORK RISER SR: SPARE RISER

PROVISION OF TOILET FLOOR AREA(FA):2799.640m2 (PROVISION SHOPPING MALL CATERGORY) PROVISION: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB PROVIDED: FEMALE TOILET - 8 WC , 4 WHB MALE TOILET - 2 WC, 3 UR, 3 WHB 1 HCP TOILET

SEWERAGE INTERPRETATION

Project No.:

Drawing No.:

I,Chen Xu 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.

A5833-0007-2024-BP1

008

QP’S CERTIFICATION BASED ON DECLARATION AS STATED IN FORM 1 OF FSSD APPLICATION FOR APPROVAL OF FIRE SAFETY PLANS

Project Code: A5833-0007-2024-BP1

I, Chen Xu, NRIC No./Passport No. T0530026B being a qualified person under the Fire Safety Act, hereby certify that: (a)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.:

Scale:

Date:

Drawn:

1:50

01/12/2024 CX

Checked: TPH

33

Portfolio 2024 | Visualisation

RENDERING (NIGHT) PERSONAL PROJECT Personally, I have a keen interest in bringing buildings to life through visualization. I am passionate about showcasing the unique aspects of architectural designs, transforming conceptual spaces into vivid, lifelike representations using

34

rendering and visualization techniques. This passion drives me to continuously learn and master software tools that enhance my ability to create such compelling visualizations.

Hobby

35

Portfolio 2024 | Visualisation

RENDERING (DAY) PERSONAL PROJECT Personally, I have a keen interest in bringing buildings to life through visualization. I am passionate about showcasing the unique aspects of architectural designs, transforming conceptual spaces into vivid, lifelike representations using

36

rendering and visualization techniques. This passion drives me to continuously learn and master software tools that enhance my ability to create such compelling visualizations.

Hobby

37

Portfolio 2024 | Visualisation

PROJECT PYTHON VIDEO PROJECT Furthermore, to enhance the power of visualization, I have also developed skills in video making and editing.

This enables me to transform renders into dynamic video presentations, going beyond static images. By presenting

38

visualizations in video format, I create a more engaging and immersive experience, allowing viewers to connect more deeply with the space, making the process both enjoyable and impactful.

Academics Project

VIDEO

39

THANK YOU CONTACT ME Phone: +65 82028539 Email: Chenxu301005@gmail.com Address: Commonwealth Close block 83 12-173 LinkedIn: https://www.linkedin.com/in/chen-xu05/