Year 2 Portfolio by Edwin Lam

ARCHITECTURE PORTFOLIO VOLUME III EDWIN LAM 2017/2018

PERSONAL DETAILS EDWIN LAM CHOR MENG

TEL :

EMAIL : EDWINLAMCHORMENG@OUTLOOK.SG

INTRODUCTION I am a outgoing and enthusiastic person who likes to excel when given a certain tasks. I have a strong passion for both architecture and fitness. In architecture, I wish to be able to create spaces that sets people thinking and touch their emotions and feelings. I learnt that architecture can be approached in many ways after going through my journey in year 1, but I solely believed that architecture should be approached through the genius loci after my first project which I had a chance to be exposed to hence I aim to develop and explore this further in the future. Thank you for your consideration, EDWIN LAM

WEBSITE :

EDUCATIONS 2015 - 2016

Polytechnic Foundation Programme Singapore Polytechnic

2016 - 2019

Diploma In Architecture Singapore Polytechnic

ABSTRACT Sustainable living in architecture can be the solution in solving future issues such as social, economic, political and various more. The key towards a sustainable architecture is percieved when an architecture is able to adapt to changes to the different zeitgeist of the period, able to evolve in terms of expansion and reduction to the needs of the people, able to function as an ecosystem, able to achieve nett zero carbon emission and provide extra energy for the environment and community. Through this academic year, I have managed to explore projects that can contribute to sustainbility. The 24 storey residential project has investigated the means of creating an ecosystem for a community through the exploration on how communal spaces interact with one another hence social sustainability. The International BIM Competition has investigated the means of creating a sustainable facade using computational analysis and design methods which explores on productivity and construction efficiency thus economic sustainability The Overseas Social Innovation Project has investigated the means of participatory design with different community hence exploring the success in designing for and with the community therefore social sustainability. The vertical studio elective II on Re-envisiong the Kelong has investigated on pod off grid farming module system which has explored on how a single module can be self sustainable in producing both food and water thus creating opportunity for food and energy sustainability. In response the given design statement and issue, I have always uphold an importance in responding a project towards the genius loci hence in depth site analysis is always important for me in the work but at the same time adapting to the future changes.

TABLE OF CONTENTS

01. PROJECT 2 : THE ECO VILLAGE

Page 06

02. IBC 2017 : FLICKERING INVICTUS

Page 44

03. OSIP : MP GREENHOUSE MODULE

Page 58 4

04. EOYS DESIGN COMPETITION

Page 64

05. VSE II : RENVISIONING THE KELONG

Page 66

06. VSE I : 3DS MAX

Page 72

07. RESEARCH & TECHNICALITIES

Page 74

PROJECT 2 : FUTURE HOUSING FOR THE SILVER GENERATION THE ECO VILLAGE Project two is a 24 storey dwelling residential apartment unit catered for silver generations in the rochor precint, .Currently in the schematic stage, the design concept is to create a self sustaining community eco village like sustainable living for the silver generation in these architecture while enhancing the biodiversity of the site. Using site response, porous communal and sky terraces are created with intensive programs to engage the elderlies and also to add greenery to the heavy urbanised environment on site. With the overlapping balcony facade, visual connectivity can be easily achieve with nature and the user.

PROJECT 2 : THE ECO VILLAGE

DESIGN CONCEPTUALIZATION The design issue is that current housing are not enough in promoting active ageing programs and functions for he silver generations hence their potential might not be touched on . Part of the genius loci is also lost in the site due to the urban redevelopment and in the near future, the biodiversity of nature in the site will be perished too. The design intent is to enhance the genius and biodiversity of the site by integrating an sustainable ecosystem to engage the economy hence rebuilding the lost sense of place and community in the site. The design concept is to redefine future housing as a self sustaining eco village in response to the site context which at the end supports living sustainbility both physically and mentally for the elderlies.

PROJECT 2 : THE ECO VILLAGE

MACRO SITE ANALYSIS The site is located in an existing carpark beside sim lim tower filled with lush greenery and an underused broadwalk that serves the neighbourhood. Identity of the site comes from the famous thieve’s market as well as the shophouses which creates an old precint. However, due to the development in the area, nature and historical features are slowly depleting. View such as shophouse, istana, skyline are optimsied to drive the design for visual connectivity with the site while trying to avoid the heavy pollution and traffic of the streets

PROJECT 2 : THE ECO VILLAGE

MICRO SITE ANALYSIS Rochor’s climate is generally windy and humid due to the climatic factor which is affected by the site’s canal and buildings. It also well shaded due to the surrounding tall buildings and nature in the site. The site is mainly made up of historical buildings with a varying mix of buildings hence design should respect the height and also feeling produced. There is also a well mix of smells in the site which makes it interesting hence it should be carefully considered.Rochor canal acts as a heat buffer and also a rain garden to collect rainwater which might be beneficial for rainwater harvesting system.The site is free from tall structure hence allowing maximum wind to be collected where else the site is also relatively flat compared to the surroundings which may prompt for a common foundation.

PROJECT 2 : THE ECO VILLAGE

DESIGN STRATEGY & SKETCHES The programs and needs of how an eco village function is being understood and is used to response to the site context to drive the spaces such as views and cultural context are respected and emphasized in the design. The genius loci of the site and design issue is being studied in depth which are then translated to strategies and solution to solve these problems. The following diagrams and rough sketches of how spaces and programs can solve certain issues.

MICROCOSM

ADAPTABILITY

PERSONALIZATION

TRADING

BINARIES

Small communal spaces between large volume of blocks is needed to break down the community into smaller ones to enhance relationships

Shophouses in rochor are very adapatable to the different times hence design should be adaptable to future needs such as plug in elements

Allowing one to be able to personalize their corridor, balcony and planters will bring people out together to create wonderful works

The culture of trading has been predominent in this precint hence bringing this tradition into the architecture helps to respond to the historical context

The memories of rochor are filled with variety of contrasts good and bad hence this can be captured by integrating nature into an urban setting as the site provides.

INTEGRATIVE COMMUNITY

INTERCONNECTIVITY

LIFE GIVING

COMMUNITY RESPONSIBILITY

SOCIAL SUSTAINABILITY

Different spaces of communal usage should all tie back to one common space and integrate them so that they can function as an ecosystem.

Both horizontal and vertical connectivity are important in allowing the elderly to stay connected to the society through visual means

The past of the canal gives life to the community and surrounding hence the design should also provide life to the biodiversity.

It is important for the community to take care one another hence spaces are design to allow people to have resposibility of their own shared spaces.

A strong social community is needed hence spaces bring people together and promote them to help each other in times of need

PROJECT 2 : THE ECO VILLAGE

TYPOLOGY Slab block twisted to recieve more views and point block drops height to allow visual connection with the canal but lacks of integration.

INTEGRATION Slab block twisted to integrate with point block to form new layouts and also promote interaction and integration but facade faces eastern sun.

VIEWS Core pushes up to integrate the blocks and facade changes alignment to maximise more views and better integration with the spaces.

PROJECT 2 : THE ECO VILLAGE

GREEN SPACES Height changes to allow the different views from the site and also to create green spaces for the vertical farming spaces.

PROJECT 2 : THE ECO VILLAGE

CONNECTIVITY Voids created to form sky terraces and also communal facilities to enhance the eco system and interaction between everyone.

POROSITY Holes in facade pushed back to determine the layout spaces and also to create more exciting plug in elements in this outdoor space.

THE PROGRAM Vertical farming and related activities has been introduced to the silver generations to sustain the community which helps them to have a good retirement while also providing them an active ageing lifestyle in return enhancing the biodiversity of the site and recreating a new identity just like the past. The building consists of mix types every level to enhance the different ages together and also each level comes with at least a communal space that consist of gardening, vertical farming, communal kitchen or spaces that allows once to improve such as technology pods which are releveant in the future.

FIRST STOREY PLAN

SKY TERRACE PLAN

TYPICAL STOREY PLAN

SECTION

ELEVATION

Services are tucked nearer to the traffic to act as buffer while living spaces such as eco mart and cafe is placed near the broadwalk to liven up the area.

The sky terrace consist of mixed programs from living spaces to private meditation decks which allows all kind of users to come together.

Three different typical storey plan consist of at least one small shared communal space in every level and becomes living space in the next level.

Overlooking communal spaces can be seen here which bring fourth visual connectivity for the residents and how the program relates one anotehr.

Facade articulation can be seen here which consists of vertical timber screen, protruding overlooking balconies and planterboxes.

FIRST STOREY PLAN

PROJECT 2 : THE ECO VILLAGE

THIRD STOREY PLAN

PROJECT 2 : THE ECO VILLAGE

FOURTH STOREY PLAN

FIFTH STOREY PLAN

SIXTH STOREY PLAN

SECTION AA

WEST ELEVATION

SOUTH ELEVATION

LIVING ROOM / DINING ROOM

BATHROOM

KITCHEN

The spatials living/dining room is orientated towards the city skyling view which also receive daylighting. The corridor is being distinguished through the timber ceiling casework.

Natural elements are used in this bathroom such as timber teak shower case, timber finishes in basin and window as well as natural stone tiles for flooring and walls. The open kitchen concept allows the possibility of an small island seating area directed next to living and private area hence the convienence of having a meal nearby.

ECO / SOCIAL PODS

COMMUNAL KITCHEN

MEDITATION DECK

Located in every single level, this communal space is being shared by at least 2 resident units and has an overlooking effect through the different levels. They can function as gardens and decks too.

Located at every main sky terrace level, this communal kitchen is placed next to a farming area where one can harvest the food and cook it in this kitchen to share with the other residents. Apart from gathering and living areas, private areas such as medidation decks are also placed to allow one to seek refuge with nature and reconnect with the ambience of the building.

DETAILED DESIGN REVIEW Detailed design review looks into blown up part plan and sections showing detailings. The focus is more into precast elements hence most details are created in a form of precast componenets and facade panels to show knowledge in building productivity. Apart from precast, roof garden and planter boxes details are also shown as part of the design driver and some renderings and bathroom detail are also shown to provide information on how these details can be constructed and whether it is feasible hence moving one step foward to the final design review which is the last presentation.

PART SECTION

BATHROOM DETAIL

COMMUNAL PERSPECTIVE

TOILET PERSPECTIVE

The section aims to show various precast elements such as balcony, planterbox, toilet and parapet facade which are key details

The bathroom detail aims to use precast elements while showing the tiling to express knowledge in designing a toilet.

This perspective aims to show the predominent sky terrace as the main communal space in the design which contains green spaces.

The essence of natural elements can be percieved here due to the use of materials such as timber and granite inspired tiles.

UNIVERSAL TOILER ROLL INTEGRATED IN WALL

GEBERIT MONOLITH PLUS WC INTEGRATED SYSTEM 1200MM X 2000MM HIGH ALUMINIUM SLIDING SHOWER DOOR

B 600MM X 150MM THK FERROLITE PRECAST CONCRETE WALL PANEL

800MM THK PLANTING SOIL FOR GREEN SCREEN DETAIL

300

150MM THK PRECAST PLANTER BOX TO ENGR'S DETAIL LINE OF WATER HEATER ABOVE

Ø18MM HOT WATER SUPPLY PIPE

125 X 125 MM FLOOR TRAP TO SPECIALISTS DETAIL

A 886

300MM X 300MM X 25MM THK GRANITE TILE FLOOR FINISH

DP 50

1000

BATHROOM

DP 25

GRANITE TILE FFL 185.750 N/V

980

150MM THK CAST IN SITU INTERNAL WALL

FT 600

1457

IDEALRAIN DUAL SHOWER SYSTEM OVERHEAD TO SPEC'S DETAIL A

1200MM X 100MM COMPOSITE TIMBER STRIP

100Ø VENTILATION STACK 150Ø DISCHARGE STACK

20MM THK SKIM COAT WITH LIQUID APPLIED WATERPROOF LAYER TO RECIEVE TILE FINISH 600MM X 600MM X 25MM THK GRANITE WALL TILE FINISH

10MM THK GALVANISED STEEL FRAME TO SPECS'S DETAIL

100MM X 800MM WIDE EASYDRAIN MULTITAF SHOWER CHANNEL WITH 100MM DIAMETER FLOOR WASTE TO SPECIALISTS DETAIL

1000

VOLA VERTICAL TOWER WARMER

1300W X 2000H X 25MM THK ALUMINIUM SLIDING WINDOW 1298

950MM X 50MM THK POCKET RED BIRCH DOOR

GRADIENT 1:50

ADDA INTEGRATED BASIN WALL MOUNTED MIXER AND CABINET

GRADIENT 1:50

Ø18MM COLD WATER SUPPLY PIPE

PROJECT 2 : THE ECO VILLAGE

300MM THK CAST IN SITU FLAT SLAB ROOF

ALUMINIUM L CHANNEL BOLT TO SPECS

ALUMINIUM TIE ROD

20MM THK GALVANISED STEEL FRAME FOR GREEN SCREEN

50MM ALUMINIUM C CHANNEL

12 MM THK GYPSUM BOARD FALSE CEILING

150MM INCANDESCENT CEILING / DOWN LIGHT

1928

1328

18MM THK HOT WATER SUPPLY PIPE

50MM THK FOUR ALUMINIUM PANEL SLIDING GLASS DOOR POWER COATED TO TIMBER FINISH 2650

1900H X 1300W WALL HUNG MIRROR GEBERIT MONOLITH PLUS WC INTEGRATED SYSTEM 210

PROJECT 2 : THE ECO VILLAGE

422

545

IDEALRAIN DUAL SHOWER SYSTEM OVERHEAD TO SPEC'S DETAIL 1200MM X 2000MM HIGH ALUMINIUM SLIDING SHOWER DOOR

505

300MMX 300MM X 25MM THK GRANITE WALL TILE FINISH 20 MM THK SKIM COAT WITH LIQUID APPLIED WATEPROOF LAYER TO RECEIVE WALL TILE FINISH CAST IN·SITU CONCRETE TOPPING

50MM THK FOUR ALUMINIUM PANEL SLIDING GLASS DOOR POWER COATED TO TIMBER FINISH

995

18MM THK COLD WATER SUPPLY PIPE

ES SUSTAINABILITY The building tries to collect most of the rainwater when it rains, kept in bio retention basins and pump all the filtered water up to the holding tank to be slowly distributed to each roof gardens. This is to ensure the residents have water supply needed for irrigation during dry seasons. There are solar panels located on the roof of the staircase and lift motor room. For maximal exposure to sunlight. The solar energy harvested will be kept in the battery box next to the panels and will be used for 3 purposes : lighting up corridors, power up thewater pump and lighting up the roof garden lights. With Singapore being a non-seasonal country, the lower temperatures usually indicates when the monsoon seasons are where rainfall will occur frequently. With constant rainfall, there would be little to no sunlight during that point of time. As seen from the tables, the monsoon season does not occur very frequently throught the year. The table shows that Singapore has a good amount of sunlight for most part of the days throughout the year.This would mean that implementing the Solar Facade system on the building would be efficient as it would be

RAINWATER HARVESTING

SOLAR PANEL HARVESTING

The existing core module is being converted into the main rainwater collection channel integrated with modular vertical solar distilation dish.

Existing rooftop structure is now reinforced with a long span of solar distilation box that allows maximum sunlight hence filtering rainwater even faster.

PROJECT 2 : THE ECO VILLAGE

LIGHTING PLAN The four bedroom apartment is beng used to show the usage of the lighting plan. Most lights are recessed halogen downlight which are easy to maintain and easy to use too. Some lights such as wall washer spotlight are placed in key areas like study area, entrance foyer and walk in wardrobe where are used for display purposes. The living areas are being distinguished by its recessed ceiling with recessed cove strip light hence providing a different ambience from the other areas.

PROJECT 2 : THE ECO VILLAGE

ELECTRICAL PLAN More power point are provided in living areas such as the living room and dining room which has an open concept together with the kitchen area hence retrofitting may be a possibility in the future thus having more power points will allow more spatial opportunity to happen in its design.

PROJECT 2 : THE ECO VILLAGE

INTERNATIONAL BIM COMPETITION 2017 BCA ACADEMY The competition objective is to raise awareness and built competency in using Computational Design with BIM and VDC innovatively for DFMA.The brief is a concept design for an educational building in BCA Academy done innovatively through engaging computational design, analysis and optimization with DFMA approach, satisfying sustainability, constructability and productivity considerations. Our team has came out with a kinetc facade detail using dynamo as part of the objective and also using PPVC as the key construction tool to boost productivity. Apart from that, my main role was to design meaningful open spaces such as the classrooms and landscape.

SITE ANALYSIS In depth site analysis is being done on site where we predetermine the solar gain areas and areas that need to be paid attention to such as the green spaces and existing solar panels on the other roof.

SITE PLAN DESIGN Using site response, a few massing is derived and the final is to respond to the grid of the site as well as creating terracing in the middle to allow sunlight to get to the other building’s solar panel.

INTERNATIONAL BIM COMPETITION 2017 : E.DU

DESIGN CONCEPT The spatial concept of the design is to bring nature closer to students and the staffs to enhance the outdoor learning experience and also having class balconies catered for students to use the space in many ways while the facade allows all this to happen through its sustainability features. The form takes respect from the side and landscape by following the grid of the site to achieve modular spaces while creating a language with the landscape by integrating with the current grid and buildings around.

SPATIAL CONCEPT The spaces are arranged in a mixed manner where administration and educational spaces crosses each other hence allowing more intercommunication to happen between the students and the lecturers, but most of the spaces are group according to the privacy of the space such as private spaces near the rooftop while more public spaces are placed near the sky terraces and podium. The circulation follows the grid achieved by reshaping the form such that the corridor of every space are placed behind the façade hence allowing one to connect with the landscape more, the daily circulation also requires one to go through a more revitalized landscape in the podium and sky terraces hence emphasizing the close connection with nature even in an urban environment.

INTERNATIONAL BIM COMPETITION 2017 : E.DU

MODULAR DESIGN ANALYSIS With the approach of DfMA, had been achieved due to the production style assembly used. Components are simplified as much as possible to reduce overall construction cost and complexity of maintenance which improve the constructability of the building. We had also use common parts across the product lines as we applied Prefabricated Prefinished Volumetric Construction (PPVC) in the construction method of the building. We created a family in Revit file for the modular where a group technology is applied and inventory time is reduced which resulted in minimization of assembly time. Hence, we encourage modular design through our idealization.

INTERNATIONAL BIM COMPETITION 2017 : E.DU

PPVC SYSTEM A series of Prefabricated prefinished volumetric construction modules and bathroom units are designed to fit the grid axis hence making this the design massing and volume while assuring efficiecy.

PEFORATION MODULE SYSTEM The building is being tested for solar radiation analysis before the facade panels are being placed, the analysis has helped to generate the location needed to have more cooling as shown in the diagram hence this determines the amount of perforation needed in certain facade panels which is design through a series of dynamo key aspects.

INTERNATIONAL BIM COMPETITION 2017 : E.DU

KINETIC SOLAR FACADE We created a manufacturing cells through Dynamo by collaging the design of panel together. The transformation of panel that reacts with sunlight can be programmed through Dynamo. This reduces the complexity of the panel and minimize the inventory time when a group technology is applied. This dynamo script allows the panels to respond to the direction of the sun. The normal of each triangular panels is programmed to follow the current sun direction. If the sun is directly shinning on the panel, the NCP will be 0.000, which means the panel is fully open, creating maximum sunshading. As the sun is away from the panel, it’s NCP will increase to 1.000, which means the panel is fully closed, creating views.

INTERNATIONAL BIM COMPETITION 2017 : E.DU

FACADE DETAIL The blown up detail expresses how this solar kinetic facade system can be sustainable in a way it can clean itself using rainwater as well as providing good ventilation and sunshading.

OVERSEAS SOCIAL INNOVATION PROJECT MPH GREENHOUSE MODULE

This project is a two week program done by the school to allow students to experience design thinking thus different course of students are mixed together in this trip to Cebu, Phillppines. With the skills taught in Singapore, the team is able to communicate well with the community and created a form of participatory design with the farmers of the rural community where we find out the issue of having lack of drying and storing area hence prompting the team to create a multi purpose greenhouse module that is easily constructed and portable. The protoype created is a smaller scale but yet the villagers are able to understand how it works and is willing to accept this project hence it is currently being assessed.

GREENHOUSE MODULE

INTERNAL RACKS

DIAGRAM

The module is 7x5m which is approximately the size of their current outdoor drying area hence this size is also comfortable and can be transported easily with out heavy labour.

3 modules combined together to be able to form a bigger form of greenhouse for bigger communites hence this can boost the productivity of the crops for the farmers.

Materials used are affordable and easily sourced in the local area and an optional heater can be designed to it too to help boost the drying so they can sell the crops faster.

OVERSEAS SOCICAL INNOVATION PROJECT 2017 : MULTIPURPOSE GREENHOUSE

ADJUSTABLE VENTILATION SYSTEM The greenhouse is equipped with an expandable adjustable vent roof system which uses pole height mechanism hence allowing the farmers to adjust how big the opening of the ventilatiion will be depending on the height of the vent roof. The typical type will be three types of vent levels from low ventilation, to mid ventilatiion and high ventilation depending on the time of the day, the weather and the usage of the heater.

CLOSED VENTILATION

NORMAL VENTILATION

FULL VENTILATION

When raining, the user can close the roof vent to trap all the heat so that it can keep crops warm during the cooler season.

A normal ventilation would ensure that adequate amount of wind enters so that heat would not be loss quickly.

Greenhouse requires ventilation to speed up drying hence a full ventilation would help keep the greenhouse more fresh.

OVERSEAS SOCICAL INNOVATION PROJECT 2017 : MULTIPURPOSE GREENHOUSE

MODULAR SHELVE TRAY The tray is designed in a way it is integrated with the modular shelf framed structure. The tray is supported by a special grip rolling mechnism which allows the trays to be lightweight hence allowing efficient transfer of crops for the farmers and easy use of equipment without any dangers. Each of the tray is made up of perforated metal to allow moisture to easily escape and evaporate and also allow sunlight to penetrate pass through each sections.

SINGLE MODULE

FULL MODULE

Single module component designed in terracing to maximise exposure of sunlight for drying

OVERSEAS SOCICAL INNOVATION PROJECT 2017 : MULTIPURPOSE GREENHOUSE

EOYS COMPETITION EXHIBITION STAND

Every year the commitee of Singapore Polytechnic Diploma in Architecture organizes an end of year show exhibition to showcase student’s project from the different academic levels and a theme would be given as well as a need for exhibition stand to showcase which will be designed by student themselves hence the competition. 201 year’s theme on stretto focuses on ryhthmic expression in the exhibition stand but also look for cost efficient design hence a team is gathered from the class and designed an exhibition stand using recyclable a4 boxes as this boxes have been our carrier for projects all our the year and it is also can be recycled.

RENDERED VISUALIZATION

MATERIAL SELECTION

PROJECT SITE

The cardboard a4 box is crafted into a design stand by cutting certain edges and folded into a structure to support itself.

To futher enhance the structure to withstand the weight of the model and boards, recycled boards will be used to balance the core.

Held in URA Gallery, the exhibition will be opened to the public every year hence design needs to be as feasible as possible.

END OF YEAR SHOW EXHIBITION DESIGN STAND COMPETITION 2017

VERTICAL STUDIO ELECTIVE II RE-ENVISIONING THE KELONG This elective module focuses on off grid farming module pod which takes the concept of kelong. A current existing offshore aquaponic-hydroponic has been designed by previous batches and is being executed as a pilot project in school hence the current batch objective is to access the feasibility of this and find ways to improve this existing design. My team has been tasked to add on a filtration system and also integrate a rainwater harvesting system by improving the current rainwater collector roof canvas.

VERTICAL STUDIO ELECTIVE II : RE-ENVISIONING THE KELONG

EXISTING MODULE

PROPOSED FULL MODULE

REDEVELOPED DESIGN WITH FILTRATION SYSTEM

DETAIL DRAWINGS

VERTICAL STUDIO ELECTIVE II : RE-ENVISIONING THE KELONG

The current prototype poses various problems such as water leakage in the canvas and unsteady crop production hence analysis is being done on it

The offshore pod offgrid aquaponic system module can be combined with other modules to form a community hence allowing expansion in the future.

The new design changes the way water is collected and also add on a natural filter and solar distilation to convert rainwater into drinkable water hence sustainable.

Detail drawings is done as accurate as possible because a prototype will be made and eventually it may be created to the existing module.

NEW PROTOTYPE Two new prototype has been designed and constructed where the first one integrates a natural sand filter and solar distlation to the current roof canvas design which helps to maximise rainwater collection and also designed in a way to store clean water more productively which can be used for the module. The second prototype creates an overlaping concept of solar distilation where a modular distilation is percieved in vertical form due to the lack of space hence it would be more efficient in converting rainwater to clean water in a more productive rate and also integrates well with the current design.

SECOND PROTOTYPE

FIRST PROTOTYPE

The existing core module is being converted into the main rainwater collection channel integrated with modular vertical solar distilation dish.

Existing rooftop structure is now reinforced with a long span of solar distilation box that allows maximum sunlight hence filtering rainwater even faster.

VERTICAL STUDIO ELECTIVE II : RE-ENVISIONING THE KELONG

PROTOTYPE TESTING The first prototype is being built as a real life smaller scale model to show the capabilities of our design. Hence, the model is being put to test on its water filtration capibilities as such the natural filtration and solar distilation. Data is being tabulated and recorded to ensure its effectiveness and results can be used to improve the actual module.

PHYSICAL MODEL

NATURAL FILTER

SOLAR DISTILATION

Material of model is being used as close to the actual module as possible to ensure structure.

Layers of charcoal,sand and elements of filtration are used as first line of defence to filter the dirts.

Materials used are recycled to form the water tank and the distilation tray but also have the actual properties of what it should be.

VERTICAL STUDIO ELECTIVE II : RE-ENVISIONING THE KELONG

VERTICAL STUDIO ELECTIVE I 3DS MAX VIDEO RENDER Vertical studio elective I was held in first year of diploma as a special module for some students to learn on the visualization part of architetcure which is 3DS MAX video rendering. This software has helped us to learn how to promote architecure visualiztion through video animation which is a very productive and useful tool in showing architecture to the client. This VSE requires us to do a group project with seniors from other years to come out with a video rendering of one of our projects and in this case we used the final year student’s project using sketchup, vray and 3DS max to produce this video.

MASSING STUDIES

INTERIOR VISUALIZATION

Colour coding and animation of massing blocks used to show how massing is generated through site context design and respond.

MASSING FORM DESIGN Pushing and pulling massing blocks in the design helps to show how the massing form is being produced in this design context.

Using camera tool and various movement in 3DS MAX allows a walkthrough of the entire interior architecture view to get a sense of the space.

VERTICAL STUDIO ELECTIVE I : 3DS MAX

RESEARCH REVIEW SITE ANALYSIS & PRECEDENCE Research review is an group project conducted to expose the students to high rise design as part of precedence. It is being splitted into 2 parts where site analysis is done on the site of project 2 which is at Jalan Besar Road and different group will come up with different analysis of the site which will be discussed and used as project reference.

The second part of the group project is on precedence study which in this case our group is tasked to do in depth research and criticism on 2 famous projects which is Pinnacle@Duxton and Moshie Safdie’s Habitat 67 The last research review is on sustainable systems where our group is appointed to research of solar and wind energy sustainable systems that can be implemented into our project site

PINNACLE DUXTON

HABITAT 67

ADAPTIVE SOLAR FACADE

HELIX WIND TURBINE

Studies is being done on this project to see how successful it is for the first 50 storey HDB

Studies is being done to explore on how this project is successful for its modular prefabricated units.

Research is being done to understand how this solar panel system work and how it is implemented.

Research is being done to understand how the wind turbine work and can be implemented on site.

TECHNICAL SUBMISSIONS Through the 2nd year of studies, the main emphasis are on the technical submissions such as development control, structural plan and model and also building plan submissions which are all key technical submissions in the industry hence this helps us to prepare for the real world. These technicalities helped us in our annotation skills, awareness of compliance to the different regulations set by URA, LTA, NEA, BCA and many various organisations in Singapore thus this also helps us to ensure that our design is always feasible in the real world. These pratice has helped me to improve my revit skills in terms of annotations and also 3D modeling to showcase certain type of graphics too.

DC SUBMISSION

STRUCTURAL PLAN SUBMISSION

Before BP, we were introduced DC as an attempt on revit to prepare us for the future submissions hence simple compliances were required for this.

Technical annotaions and skills of doing a structural plan is needed to ensure the buildability of our design which is important to know.

D 4000

E 2050

J 1451

F 2848

G K 2950

H L IM 1800

1098 702

4090

5850

K BAC SET

DUCTS

FFL 196.80 m URA_FP_22

3600

Rev.

X 600

63 300

C33

59 300

X 600

C34

3600

COMMUNAL

LIVING ROOM

KITCHEN

14400

3600

URA_FP_16

Description

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

1001

C29

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

Date

Description

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

FFL 159.40 m

Landowner/ Developer:

SKY TERRACE 3

URA_FP_12

Owner

FFL 152.20 m URA_FP_11

C28

3395

COMMUNAL

MASTER BEDROOM

3600

X 500

2950

X 600

2455

45 300

ST PRECA THK EVERED 200M CANTIL R.C / LEDGE ) SLAB JOINT ( WET

15 300

ROOF GARDEN 1

URA_FP_13

4090 1800

Rev.

URA_FP_15 FFL 166.60 m

C35

3451

1800

5800

SKY TERRACE 3

FFL 170.20 m

1 : 200

URA_FP_14

X 600

5850

599

X 600

62 300

1000

X 600

56 300

C32

1845

FFL 148.60 m

URA_FP_10 FFL 145.00 m

Author: Architect

URA_FP_9 FFL 141.40 m URA_FP_08

URA_FX_SECTION 1 : 200

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

SKY TERRACE 2

URA_FP_07 3600

FFL 130.60 m

1 : 200

SCALE 1: 200

ROAD LINE

DRAINAGE INTERPRETATION

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

I,______________________________ 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.

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

10m

20m

C01 - C03 : ALL COLUMNS ARE 300 X 1200 MM C04 - C06 : ALL COLUMNS ARE 300 X 700 MM C07 & C08 : ALL COLUMNS ARE 300 X 1200 MM C09 - C14 : ALL COLUMNS ARE 300 X 700 MM C15 - C17 : ALL COLUMNS ARE 300 X 1200 MM C18 - C20 : ALL COLUMNS ARE 300 X 700 MM C21 & C28 : ALL COLUMNS ARE 300 X 1200 MM C22 - C30 : ALL COLUMNS ARE 300 X 700 MM C31 - C35 : ALL COLUMNS ARE 300 X 1200 MM ALL R.C HOUSEHOLD SHELTERS ARE 300 MM THK UNLESS OTHERWISE STATED ALL R.C CORES AND EXTERNAL WALLS ARE 300 MM THK UNLESS OTHERWISE STATED ALL R.C FLOOR SLABS ARE 200 MM THK UNLESS OTHERWISE STATED ALL PRIMARY BEAMS ARE 300 X 600 MM ALL SECONDARY BEAMS ARE 300 X 500 MM ALL BEAMS ARE DOWNHANG BEAM UNLESS OTHERWISE STATED ALL FLOOR SLAB CONSTRUCTION ARE FLOOR SLAB AND HALF SLABS ALL CANTILEVER SLABS ARE 200MM THK AND ARE WET JOINTS

N Drawing Title:

URA_FP_06

1 : 200 SECTION AA 0m 2.0m

10m

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

KITCHEN

FFL 127.00 m URA_FP_05

20m

Drawing Title:

10800

LEGEND :

3600

1 : 200 TYPICAL STRUCTURAL FLOOR PLAN 0m 2.0m

FFL 123.40 m 3600

URA_FP_04

TYPICAL FLOOR URA AND STRUCTURAL PLAN

URA_FP_04

SCALE 1: 200

URA

FFL 119.80 m 4101

11899

8560

URA_FP_03

SKY TERRACE 1

11545

3503

3000

7200

Project No.:

Drawing No.:

ENTER PROJ. REF. NO. HERE

STRUCTURAL

Project Code:

ROAD LINE

DRAINAGE INTERPRETATION

Project No.:

URA_FP_02

Rev.:

PLANTING

Drawing No.:

ENTER PROJ. REF. NO. HERE

FFL 112.60 m 3600

Apart from annotations, we also need to know the calculations of inspection chambers, drains, sumps and various other tables as part of the technical submission.

7200

BP SUBMISSION

FFL 137.80 m

PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

MASTER BEDROOM

KITCHEN

COMMUNAL

BATH

KITCHEN

LIVING ROOM

COMMUNAL

LIVING ROOM

SECTION

Project Code:

KITCHEN

Rev.:

FFL 109.00 m 5000

EDWIN LAM CHOR MENG P1503418

3600

EDWIN LAM CHOR MENG P1503418

Project Description:

Author: Architect

3600

3105

14400

3600

LIVING ROOM

FFL 163.00 m

55 300

X 600

51 300

2100

700

X 600

Date

URA_FP_04

X 600

47 300

X 600

C21

53 300

60 300

C31

X 500

2075

C26 X 600

X 600

X 500

X 600

1950

HS R.C D THK AROUN 300MM ALL WALL

CORE

18 300

X 600

58 300

57 300

49 300

46 300

4005

X 600

48 300

ASE STAIRC

X 600

50 PB X 600 300

38 300

C23

35 300

16 300

X 500

61 300

1949

1243

C24

X 600

C30

R.C

X 600

700 17 300

X 500

43 300

2289

1412

13 300

C19

54 300

THK

C27 PB

42 PB X 600 300

2950 X 600

X 600

52 300

300MM

14 SB X 500 300

X 600

700

2075

36 300

41 300

C25

40 PB X 600 300

44 PB X 600 300

33 300

C14

X 600

KITCHEN

10800

34 300

200

C20

R.C THK ALL 300MM RE LIFTCO D AROUN

X 500

37 300

2940

1000

BATH

I/ We, __HOUSING DEVELOPMENT BOARD_____________________, hereby declare that -

3600

1038

X 600

C22

KITCHEN

3600

X 500

10 SB X 500 300

525

09 300

30 300

39 PB X 600 300

KITCHEN

LIVING ROOM

5000

C16

2500

C17

1000

24 PB X 600 300

X 500

X 600

C18

1475

URA_FP_17

25 PB X 600 300

32 300

12 300

CORE

KITCHEN

LIVING ROOM

COMMUNAL

3600

X 500

11 300

X 600

ASE STAIRC

X 600

LIVING ROOM

COMMUNAL

LIVING ROOM

FFL 175.20 m

X 600

2500

2500 R.C

175

08 300

C13

28 300

C09

27 300

2500

THK

C12 26 PB X 600 R.C 300 THK WALL 200MM ING SHIELD

200

07 300

X 600

C10

COMMUNAL

LIVING ROOM

KITCHEN

FFL 178.80 m

C15

29 300

23 300

X 600

31 300

3798

1413

5840

300MM PB

X 600

22 300

09 300

3550

X 600

12 300

11 300

2900

X 600

2138

1400 1100

10 300

X 500

18 PB X 600 300

LIVING ROOM

KITCHEN

BATH

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

URA_FP_18

20 PB X 600 300

1800

KITCHEN

BATH

FFL 182.40 m

C11

1825

16 PB X 600 300

X 600

15 PB X 600 300

700

19 300

14 300

13 300

03 300

17 PB X 600 300

Owner's Consent

URA_FP_19

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

X 500 PB

C04

3200

700

X 500

04 300

05 300

BEAM BELOW

06 300

X 600

R.C D THK AROUN 300MM ALL CORE

X 600

C05

X 600

3 4

BATH

FFL 186.00 m

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

X 600

21 300

X 500

08 300

C07

X 600

01 300

07 300

C06

800

04 300

X 500

200

600 SB

02 300

X 600

03 300

05 300

C01

X 600

02 300

X 600

01 300

06 300

C02

6200

2850

URA_FP_20

I/ We, __HOUSING DEVELOPMENT BOARD_____________________, hereby declare that -

C08 PB

C03

6049

LINE

1600

Owner's Consent

1100 1800 2950

4300 2050

LINE

NDA N BOU MO COM

3600

1000

IP STR

105000

2000

NG NTI PLA

3600

G F E

D C 4000

ENTER PROJ. REF. NO. HERE

SKY TERRACE 4

FFL 189.60 m

7200

STRUCTURAL FRAMING PLAN

URBAN REDEVELOPMENT AUTHORITY

Project Ref No:

DUCTS

URA_FP_21

4500 SB01

SITE BOUNDARY LINE

3600

DUCTS

URA_FP_23

14400

LINE

URA_FP_24 FFL 200.40 m

FFL 193.20 m

3000

7.5M PHYSICAL SETBACK LINE

WATER PUMP ROOM

3M GREEN BUFFER SETBACK LINE

3000

SERVICE ROOF

3600

SITE BOUNDARY LINE

LINE

FER BUF

3M COMMON SETBACK LINE

FER BUF

2M GREEN BUFFER SETBACK LINE

NDA BOU

GRE

AL SIC PHY

ENTER PROJ. REF. NO. HERE

URA_ROOF LEVEL FFL 204.00 m

3600

SITE

7.5M

Project Ref No:

In depth structural plan and 3D modeling is required for this detail submission including a foundation hence ensuring the structure of it.

C 6200

35889

B 2850

URA_AMSL LEVEL FFL 209.00 m

URBAN REDEVELOPMENT AUTHORITY

Scale: 1 : 200

Date: 07/26/17

Drawn: EDWIN

Checked: Checker

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

BIN CENTRE

URA_FP_01 FFL 104.00 m URA_FP_BASEMENT FFL 100.00 m

Scale: MINI MART

ELDERLY CENTRE

CAFE

PARKING

1 : 200

Date: 07/31/17

Drawn: Author

Checked: Checker

URBAN REDEVELOPMENT AUTHORITY

Project Ref No:

ENTER PROJ. REF. NO. HERE

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

Rev.

Date

Description

Landowner/ Developer:

Owner

Author: Architect EDWIN LAM CHOR MENG P1503418

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

Drawing Title:

STRUCTURAL URA FRAMING MODEL Project No.:

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

Drawing No.:

ENTER PROJ. REF. NO. HERE

STRUCTURAL 3D

Project Code:

Scale:

Rev.:

Date: 07/26/17

Drawn: EDWIN

Checked:

URBAN REDEVELOPMENT AUTHORITY

R FFE BU AL SIC HY MP 7.5

Project Ref No:

ENTER PROJ. REF. NO. HERE

K AC TB SE SB 51 30

600

500

74 30 0X 600

600

C35

59 SB X 500 300

0X 67 30

60 SB X 500 300

0X 68 30

61 SB X 500 300

0X 69 30

50 0

0X 70 30

500

Landowner/ Developer:

2950

500 2850

3000

4090

C44

600

53 SB X 500 300

600

73 30

58 SB X 500 300 500

50 0

C43

0 X 60

71 30

C34

0X 66 30

39 21

500 300 X 02 SB 86 83

14 59 9 52 30 0X

65 30

C36 300 66 PB

R Q

1800

0X 64 30

Owner

1800

5800

600

72 30

500

0X 63 30

600

61 30

54 30

2800

500

600

0X 64 30

50 0X 65 30

600

C28

40 30

600

55 SB X 500 300

PB C42

C33

57 SB X 500 300

500

70 30

C31

C29

49 30

600

C41

600

56 SB X 500 300

68 30

600

46 30

C20

0X 48 30

0X 56 30

C32

0 50

37 62

67 30

62 30

600

X 300

0X 50 30 SB C27

600

C30

0X 60 30

C40

600

69 30

50 30

C39

600

53 30

0X 63 30

600

0X PB

Description

600

500

C24

500

Date

50 0

43 30

500

58 30

0X 44 30

1800

C26

600

0X 43 30

52 30

60 0X

500

0X 48 30

600

PB 600

47 30

C25 54 30

45 30

600

C37

57 30

500

46 SB X 500 300

55 30

37 30

600

PB 0X 47 30

0X 44 30

X 60

0X 45 30

51 30

41 PB X 600 300

0 42 30

36 30

600

2500

500

600

1600

500

3595

Author: Architect 2505

Rev. C38 SB 49

C23

38 30

500

1200

600

0X 40 30

600

2503

5650

C22

C21

42 30

RE E CO RCAS 500 0X STAI R.C 32 30 SB THK

X 50

2799

25 PB X 600 300

X 60

600

300

0X 24 PB X 600 300

C14

21 30

27 SB X 500 300

M 300M

600

0 28 30

C19

500

41 30

20 SB X 500 300

600

500

30 30

39 30

K M TH L 300M HS WALND R.C AROU ALL

33 30

2000

39 30

500

34 PB X 600 300

0 33 50 SB 00 X 3

19 30

C17

0 60

37 30

2100

PB 500

C16

600

0X 500

2100

36 SB X 500 300

30 0X

C15

79 35 30

32 30

35 PB X 600 300

2116

R.C U SIT IN AB S T SL CA D K RE TH EVE 0M IL 20 ANT C

5245

500

0X 19 30

500

31 30

0X 18 30

26 30

PB 0 X 60

500

30 SB X 300 500

81 PB X 600 300

26 PB X 600 300

29 30

23 30

6652

C18

C47

C K R. 0 M TH 300M 300 X 50 24 SB

500

0X 22 30

16 30

C45

C12

20 PB X 600 300

2100

0 60

600

25 30

600

500

29 SB X 500 300 80 PB X 600 300

C13

12 30

600

27 30

600

1275

28 30

2792

78 30

77 21 30

RE E CO RCAS STAI

PB 2 09 13

2700

500

23 30

600

13 30

C09

2500

18 PB X 600 300

15 30

C10

17 PB X 600 300

22 30

600

600 12 30

14 SB X 500 300

600

500

16 PB X 600 300

0X 0X

C07

17 SB X 500 300

14 30

600

11 30

600

PB 10 30

600

BEAM W BELO

15 PB X 600 300

X 60

10 30

11 30

50 0X

13 30

500

80 44

600

C06

C11

09 30

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

50 0

600

500

09 30

C46 0 76 30

C K R. ND M TH AROU 300M ALL CORE

7000

2000

500

C05

08 30

3750

04 30

500 0X 0 01 30 X 60 SB 03 300 PB

03 30

C04

3000

500

07 30

600

04 30

01 30

05 30

C01

600

07 SB X 500 300

C03

02 30

06 30

PB 3300

RY DA UN BO ON MM CO

E LIN

3545

C02

3300

05 SB X 500 300 C08

08 PB X 600 300

2305

500

E LIN

2500

IP TR

SB 4299

GS TIN AN PL 2M

4750

300 X

E D

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

2600

SB 31

I/ We, __HOUSING DEVELOPMENT BOARD_____________________, hereby declare that -

4500 1100

Owner's Consent

3000

EDWIN LAM CHOR MENG P1503418

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

1 : 200 STRUCTURAL FRAMING GROUND FLOOR PLAN 0m 2.0m

SCALE 1: 200

ROAD LINE

DRAINAGE INTERPRETATION

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

10m

20m

LEGEND : C01 - C03 : ALL COLUMNS ARE 300 X 1200 MM C04 - C06 : ALL COLUMNS ARE 300 X 700 MM C07 & C08 : ALL COLUMNS ARE 300 X 1200 MM C09 - C14 : ALL COLUMNS ARE 300 X 700 MM C15 - C17 : ALL COLUMNS ARE 300 X 1200 MM C18 - C20 : ALL COLUMNS ARE 300 X 700 MM C21 & C28 : ALL COLUMNS ARE 300 X 1200 MM C22 - C30 : ALL COLUMNS ARE 300 X 700 MM C31 - C36 : ALL COLUMNS ARE 300 X 1200 MM C37 - C45 : ALL COLUMNS ARE 300 X 700 MM C46 & C47 : ALL COLUMNS ARE 1000 MM IN DIAMETER ALL R.C HOUSEHOLD SHELTERS ARE 300 MM THK UNLESS OTHERWISE STATED ALL R.C CORES AND EXTERNAL WALLS ARE 300 MM THK UNLESS OTHERWISE STATED ALL R.C FLOOR SLABS ARE 200 MM THK UNLESS OTHERWISE STATED ALL PRIMARY BEAMS ARE 300 X 600 MM ALL SECONDARY BEAMS ARE 300 X 500 MM ALL BEAMS ARE DOWNHANG BEAM UNLESS OTHERWISE STATED ALL FLOOR SLAB CONSTRUCTION ARE FLOOR SLAB AND HALF SLABS ALL CANTILEVER SLABS ARE 200MM THK AND CAST IN SITU PILE FOUNDATION / RAFT FOUNDATION USED ALL PILE CAPS/ FOUNDATION SLAB ARE 450MM THK AND OFFSET 1000MM

Drawing Title:

STRUCTURAL FRAMING URA GROUND FLOOR PLAN

Project No.:

Drawing No.:

ENTER PROJ. REF. NO. HERE

STRUCTURAL GROUND

Project Code:

Scale: 1 : 200

Rev.:

Date: 07/26/17

Drawn: EDWIN

Checked: Checker

URBAN REDEVELOPMENT AUTHORITY R FE UF NB EE GR

INE YL AR ND OU EB SIT

E LIN

Project Ref No:

ENTER PROJ. REF. NO. HERE

R FFE BU AL SIC HY MP 7.5 K AC TB SE

Owner's Consent

3000

H G F

21 30 0X 2799

25 PB X 600 300

C15

200M 45 30

41 30

600 0X 500

C35

1013

R.C AST PREC SLAB THK RED 200M ILEVE T ) CANT T JOIN ( WE

1800

35 30

500

2850 3000

600

900

26 30

C28

SB 0X

2800

500

1000

Owner

Q O

1800

5800

2950

C33

4090

Landowner/ Developer:

43 SB X 500 300

PB C34

600

3399

42 30

600

C36

600

C32

X 300

T) JOIN

600

59 30

WET

65 30 0X 64 30

600

53 30

600

C31

500

2951

0X 60 30

30 30

C30

C27

62 30

600

1302

600

49 30

56 30

600

C29

600

0X 47 30

29 SB X 500 300 00 16

0X 48 30

46 30 PB

C20

500

600

50 30

7651

1600

600

2000 25 30

1787

2 1020

2100

K M TH LL 300M HS WA ND R.C AROU ALL

2100

C24

600

39 30

600

58 30

1800

600

37 30

700

600

51 30

700

600

52 30

55 30

31 SB X 500 300

38 SB X 500 300

C25 37 SB X 500 300

600

36 SB X 500 300

X 300

36 30

500

57 30

38 30

500

X 300

2500

PB 700

500

34 30

33 SB X 500 300

42 30

500

0X 63 30

( DGE

600

C23

C19 28 30

C22

C21

600

34 PB X 600 300

24 30

SB 3801

41 PB X 600 300

700

C26

D LE

600

VERE

500

43 30

500

33 30

35 PB X 600 300

23 30

X 60

0 X 50

0 X 60

8248

C37

ILE CANT R.C AST PREC 600 THK 0X

600

40 30

29 30

600

0 32 30

C18

C17

5245

Author: Architect

3595

EDWIN LAM CHOR MENG P1503418

2505

0X 44 30

600

Description

C38

501

C13

21 30

50 0X

Date

2800

600

39 30

600

Rev.

CORE ASE AIRC

ST R.C THK 5649

40 30

30 30

C14

M 300M

C16

22 30

31 30

27 SB X 500 300

500

1275

50 0X

600

500

24 PB X 600 300

0X 19 30

20 SB X 500 300

500

500 0X 18 30 SB 2198

600

2700

600

C11

2796

CORE ASE AIRC C ST 6651 K R. M TH

3250

8975

600

26 PB X 600 300

600

27 30

16 30

C12

20 PB X 600 300

700

19 30

17 SB X 500 300

600

1052

500

23 30 28 30

C09

2500

600

5501

300M

600

0X PB

5950

C08

2082

18 PB X 600 300

16 PB X 600 300 1400

22 30

600

C10

08 PB X 600 300

500

1100

600

4350

10 30

12 30

17 PB X 600 300

1824

600

10 SB X 500 300

09 30 PB

500

14 30

1400

PB 600

500

3798

13 30

15 PB X 600 300

600

13 30

BEAM W BELO

500

C06

3750

12 30

11 30

500 0X 09 30 2999

3000

2000

X 50

500

800

600

0 11 30

C K R. ND M TH AROU 300M ALL CORE

0X 0X

06 30

C07

15 30

500

04 30 03 30

7000

600

C05

C04

PB 08 SB X 500 300

600

05 30

600

04 30

07 SB X 300 500

998

600

05 30

500

C01

07 30

600

C02 300 X 02 PB

01 30

06 30

500

7219

01 30

500

0X 02 30

2582

600

C03

0X 03 30

3300

6088

899

ON MM CO 9M

E LIN RY DA UN BO

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

4299

3545

2305

3300

4750

1920

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

1100

2500

ING

E LIN

T AN PL 2M

RIP ST

I/ We, __HOUSING DEVELOPMENT BOARD_____________________, hereby declare that -

4500

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

1 : 200 TYPICAL STRUCTURAL FLOOR PLAN 0m 2.0m

SCALE 1: 200

ROAD LINE

DRAINAGE INTERPRETATION

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

10m

20m

LEGEND : C01 - C03 : ALL COLUMNS ARE 300 X 1200 MM C04 - C06 : ALL COLUMNS ARE 300 X 700 MM C07 & C08 : ALL COLUMNS ARE 300 X 1200 MM C09 - C14 : ALL COLUMNS ARE 300 X 700 MM C15 - C17 : ALL COLUMNS ARE 300 X 1200 MM C18 - C20 : ALL COLUMNS ARE 300 X 700 MM C21 & C28 : ALL COLUMNS ARE 300 X 1200 MM C22 - C30 : ALL COLUMNS ARE 300 X 700 MM C31 - C36 : ALL COLUMNS ARE 300 X 1200 MM C37 & C38 : ALL COLUMNS ARE 300 X 700MM ALL R.C HOUSEHOLD SHELTERS ARE 300 MM THK UNLESS OTHERWISE STATED ALL R.C CORES AND EXTERNAL WALLS ARE 300 MM THK UNLESS OTHERWISE STATED ALL R.C FLOOR SLABS ARE 200 MM THK UNLESS OTHERWISE STATED ALL PRIMARY BEAMS ARE 300 X 600 MM ALL SECONDARY BEAMS ARE 300 X 500 MM ALL BEAMS ARE DOWNHANG BEAM UNLESS OTHERWISE STATED ALL FLOOR SLAB CONSTRUCTION ARE FLOOR SLAB AND HALF SLABS ALL CANTILEVER SLABS ARE 200MM THK AND ARE WET JOINTS ALL CANTILEVER LEDGES ARE 200MM THK PRECAST

Drawing Title:

TYPICAL FLOOR URA AND STRUCTURAL PLAN

Project No.:

Drawing No.:

ENTER PROJ. REF. NO. HERE

STRUCTURAL TYPICAL

Project Code:

Scale: As indicated

Rev.:

Date: 07/26/17

Drawn: EDWIN

Checked: Checker

BUILDING AND CONSTRUCTION AUTHORITY

SITE BOUNDARY LINE PLANTING STRIP

S44 TL 105.100 IL 104.351

( 2M FROM BOUNDARY LINE )

LANDSCAPE

S41 TL 105.100 IL 104.268

LANDSCAPE

SUBSOIL DRAINAGE FROM LANDSCAPE TO DRAIN

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

S42 TL 105.100 IL 104.003

LOT 10

LOT 11

LOT 12

LOT 13

LOT 14

LOT 15 FALL

LOT 9

FALL

LOT 8

FALL

LOT 7

FALL

FA LL

LOT 6

LOT 16

LOT 17

LOT 18

FALL

Project Ref No:

N.V

GRADIENT 1:50 RWDP

RWO

GRADIENT 1:50

SCREED TO FALL

FALL 1720 SLOPED TO FALL

ROOF SLAB RIDGE

3070 GRADIENT 1:50

RWDP /RWO

IC 9 TL 105.100 IL 103.684

GRADIENT 1:50 3820

H.W

SCRE ED

VOID

FFL 192.95

FALL

1470

1835

N.V

SCREED TO FALL

6840 ROOF SLAB RIDGE

ROOF TERRACE FFL 189.30 N.V

H.W

DRAINAGE CELL LAID TO FALL TO RWDP

GRADIENT 1:50

FFL 192.90 T.F

2900

2775

GRADIENT 1:50

2760

S14 TL 105.100 IL 104.487

S13 TL 105.100 IL 104.505

IC 7 TL 105.100 IL 103.153

IC 8 TL 105.10 IL 105.10

IC 16 TL 105.100 IL 102.993

LANDSCAPE

600X600MM CONCRETE SUMP WITH REMOVEABLE PC SLAB COVER

PLANTING STRIP

SITE BOUNDARY LINE

LOT 19

( 3M FROM BOUNDARY LINE )

300MM WIDE SURFACE CLOSED CONDUIT DRAIN S25 TL 105.100 IL 104.457

300MM WIDE SURFACE CLOSED DRAIN WITH MS HEAVY DUTY GRATING AT GRADIENT 1:200

S10 TL 105.100 IL 104.589

IC 6 TL 105.100 IL 103.452

PHYSICAL BUFFER

IC 15 TL 105.100 IL 103.183

( 9M FROM BOUNDARY LINE )

D PE Y LO WA E S ALK WID W 4M BLIC PU S51 TL 105.100 IL 104.385

600MM WIDE SURFACE CLOSED DRAIN WITH MS HEAVY DUTY GRATING AT GRADIENT 1:200

S48 TL 105.150 IL 104.713 S50 TL 105.100 IL 104.437

LANDSCAPE

FALL

LOT 20

S24 TL 105.100 IL 104.472 440

900x900MM CONCRETE SUMP WITH REMOVEABLE PC SLAB COVER FALL

LOT 21

PHYSICAL BUFFER

2M WIDE FOOTPATH

FALL

LOT 30

RWDP

GRADIENT 1:50

S9 TL 105.100 IL 104.608

LOT 29

FALL

SCREED TO FALL

S8 TL 105.100 IL 104.651

LOT 28

RWDP

S47 TL 105.100 IL 104.734

FALL

LOT 22 LOT 24

VENTILATION OPENING AT 150MM ABOVE UNACCESIBLE ROOF LEVEL

SLOPED TO FALL

RWDP/RWO

590

S49 TL 105.100 IL 104.681

PLANTING STRIP

( 2M FROM BOUNDARY LINE )

Landowner/ Developer: URA_Summary of Site Coverage & Communal Open Space Label Name PODIUM PLAN Grand total: 1

S52 TL 105.100 IL 104.325

S53 TL 105.100 IL 104.297

LIM

Site Area 4800.00 m²

Site Coverage % 22.308575

Permissible Balcony Area 115200.00 m²

Proposed Residential Area 10720.00 m²

Planning Data

Site Area (m2) 4800.00 m² Grand total: 1

MH -5 TL 105 .00

1 : 200 SITE PLAN 0m 2.0m

Site Coverage Area (m2) 1070.81 m² 1070.81 m²

SITE BOUNDARY LINE

IC 17 TL 105.100 IL 102.814

Plots to be Excluded (m2) Others_Area 0.00 m² 0.00 m²

Net Site_Area (m2) 1600.00 m²

Permissible Plot Ratio 2.4

Permissible Gross Permissible Percentage Of Floor Area Balcony Area (%) 11520.00 m² 10

Proposed Balcony Area 500.00 m²

20m

URA_Summary of Gross Floor Area (GFA) Level

SCALE 1: 200

ROAD LINE

DRAINAGE INTERPRETATION

OWNER'S DECLARATION

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

I, EDWIN LAM, confirm that the drainage details as shown in the layout plan that are in accordance with the current information provided by the Cheif Engineer, Central Engineer, Central Building Plan Unit, NEA.

I, EDWIN LAM, hereby declare: (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).

NOTE:

LEGEND:

1. ALL DIMENSIONS ARE IN mm 2. ALL STRUCTURAL COLUMNS ARE 300mm X 700mm, 300mm X 1200mm & 1000Ømm THK UNLESS OTHERWISE STATED 3. ALL R.C. LOAD BEARING WALLS ARE 300M THK 4. ALL EXPOSED APRON DRAINS ON FIRST STOREY ARE OF 300mm IN WIDTH COME WITH PRECAST CONCRETE COVER 5. ALL EXPOSED PERIMETER DRAINS ON FIRST STOREY ARE OF 600mm IN WIDTH COME WITH PRECAST CONCRETE COVER 6. ALL INDOOR SCUPPER DRAINS ON 2-24 STOREY ARE 150mm IN WIDTH COME WITH TILE GRATE COVER/FULLY OPEN AND OF GRADIENT 1:200 7. ALL ROOF AND OUTDOOR SCUPPER DRAINS ARE 300mm IN WIDTH AND OF GRADIENT 1:100 8. ALL SCREED TO FALL ARE OF GRADIENT 1:50 AND 1:30 UNLESS OTHERWISE STATED 9. ALL RWO & RWDP ARE 150Ømm 10. ALL FT & FW ARE 150mm X 150mm 11. ALL DS & VS ARE 150Ømm 12. ALL VP ON ROOF LEVEL ARE OF 2500mm ABOVE FFL

13. ALL SERVICE ROOMS ON 1ST STOREY PROVIDED W/ TOP HUNG WINDOWS AT 1800mm ABOVE FFL 14. SUMPS 1-40 WITHIN SITE BOUNDARY ARE OF 600mm X 600mm 15. SUMPS 41-56 WITHIN SITE BOUNDARY ARE OF 900mm X 900mm 16. SUMP FOR ROADSIDE DRAIN AT WELD ROAD IS 1100mm X 1100mm 17. ALL BRANCH DRAIN LINE ARE 150Ømm 18. ALL MAIN DRAIN LINE ARE 250Ømm 19. ALL EXTERNAL PRECAST WALLS ARE 200mm THK 20. ALL INTERNAL PRECAST WALLS ARE 150mm THK 21. ALL SERVICE DUCTS WALLS CAST IN SITU ARE 100mm THK

BDL: BI: C SCREED: DS: ELEC: FD 1HR: FT: FW: GT: HR: S.W H.W P.T H.S: H.T: IC:

BRANCH DRAIN LINE BREECHING INLET CEMENT SCREED DISCHARGE STACK ELECTRICAL DISTRIBUTION 1 HOUR FIRE-RATED DOOR FLOOR TRAP FLOOR WASTE GULLY TRAP HOSEREEL STRIPWOOD HARDWOOD TIMBER DECKING PORCELAIN TILES HOUSEHOLD SHELTER HOMOGENEOUS TILES INSPECTION CHAMBER

MDL: MH: N.S.: NV: RWDP: RWO: SCV: T.F: S.P STR: TEL: TD: VP: VS: WR: WTR:

Author: Architect/Engineer/Planner EDWIN - P1503418

10m

Description

IC 14 TL 105.150 IL 103.316

RWO

RWO RWDP RWO

300MM WIDE OPEN SURFACE SCUPPER DRAIN RWDP /RWO

LOT 27

S23 TL 105.100 IL 104.499

300MM THK SCUPPER DRAIN BELOW TIMBER DECKING SLOPED TO FALL

N.V

SLOPED TO FALL

FFL 192.90

GRADIENT 1:50

RWDP/RWO

3075

R.C ROOF SLAB BELOW EXTENSIVE ROOF GARDEN

SLOPED TO FALL

GRADIENT 1:50

SLOPED TO FALL

N.V

RWO

SLOPED TO FALL

N.V

FFL 171.35

T.F

S7 TL 105.100 IL 104.676

Date

GRADIENT 1:50

R.C ROOF SLAB BELOW EXTENSIVE ROOF GARDEN

SCREED TO FALL DRAINAGE CELL LAID TO FALL TO SCUPPER DRAIN

FALL

SCREED TO FALL

GRADIENT 1:50

EED

R.C ROOF SLAB BELOW EXTENSIVE ROOF GARDEN GRADIENT 1:50

WI PR OP DE OS ED SL SE RV OP ICE RO ED UT EF PU OR BIN BL CE IC NT RE WA LK WA Y

PHYSICAL BUFFER

SCR

L FAL

( 9M FROM BOUNDARY LINE )

PLANTING STRIP

RWDP / RWO

IC 5 TL 105.100 IL 103.603

Rev.

S54 TL 105.100 IL 104.086

FALL

TO PED T 1:60 SLO ADIEN GR

SITE BOUNDARY LINE

FALL

LANDSCAPE

H.W SLOPED TO FALL

( 2M FROM BOUNDARY LINE )

IC 13 TL 105.100 IL 103.401

RWDP

ROOF TERRACE

UNACCESSIBLE ROOF LEVEL

SCREED TO FALL

RWDP/RWO

S22 TL 105.100 IL 104.529

GRADIENT 1:50

RWO RWDP

8775

VENTILATION VP OPENING RWDP AT 150MM ABOVE

RWO

1230

GRADIENT 1:50

T.F

INGRESS

N.V

SLOPED TO FALL

300MM THK SCUPPER DRAIN BELOW TIMBER DECKING

SLOPED TO FALL

N.V

770 SCREED TO FALL

GRADIENT 1:50

PL 105.10 T.M

FFL 192.95 RWDP/RWO

4950

GRADIENT 1:50

RWDP/RWO

S6 TL 105.100 IL 104.702

6.6M WIDE FIRE ENGINE ACESS ROAD

RWO

SCREED TO FALL

IC 4 TL 105.150 IL 103.710

RWDP VP

2470

ROOF TERRACE

600MM HIGH PLANTERBOX 1000MM HIGH GLASS RAILING

GRADIENT 1:50

SCREED TO FALL

N.V

EGRESS

S55 TL 105.100 IL 104.040

FALL FALL

VENTILATION OPENING AT 2500MM ABOVE ACCESSIBLE ROOF LEVEL

300MM THK EXPOSED SCUPPER DRAIN

H.W

IC 12 TL 105.100 IL 103.495

6940

SCREED TO FALL SCREED TO FALL

SCREED TO FALL

S21 TL 105.100 IL 104.559

GREEN ROOF RIDGE

SLO GR PED AD IEN TO FAL T 1:6 L 0

IC 10 TL 105.100 IL 103.647

FALL

FFL 171.35

LL T WA

SLOPED TO FALL

RWDP

ROOF TERRACE PE RA PA L FF K R.C E TH OV M AB 0M 10 00MM 10

S5 TL 105.150 IL 104.724

N.V

RWO

SCREED TO FALL

GRADIENT 1:50

SCREED TO FALL

GRADIENT 1:50

T.F

FALL

SUMMIT OF SCUPPER DRAIN

300MM THK SCUPPER DRAIN BELOW TIMBER DECKING

R.C ROOF SLAB BELOW EXTENSIVE ROOF GARDEN FFL 171.35

N.V

S20 TL 105.100 IL 104.574

ROOF SLAB RIDGE

N.V

PL 105.10 S.P

N.V

S19 TL 105.100 IL 104.604

4M WIDE FIRE ENGINE HARDSTANDING AREA

COURTYARD

N.V

RWDP

SCREED TO FALL GRADIENT 1:50

SLOPED TO FALL

PL 105.10

H.W

RWDP/RWO

SUMMIT OF SCUPPER DRAIN

RWDP / RWO

FFL 167.75

RWO

T.D = 18.42m

S4 TL 105.100 IL 104.746

PUBLIC GARDEN

COMMUNAL

300MM THK SCUPPER DRAIN BELOW TIMBER DECKING

C.S

RWO

FALL

SCREED TO FALL

DRAINAGE CELLS LAID TO FALL TO SCUPPER

S1 TL 105.100 IL 104.800

(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.

RWDP S18 TL 105.100 IL 104.634

FALL

SUMMIT OF APRON SURFACE DRAINAGE

GRADIENT 1:50

S3 TL 105.100 IL 104.775

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

S57 TL 105.100 IL 103.687

SCREED TO FALL

300MM WIDE ROOF SCUPPER DRAIN AT GRADIENT 1:100 BI

S15 TL 105.100 IL 104.659

FALL

SCREED TO FALL

NADIR OF PERIMETER SURFACE DRAINAGE

S56 TL 105.100 IL 103.786

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

FFL 206.20

SUBSOIL DRAINAGE FOR PLANTER BOX

SCREED TO FALL

GRADIENT 1:60

2 Building Plans Complying with Acceptable Solutions in Approved Document

STAIRCASE OVERHEAD

GRADIENT 1:60

2M WIDE BOARDWALK

N.V

IC 11 TL 105.100 IL 103.589

GE RID

GRADIENT 1:50

FALL

L FAL

RWDP

SUMMIT POINT OF SCUPPER DRAIN

RWO

C.S

RWDP /RWO

SCREED TO FALL

FFL 206.20

T.F

SCREED TO FALL

RWO

H.R COVERAGE = 27.03m

GRADIENT 1:50

STAIRCASE OVERHEAD

FALL

GRADIENT 1:50 SCREED TO FALL

RWDP VP

S2 TL 105.100 IL 104.800

N.V

RWDP

S46 TL 105.150 IL 104.777

VOID

FALL

C.S

SCREED TO FALL

RWO

FFL 105.15 C.S

FFL 206.20

GRADIENT 1:50

VENTILATION OPENING AT 150MM ABOVE UNACCESSIBLE VP ROOF LEVEL

RWDP

APRON WALKWAY

LIFT OVERHEAD

GRADIENT 1:50

VENTILATION OPENING AT 150MM ABOVE UNACCESSIBLE ROOF LEVEL

SCREED TO FALL

VENTILATION OPENING AT 150MM ABOVE VP UNACCESSIBLE ROOF LEVEL

GRADIENT 1:50

SCREED TO FALL

GRADIENT 1:50

L TO FAL EED 1:30 SCR DIENT GRA

SCREED TO FALL

100MM THK AND 1000MM HIGH PARAPET

S36 TL 105.100 IL 104.426

LANDSCAPE

LOT 26

N.V

GRADIENT 1:50

SCREED TO FALL

GRADIENT 1:50

SCREED TO FALL

100MM HIGH R.C ROOF KERB

SCREED TO FALL

GRADIENT 1:50

SCREED TO FALL GRADIENT 1:50

SCREED TO FALL

C.S

SCREED TO FALL GRADIENT 1:50

SUMMIT OF PERIMETER SURFACE DRAINAGE

ROOF RIDGE

N.V

L FAL

RWDP/RWO

R.C FLAT ROOF (UNACCESSIBLE)

AY EW T RIV OIN ED FP WID OF 4M ROP D

C.S

DRAINAGE CELLS LAID TO FALL TO RWDP/RWO

RWDP

FFL 203.80

SCREED TO FALL GRADIENT 1:50

IC 3 TL 105.100 IL 104.072

LANDSCAPE

S43 TL 105.100 IL 104.483

WATER TANK TOTAL : 16

R.C FLAT ROOF (UNACCESSIBLE)

FALL

.5m

FALL

S29 TL 105.100 IL 104.474

600MM HIGH PLANTERBOX

= 16

S37 TL 105.150 IL 104.388

HANDICAP LOT 2

RWO

RWDP/RWO

T.D

4M WIDE PUBLIC WALKWAY

FALL

SCREED TO FALL GRADIENT 1:50

L FAL TO PED T 1:60 SLO ADIEN GR

S35 TL 105.100 IL 104.355

S38 TL 105.100 IL 104.358

S30 TL 105.100 IL 104.453

HANDICAP LOT 1

RWDP/RWO

GRADIENT 1:50

L FAL

RWDP /RWO

IC 2 TL 105.100 IL 104.245

S31 TL 105.100 IL 104.427

S32 TL 105.150 IL 104.397

S34 TL 105.150 IL 104.353

LOT 25

S33 TL 105.150 IL 104.381

IC 1 TL 105.100 IL 104.350

BARRIER FREE ACCESS ROUTE TO LIFT LOBBY

E CAT

LOT 1

LL FA

S39 TL 105.100 IL 104.319

FALL

( 7.5M FROM BOUNDARY LINE )

6M WIDE DRIVEWAY

D ROA LD WEGORY 5

6.6M WIDE DRIVEWAY

LL FA

FALL

LOT 23

FALL

LOT 2

( 9M FROM BOUNDARY LINE )

FALL

S40 TL 105.100 IL 104.292

FALL

PHYSICAL BUFFER

FALL

FA LL

LOT 5

FALL

LOT 4

LOT 3

FALL

S45 TL 105.100 IL 104.320

MAIN DRAIN LINE MAN HOLE NON-SHELTER NATURALLY VENTILATED RAINWATER DOWN PIPE RAIN WATER OUTLET SINGAPORE CABLE VISION TURFING STONE PAVERS FIRE ESCAPE STAIRCASE TELECOMMUNICATIONS TRAVEL DISTANCE VENT PIPE VENT STACK WET RISER WATER

Balcony

FIRST STOREY PLAN URA_FP_01 No NON GFA URA_FP_04 Yes URA_FP_04 Yes URA_FP_04 Yes URA_FP_04 Yes URA_FP_04 Yes URA_FP_04 Yes URA_FP_04 Yes URA_FP_04 No URA_FP_04 No URA_FP_04 No URA_FP_04 No URA_FP_04 No URA_FP_04 No URA_FP_04 No URA_FP_04 No URA_FP_04 No SKY TERRACE 1 URA_FP_03 No SKY TERRACE 2 URA_FP_07 No TYPICAL STOREY PLAN 1 URA_FP_04 No TYPICAL STOREY PLAN 2 URA_FP_15 No TYPICAL STOREY PLAN 3 URA_FP_24 No Grand total: 22

Name

No. of Floors

GFA (sqm)

Residential

NON GFA

Balcony_Area

FIRST STOREY PLAN

745.71 m²

0.00 m²

BALCONY 3 BALCONY 1 BALCONY 2 BALCONY 4 BALCONY 5 BALCONY 7 BALCONY 6 VOID 1 VOID 2 DUCTS 2 DUCTS 4 AC LEDGE VOID 4 VOID 3 DUCTS 3 DUCTS 1

18 18 18 15 15 9 9 23 23 23 23 9 9 9 20 9

0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 237.77 m² 157.27 m² 11.58 m² 37.95 m² 11.98 m² 43.58 m² 31.79 m² 12.00 m² 13.84 m²

0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m²

0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 237.77 m² 157.27 m² 11.58 m² 37.95 m² 11.98 m² 43.58 m² 31.79 m² 12.00 m² 13.84 m²

SKY TERRACE 1

291.44 m²

0.00 m²

SKY TERRACE 2

1033.34 m²

0.00 m²

0.00 m² 62.67 m² 124.77 m² 68.39 m² 58.65 m² 109.63 m² 33.69 m² 33.36 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m² 0.00 m²

TYPICAL STOREY PLAN 1

5508.70 m²

0.00 m²

TYPICAL STOREY PLAN 2

2337.13 m²

0.00 m²

TYPICAL STOREY PLAN 3

800.74 m² 11274.81 m²

800.74 m² 10717.05 m²

0.00 m² 557.76 m²

0.00 m² 491.17 m²

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

Drawing Title:

TYPICAL FLOOR AND STRUCTURAL BPPLAN

Project No.:

Drawing No.:

SITE PLAN

Project Code:

Scale: 1 : 200

Date: 11/12/17

Drawn: EDWIN

Checked: LIM

TABULATION OF SUMP

SITE BOUNDARY LINE PLANTING STRIP

( 2M FROM BOUNDARY LINE )

LANDSCAPE

S41 TL 105.100 IL 104.268

LANDSCAPE

SUBSOIL DRAINAGE FROM LANDSCAPE TO DRAIN

S42 TL 105.100 IL 104.003

7500

1200

N.S FFL 105.20 E.F

N.V

FFL 105.15 C.S

1200

N.V

N.S FFL 105.20 E.F

6260

1675

N.V

H.R COVE RAGE

RWDP

SCREED TO FALL GRADIENT 1:50

5100

600X600MM CONCRETE SUMP WITH REMOVEABLE PC SLAB COVER

PLANTING STRIP ( 3M FROM BOUNDARY LINE ) 2400

300MM WIDE SURFACE CLOSED CONDUIT DRAIN S25 TL 105.100 IL 104.457

3000

PHYSICAL BUFFER 2950

2850

IC 15 TL 105.100 IL 103.183

( 9M FROM BOUNDARY LINE )

D PE Y LO WA E S ALK WID W 4M BLIC PU

4290

IC 16 TL 105.100 IL 102.993

L FAL 0

1800 1600

IC 8 TL 105.10 IL 105.10

N.V

SITE BOUNDARY LINE

LOT 19 LOT 30

2400

S24 TL 105.100 IL 104.472

TO PED T 1:6 SLO ADIEN GR

5800

PL 105.10

S52 TL 105.100 IL 104.325

S51 TL 105.100 IL 104.385

S50 TL 105.100 IL 104.437

LANDSCAPE

PLANTING STRIP

( 2M FROM BOUNDARY LINE )

2000

600MM WIDE SURFACE CLOSED DRAIN WITH MS HEAVY DUTY GRATING AT GRADIENT 1:200

S48 TL 105.150 IL 104.713

FALL

LOT 20 LOT 25

LOT 29

2400

300MM WIDE SURFACE CLOSED DRAIN WITH MS HEAVY DUTY GRATING AT GRADIENT 1:200 IC 7 TL 105.100 IL 103.153

LANDSCAPE

S49 TL 105.100 IL 104.681

LOT 21 LOT 24

2400

FALL

SCREED TO FALL GRADIENT 1:50

S14 TL 105.100 IL 104.487

S13 TL 105.100 IL 104.505

S12 TL 105.100 IL 104.523

S11 TL 105.100 IL 104.546

S10 TL 105.100 IL 104.589

S9 TL 105.100 IL 104.608

FALL

IC 14 TL 105.150 IL 103.316

RWDP

900x900MM CONCRETE SUMP WITH REMOVEABLE PC SLAB COVER FALL

S23 TL 105.100 IL 104.499

2925

RWDP

SCREED TO FALL GRADIENT 1:50

RWDP

IC 6 TL 105.100 IL 103.452

T.F

L FAL TO EED 1:50 SCR ADIENT GR

2M WIDE FOOTPATH 815

RWDP SCREED TO FALL GRADIENT 1:50

RWDP

S8 TL 105.100 IL 104.651

S7 TL 105.100 IL 104.676

N.V

EXIT FD 1HR 2000

LOT 28

5550

RWDP

IC 5 TL 105.100 IL 103.603

FALL

LOT 27

4800 6310

= 35.76 m

1365

3000

C.S

DS VS

12300

3110

FFL 105.20

N.V

1855 5890

20MM THK LOW-E TEMPERED GLASS FULL HEIGHT CURTAIN WALL TO DETAIL

3685

1855

S54 TL 105.100 IL 104.086

OUTDOOR DINING

1425

1000

FFL 105.20 C.S

1425

3840

INDOOR DINING (CAFE) FFL 105.20

1000

LOUNGE

FALL

L FAL TO EED 1:50 SCR ADIENT GR

1200

1705

2025

RWDP DS VS

1875

3610

1595

M.V

INGRESS

RWDP RWDP

DOUBLE SWING GLASS DOOR 2400MM HIGH TO DETAIL

C.S

FFL 105.20

N.V

IC 13 TL 105.100 IL 103.401

475

KITCHEN

RWDP

200MM THK SHIELD WALL WITH 175MM THK AIR GAP FOR N.S

T.M S22 TL 105.100 IL 104.529

DS VS RWDP DS

ECO MART C.S

2250

C.S

1200

FFL 105.15

S55 TL 105.100 IL 104.040

FALL

PL 105.10

240

KITCHEN

IC 9 TL 105.100 IL 103.684 1200

1450

1585

1500

PL 105.10

FALL

6.6M WIDE FIRE ENGINE ACESS ROAD

RWDP VS DS

5550

1900

850 S17 TL 105.100 IL 104.663

SCREED TO FALL GRADIENT 1:50

41 00

E.F

RWDP/RWO

LINE OF SLAB ABOVE

VS DS

1425

1500

VS DS

2500

EGRESS

IC 12 TL 105.100 IL 103.495

FALL

750

S16 TL 105.100 IL 104.688

N.S FFL 105.20

2000

1200

S21 TL 105.100 IL 104.559

18595

FALL

SUMMIT OF APRON SURFACE DRAINAGE

1500

2000

N.S E.F

RWDP

S6 TL 105.100 IL 104.702

LOT 26

T.D = 2.3m S20 TL 105.100 IL 104.574

IC 10 TL 105.100 IL 103.647

NADIR OF PERIMETER SURFACE DRAINAGE

S56 TL 105.100 IL 103.786

30 00

00 50

750

SCREED TO FALL GRADIENT 1:50

( 7.5M FROM BOUNDARY LINE )

30 00 FD 1HR

S19 TL 105.100 IL 104.604

1900

GE = 25.05m

LOT 22

6000

RWDP

1600

RWDP

H.R COVERA

PHYSICAL BUFFER

FALL

IC 11 TL 105.100 IL 103.589

1500

FALL

L FAL

S27 TL 105.100 IL 104.529

2100

RWDP 31R = 150 33T = 250 HANDRAIL = 50Ø N.V

2000

2700

2650

N.V

EXIT FFL 105.20

SLO GR PED AD TO IEN T 1:6FALL 0

HR 1000

S18 TL 105.100 IL 104.634

FALL

FD 1HR

L TO FAL EED 1:30 SCR DIENT GRA

2200

500

LANDSCAPE

RWDP

SPR FD 1HR

4M WIDE FIRE ENGINE HARDSTANDING AREA

1800

N.V

2400

N.V

WI PR OP DE OS ED SL SE RV OP ICE RO ED UT EF PU OR BIN BL CE IC NT RE WA LK WA Y

500

FALL

DS VS

1790

RWDP

PL 105.10

IC 4 TL 105.150 IL 103.710

WTR

500

LANDSCAPE

RWDP

S4 TL 105.100 IL 104.746

S5 TL 105.150 IL 104.724

3050

1780

800

600 600 1000

PL 105.10 C.S

4800

1100 600 600

BA RO RRI UT ER E FR TO EE LIFT AC LO CE BB SS Y

1200

2200

1900

2150 1010 CLEAR

1000 CLEAR EXIT

355

S.P

T.D FIREFIGHTING HARDSTAND TO EXIT STAIR :18m

GAS

500

COURTYARD

LANDSCAPING

VS DS

SCV FD 1HR

S15 TL 105.100 IL 104.659

300MM WIDE SCUPPER GT DRAIN

E.F

1000

3250 1300 3400

1505

N.V

RWDP

500

600MM HIGH PLANTER BOX

N.S FFL 105.20

SCREED TO FALL GRADIENT 1:50

2200

SCREED TO FALL GRADIENT 1:50

FFL 105.20

DRAINAGE CELLS LAID TO FALL TO RWDP/RWO

ELEC

SCREED TO FALL GRADIENT 1:50

PHYSICAL BUFFER

SCREED TO FALL

REFUSE ROOM

SCREED TO FALL GRADIENT 1:50

( 9M FROM BOUNDARY LINE )

8650

3750 2500 2700 1275 5245

SUMMIT OF PERIMETER SURFACE DRAINAGE

SCREED TO FALL

1100 1000

1070 800

1015

S1 TL 105.100 IL 104.800

N.V

LINE OF BRIDGE WALKWAY ABOVE

1100 SCREED TO FALL1000

2270

1070

C.S

SCREED TO FALL GRADIENT 1:30

GRADIENT 1:50

N.V

FFL 105.20

LETTER BOX m 5.28

SUMMIT OF APRON SURFACE DRAINAGE

C.S

1750

RWDP

675

SCREED TO FALL GRADIENT 1:50

PLANTING STRIP

700

S28 TL 105.100 IL 104.499

LOUNGE

SCREED TO FALL GRADIENT 1:50

( 2M FROM BOUNDARY LINE )

1400

600MM HIGH PLANTER BOX

L FAL

SHELT ER ABOV E

L FAL TO 0 T 1:5

1100

FFL 105.20

OF ROOF

ED RE SC ADIEN GR

1400

FOOTPATH S.P

WR & HR

4700

FD 1HR FD 1HR

PL 105.10

FALL

S47 TL 105.100 IL 104.734

TEL

SCREED TO FALL GRADIENT 1:50

SPR

RWDP

ABO VE

RWDP

C.S

PUBLIC GARDEN T.F

3025

T 1:1 IEN AD GR MM MP M RA E : 100 0M RIS N : 120 RU

3100

LIFT LOBBY

31R = 150 33T = 250 HANDRAIL = 50Ø N.V

S3 TL 105.100 IL 104.775

OF SLAB

E.F

1750

RWDP

FD 1HR

N.V

LINE

3600

1895

1900

2365

1700

C.S

DS VS

EXIT STAIRCASE TO EXTERNAL T.D = 8.2m

L TO FAL EED 1:30 SCR DIENT GRA

N.V

3450

FFL 105.20

SCREED TO FALL GRADIENT 1:50

LINE

535

VS DS

S2 TL 105.100 IL 104.800

N.V

FFL 105.20

C.S

= RISER

C.S

N.V

FFL 105.20

1950

N.S

SCREED TO FALL GRADIENT 1:50

C.S

MDF ROOM

6000

3000

DRAINAGE CELLS LAID TO FALL TO RWDP/RWO

.10 105 N.V PL T.M

850

TER ROOM

RWDP

HANDICAP LOT 2

800

850

T 1:20 IEN AD GR MM MP RA E : 100 0MM RIS N : 210 RU

850

1400

B.I TO

FFL 105.20

S26 TL 105.100 IL 104.445 RWDP 850

FALL

4800

N.V

2200

800

5000

5200

4600

HANDICAP LOT 1 C.S

3650

N.V

SCREED TO FALL GRADIENT 1:50

7 FALL

C.S

SCREED TO FALL GRADIENT 1:50

3200

RWDP

LOUNGE

850

CDR FFL 105.20

FALL

1250

AY EW T RIV OIN ED FP WID OF 4M ROP D

5205

N.V

2000

C.S

3250

FFL 105.20

L TO FAL EED 1:30 SCR DIENT GRA

FFL 105.15

3000

7000

900

FALL

1650

1450

4320

850

CONSUMER SWITCH ROOM

6350

65 50

APRON WALKWAY

4500

2700

S29 TL 105.100 IL 104.474

EXIT

850

N.V

1200

.05m = 27

7000

C.S

2000

LOT 18

6M WIDE DRIVEWAY

S30 TL 105.100 IL 104.453

FALL

850

C.S

RA VE

S46 TL 105.150 IL 104.777

LOT 17

9600

2900

1010 205 CLEAR

850

FFL 105.20

L TO FAL EED 1:30 SCR DIENT GRA

2950

S31 TL 105.100 IL 104.427

3600

1400

WATER TRANSFER TANK ROOM

N.V

R H.

300MM WIDE SCUPPER DRAIN

LOT 16

FALL

FALL FALL

6600

FALL

FALL 1050

C.S

GENERATOR ROOM S36 TL 105.100 IL 104.426

4300

RWDP

FFL 105.20

L FAL TO 0 T 1:5

IC 3 TL 105.100 IL 104.072

2500 S32 TL 105.150 IL 104.397

WATER PUMP ROOM

2000

WET RISER TANK AND PUMP ROOM

ED RE SC ADIEN GR

N.V

LOT 15

SCREED TO FALL GRADIENT 1:50

S35 TL 105.100 IL 104.355

RWDP

L FAL TO 0 ED T 1:3 RE SC ADIEN GR

PL 105.20 C.S

LOT 14

FALL

SCREED TO FALL GRADIENT 1:50

L FAL TO 0 T 1:6

S37 TL 105.150 IL 104.388

LANDSCAPE

S43 TL 105.100 IL 104.483

BIN CENTRE

LOT 13

9600

SCREED TO FALL GRADIENT 1:50

850

L FAL TO 0 ED T 1:3 RE SC ADIEN GR

PED SLO ADIEN GR

3000

3545

S33 TL 105.150 IL 104.381

RWDP

05 38

S38 TL 105.100 IL 104.358

3700

GARAGE DOOR TO DETAIL

LOT 12

S34 TL 105.150 IL 104.353

L FAL

4M WIDE PUBLIC WALKWAY

FALL

LOT 11

6.6M WIDE DRIVEWAY

2305

95 36

FALL

4105

3300 IC 1 TL 105.100 IL 104.350

RWDP

IC 2 TL 105.100 IL 104.245

SITE BOUNDARY LINE

3300

4400

2400

LOT 1 S39 TL 105.100 IL 104.319

LOT 10

9600

LL FA

4800

FALL

2400

LL FA

FALL

2400

6.6M WIDE DRIVEWAY

4800

2400

LOT 2

( 9M FROM BOUNDARY LINE )

2400

S53 TL 105.100 IL 104.297

SITE BOUNDARY LINE

IC 17 TL 105.100 IL 102.814

PROPOSED EXTENSION OF WATERFRONT PROMENADE

1 : 200 FIRST STOREY PLAN 0m 2.0m

DISTANCE (MM)

GRADIENT

TOP LEVEL (TL)

INVERT LEVEL (IL)

DROP LEVEL (MM)

DEPTH OF SUM (MM)

REMARKS

S1 S2 S3 FROM S1

5305

1:200

105.100 105.100 105.100

104.800 104.800 104.775

300 300 325

S3 FROM S2 S4 S5 S6 S7

5305 5835 4565 4565 5215

1:200 1:200 1:200 1:200 1:200

105.100 105.100 105.150 105.100 105.100

104.075 104.746 104.724 104.702 104.676

25 22 22 26 25

325 354 426 398 424

5150

1:200

105.100

104.651

449

CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING CONDUIT DRAIN CLOSED DRAIN WITH MS HEAVY GRATING conduit

900

S40 TL 105.100 IL 104.292

FALL

PHYSICAL BUFFER

2400

FALL

7000

LOT 9

3945 FALL

FALL 2400

2000

LOT 8

FALL

LOT 7

FALL

FA LL

LOT 6

FA LL

LOT 5

FALL

LOT 4

LOT 3

FALL

S45 TL 105.100 IL 104.320

LOT 23

S44 TL 105.100 IL 104.351

SUMP

10m

MH -5 105 .00 IL TL

100 0 .65 0

8450

1:200

105.100

104.608

491

S10

3950

1:200

105.100

104.589

510

S11

8900

1:200

105.100

104.546

554

S12

4590

1:200

105.100

104.523

576

S13

3700

1:200

105.100

104.505

594

S14 FROM S13

3935

1:200

105.100

104.487

613

S14 FROM S25 S15 S16 S17 S18 FROM S15 S18 FROM S17 S19 S20 S21 S22 S23 S24 S25

6000 5075 5115 5820 6000 6000 2995 6000 6000 5425 3140

1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200

105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100

104.487 104.659 104.688 104.663 104.634 104.634 104.604 104.574 104.559 104.529 104.499 104.472 104.457

30 25 25 29 30 30 15 30 30 27 15

613 441 412 437 466 466 496 526 541 571 601 628 643

S26 S27 FROM S21 S28 S30 S31 FROM S30 S31 FROM S26 S32 S33 S34 S35 FROM S34 S35 FROM S38 S36 FROM S4

6000 6000 4275 5345 3665 6000 4800 5600 3735 4685 12890

1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:200 1:100

105.100 105.150 105.100 105.100 105.100 105.100 105.150 105.150 105.150 105.100 105.100 105.100

104.445 104.529 104.499 104.453 104.427 104.427 104.397 104.381 104.353 104.355 104.355 104.426

30 30 21 26 18 30 16 28 18 23 129

655 571 601 647 673 673 753 769 797 765 765 674

S37 S38 S39 FROM S35 S40 S41 FROM S40

3800 3005 3230 5500 4845

1:100 1:100 1:200 1:200 1:200

105.150 105.100 105.100 105.100 105.100

104.388 104.358 104.319 104.292 104.268

38 30 16 27 24

762 742 781 808 832

S41 FROM S45

10415

1:200

105.100

104.268

832

S42

53100

1:200

105.100

104.003

265

1097

S43 S44

26460

1:200

105.100 105.100

104.483 104.351

132

617 749

S45 S46 S47

6310 18635

1:200 1:200

105.100 105.150 105.100

104.320 104.777 104.734

31 93

780 323 366

S48 S49 S50 FROM S14

4290 6430 10090

1:200 1:200 1:200

105.150 105.100 105.100

104.713 104.681 104.437

21 32 50

437 419 663

S50 FROM S49

48860

1:200

105.100

104.437

244

663

S51

5280

1:100

105.100

104.385

715

S52 S53

6000 2830

1:100 1:100

105.100 105.100

104.325 104.297

60 28

775 803

S54

21100

1:100

105.100

104.086

211

1014

S55 S56 FROM S42

4600 23300

1:100 1:200

105.100 105.100

104.040 103.786

46 116

1060 1213

S56 FROM S55 S57

6000 39867

1:100 1:200

105.100 105.100

103.786 103.687

60 200

1213 1413

S29

5110

1:200

105.100

104.474

626

20m TABULATION OF INSPECTION CHAMBER

SCALE 1: 200

ROAD LINE

DRAINAGE INTERPRETATION

OWNER'S DECLARATION

NOTE:

LEGEND:

BDL: BI: C SCREED: DS: ELEC: FD 1HR: FT: FW: GT: HR: S.W H.W P.T H.S: H.T: IC:

MDL: MH: N.S.: NV: RWDP: RWO: SCV: T.F: S.P STR: TEL: TD: VP: VS: WR: WTR:

DISTANCE (MM)

GRADIENT

TOP LEVEL (TL)

INVERT LEVEL (IL)

DROP LEVEL (MM)

DEPTH OF IC/MH (MM)

PIPE SIZE (MM)

REMARKS

IC 1 IC 2 IC 3 IC 4 IC 5 IC 6 IC 7 IC 8 IC 9 IC 10 IC 11 IC 12 FROM IC 11 IC 12 FROM IC 10 IC 13 IC 14 IC 15 IC 16 FROM IC 18 IC 16 FROM IC 15 IC 17 EXISITING MH

6310 10385 21765 6475 9085 17900 4590 2260 5685

1:60 1:60 1:60 1:60 1:60 1:60 1:60 1:60 1:60

105.100 105.100 105.100 105.150 105.100 105.100 105.100 105.100 105.100 105.100 105.100 105.100

104.350 104.245 104.072 103.710 103.603 103.452 103.153 103.077 103.684 103.647 103.589 103.495

105 173 362 107 151 298 76 37 94

750 855 1028 1440 1497 1648 1946 2022 1416 1453 1511 1605

150 150 150 150 150 150 150 150 150 150 150 150

FIRST IC FIRST IC FIRST IC -

9140

1:60

105.100

103.495

152

1605

150

5665 5110 8021 5100

1:60 1:60 1:60 1:60

105.100 105.150 105.100 105.100

103.401 103.316 103.183 102.993

94 85 133 85

1699 1834 1917 2107

150 150 150 150

11405

1:60

105.100

102.993

190

2107

150

10690 6500

1:60 1:40

105.100 105.000

102.814 100.650

178 2164

2285 4350

150 200

REQUIRES BACKDROP AT CONNECTION TO MH

BUILDING AND CONSTRUCTION AUTHORITY APPROVED UNDER SECTION 5/ SECTION 5A OF THE BUILDING CONTROL ACT (CAP29) Project Ref No:

2 Building Plans Complying with Acceptable Solutions in Approved Document

I, _____EDWIN LAM____, hereby certify, subject to any waiver/ modification granted under section 6A of the Building Control Act (Cap 29), that (a) the preparation of these building plans are in accordance with the Building Control Regulations; and (b) the buildings/ building works shown on these plans are in accordance with the provisions of the provisions of the Building Control Regulations and the acceptable solutions in the Approved Document.

Rev.

Date

Description

Landowner/ Developer: LIM

Author: Architect/Engineer/Planner EDWIN - P1503418

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

Drawing Title:

FIRST STOREY PLAN BP

Project No.:

Drawing No.:

FIRST STOREY PLAN

Project Code:

Scale: 1 : 200

Date: 11/12/17

Drawn: EDWIN

Checked: LIM

BUILDING AND CONSTRUCTION AUTHORITY

JA LA N

G TIN AN PL

5 ( 7.5M

Project Ref No:

( 3M

R FE UF LB

RIP ST

ICA YS PH

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

INE YL AR ND ) OU LINE RY EB UNDA SIT M BO FRO

R O AD

Y R O EG AT C

BE SA R

W EL D

UNDA M BO FRO

RY LINE )

2 0 300

I H

0 110

0 170

0 270

KET POC AIL M THK DET 50M R TO DOO

5 220

O RW DP/ RW 0 100

L ICA YS PH

0 285

VE ABO

0 160

T.D = 8.79m

= 8. AY

360

LINE

( 9M

M BO FRO

RY UNDA

LINE

)

R Q O

G TIN AN PL

BAL VE Y ABO CON

E SIT

M BO FRO

RY UNDA

LINE

)

E LIN RY DA UN BO

RIP ST

( 2M

0 200

0 300

ER FF BU

0 700

0 580

40 101

FALL

MUN

0 429 0 180

ING SLID

SS GLA ED PER DETAIL -E TEMLL TO LOW WA M THK TAIN 20M EL CUR PAN

670

D TO SCREE

COM

0 920

VE Y ABO

600

L FF N.V H.W

FALL

0 399

E OF LIN

Description

DS VS

0 155

L FF N.V H.W

5 123

DP RW O /RW

Date

0 140

N.V

560

DP RW O /RW

Rev.

0 945

L FF S.W

N.V

FALL

Y ON LC BA 128.20

L 128 FF N.V C.S

D TO SCREE

0 310

5 339

OM RO ING .25

VE Y ABO

0 300

L FF 100 P.T

0 190

5 421

LIV

N.V

5 292

5 636

CON

5 161

960

STER M MA OO DR BE 128.25

L FF N.V H.W

0 280

BAL

FW FT

5 182

0 255

O RW

E OF LIN

0 140

60m

Y ON LC BA 128.20

0 235

FF C.S

N.V

0 280

/ WC TH BA 128.15

5 117

0 229

0 123

DP/ RW

810

0 190

0 207

CON

= 11.

NG .25 DINI L 128

L 128 FF N.V C.S

0 127

100

BAL

T.D

OM RO

OM RO ING .25

DP RW

E OF LIN

0 200

L FF S.W

175

N.V

0 120 200

0 100

150

L FF S.W

175

850

DP RW

M OO DR BE 128.25

D TO SCREE

0 180

5 301

M OO DR BE 128.25

0 295

0 290

FD 1HR

ID VO

5 252

600

900

N.V

0 109

H.S

.25 L 128 FF N.V C.S 0 120

490

650

5 135

0 250

= 14.9

810

0 230

N.V

LIV

0 120

5 312

0 315

N.V

5 188

N.V

0 135

N.V

0 208

525

5 242

0 535

5 145

STER M MA OO DR BE 128.25 L FF S.W

L 128 FF N.V C.S 0 305

T.D

DP/ RW O RW

0 249

OM RO NG .25 DINI 128 L FF C.S

150

STER M MA OO DR BE 128.25 L FF S.W

5 257

100

450

810 810

530

OM RO ING .25

350

900

650

0 200

N.V

DP RW DS VS

0 150

5 147

N.V

100

0 100

FF P.T

FLOW

L FAL TO EED 1:30 SCR DIENT GRA

0 190

880 0 137

/ WC TH BA L 128.15

GE ERA

DP RW

900

FW DS VS DP 0 RW 120 DS FT

810

0 105

FREE

N.V

850

N.V

COV

0 204

0 100

810

A.C

FF P.T

01m

0 100

5 327

5 132

/ WC TH BA L 128.15

= 10.

L FF H.T

500

0 245

T.D

610

5 357

0 150

N.V

N HE KITC 128.20

810

FD 1HR

H.S

.25 L 128 FF N.V C.S 0 120

0 100

810 N.V

H.R

0 150

O RW

0 120

L FF P.T

DP/ RW

L 128 FF N.V P.T

0 135

L 128 FF N.V P.T

L FF P.T

100

505

RD YA .15 50

= 28.1

L FF H.T

/ WC TH BA 128.15

810

N HE KITC 128.20

FLOW

FT VS DS

IDOR RR CO

790

0 240

0 535

L 128 FF N.V C.S 0 300

RD YA .15

580

FREE

0 350

A.C

0 170

0 1:20

0 189

FLOW

500

5 381

0 101 AR CLE

0 120 0 180

0 150 OR DIENT RID E COR AT GRA WID DRAIN MM 150 PPER SCU

DP RW VS DS

0 120

0 795

O RW

DE M WI 1.5

G AT G LIN RAI LANDIN IUM ASE MIN ALU STAIRC M THK VE 50M 0MM ABO 100

FALL D TO 1:50 SCREE NT GRADIE

DP RW

0 150

0 1:20

ASE DIENT IRC E STA AT GRA WID DRAIN MM 150 PPER SCU

0 100

EXIT

0 177

FALL

5 310

OM RO ING .25

DP RW

200

0 100

0 150

IDOR RR CO DE 0 M WI 327 1.5

1:12

FF C.S

D SCREE FALL TO

LIV

UMN COL

0 290

0 120

0 125

0 180

0 163 AR CLE

TO FALL SCREED 1:30 T GRADIEN

0 120

T. .3m D 2W

5 594

0 170

600

34 m

100

0 185

5 106

600

4.96m

= 30

0 890

5 148

5 401

Y= 1 WA

VE RA GE

5 269

5 224

970

0 150

T.D

LIV

0 300

FALL

0 150

DIE

850

= 9.1 7m

OM RO NG .25 DINI L 128

N.V

R.C

Landowner/ Developer: LIM

5 159 0 250

0 700

0 430

0 220

10 11 R FE UF LB ICA YS PH

0 200

P GRA

800

FF O RW

FF C.S

N HE KITC 128.20 L FF H.T

500

T.D

/ WC TH BA 128.15

5 212

150

OM RO NG .25 DINI L 128

900

0 200

RAM

850

5 224 DP/ RW

FD 1HR

L FAL TO EED 1:30 SCR DIENT GRA

FAL TO EED 1:30 SCR DIENT GRA

H.S

5 142

600

FD 1HR

L FAL TO EED 1:30 SCR DIENT GRA

DP RW

O RW

.25 L 128 FF N.V C.S

0 100

950

0 765

Y ON LC BA L 128.20 VS

FD 1HR

T.D = 9.83m

150

600

FD 1HR

930

600

625

425

0 120 500

5 386

5 145

.25 L 128 FF N.V C.S

ELE

0 162 R EA CL

G AT

UP 0 100 R EA CL = 150 22R = 250 24T DRAIL HAN 50Ø = N.V

HR SPR

WTR

GAS

0 170

0 210

0 115

0 150

100

STER M MA OO DR BE

0 220

.25 L 128 FF N.V C.S

0 155 810

L FF N.V H.T 0 260

.25 L 128 FF N.V C.S

0 100

25m

H.S

0 154

L 128 FF N.V H.T

0 150

SCV

O RW DP RW

0 150

N HE KITC 128.20

N.V

N HE KITC .20

O RW DP RW

150

0 101

= 12.

FD 1HR

0 105

0 220

FLOW

FF P.T

= 8.5

5 212

H.S

LIN

ED PER DETAIL D TEM TO STE DOW FRO WIN M THK VRE 20M SS LOU DP GLA RW O /RW

DP RW

0 275

A.C

L FAL TO EED 1:30 SCR DIENT GRA

T.D

0 100

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/ WC TH BA L 128.15

150

0 220

600

O RW

300

A.C

DP RW

810

580

0 120

6 5 524

5 127

D TO SCREE

DP/ RW

FD 1HR

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THK MM X 700 DETAIL MM 300 ENGR'S TO

650

1:50

0 360

NT DIE GRA

0 307

NTE H PLA

IN R DRA PPE KING SCU THK BER DEC MM 300 OW TIM BEL

0 130

HIG

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1:50

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LS CEL GE L TO INA DRA TO FAL LAID PPER SCU

0 100

D TO SCREE

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AL UN MM CO L 128.15

FALL

O RW

2m = 8.4

T.D

IUM MIN ALU FFL M THK VE 50M MM ABO 900

FLOW

850

5 142

DP RW

T.D

DS VS

FREE

0 290

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

A.C

FREE

0 175

400 GRA

0 180

N.V

N.V 5 212

0 135 R EA CL

0 140

0 100 AR CLE

0 305

0 270

MM 600

400

0 100 R EA CL = 150 22R = 250 24T DRAIL HAN 50Ø = N.V

440

FALL D TO 1:50 SCREE NT GRADIE

L FF P.T

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

N UM

0 250

SE FU RE UTE CH

0 100

0 180

0 250

FD 1HR

N.V

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L FAL TO EED 1:30 SCR DIENT GRA

EXIT

700

0 101

FF C.S

0 136

530

0 259

L FAL 1:30

5 182

600

0 100

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0 100

DP RW O /RW

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0 100

0 240

FREE

DP RW

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TO EED SCR DIENT GRA

0 355

0 221 DP RW

0 190

VS 0 300

0 115

N.V

0 527

0 140

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5 232 FT

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0 470

0 165

FF P.T

0 175

0 165

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0 150

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0 125

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0 125

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0 165

870

0 215

L 128 FF N.V H.T

0 155

0 180

0 375

STER M MA OO DR BE

675

0 190

5 147

5 317

850

0 215

LINE

0 300

H.S

.25 L 128 FF N.V C.S

900

TO EED DIE SCR L GRA FAL

0 235

850

200

28m

N HE KITC .20

N.V 0 325

900

5 187

0 480

375

0 270

L FF S.W

LIV

5 217

400

0 130

0 205

M OO DR BE 128.25

= 18.

5 187

0 145

0 265

0 605

T.D

315

0 139

VE T ABO UNI

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0 145

N.V

0 115

0 255

0 150

L FF S.W

0 140

L 128 FF N.V C.S

N.V

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5 127

M OO DR BE 128.25

0 325

L FF S.W

0 150

OM RO ING .25

N.V

5 308

M OO DR BE 128.25

FF C.S

L FF N.V H.W

0 180

LIV

5 122

0 305

OM RO NG .25 DINI L 128

0 165

5 122

5 127

5 152 5 152

DP RW 0 135 0 270

0 160

L FF N.V H.W

O RW

L FF N.V H.W

50 116

VE Y ABO

0 135

0 309

DP RW

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DP RW O /RW

0 205

BAL

O RW

0 450

IN R DRA

IUM MIN M THK ALU TED H 20M COA WIT G DER DOW GLAZIN POW WIN SS D ING GLA M THK FIXE ED 50M MED SLIDPER TED COA FRA -E TEM DER LOW POW TICAL THK VER MM 200 FRAMED MM GAP MX 160 50M MINIUM WITH ALU VRES LOU

DP RW O /RW

IN R DRA

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MIT SUM

DP RW

0 270

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PPE SCU

Building Plans Complying with Acceptable Solutions in Approved Document

PPE

THK 0MM X 120 DETAIL MM 300 ENGR'S TO 0 585

0 519

Y ON LC BA 128.20

0 430

FALL

E OF LIN

0 260

FALL

M BO FRO

0 330

D TO SCREE

( 9M

)

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L ICA YS PH

ER FF BU

LINE

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0 250

5 354

5 230

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D TO SCREE

0 700

C B

RY UNDA

FIXE MED ZING AND FRA IUM SS GLA MIN ALU ED GLA M THK PER 50M -E TEM LOW LING RAI SS D GLA FIXE VE FFL M THK ABO

0 290

0 295

= 10 .82 m

GS TIN AN PL

SCALE 1 : 1000 LOCATION KEY PLAN

T.D

0 200

SIM LIM TOWER

E LIN RY ) LINE DA DARY UN O BOUN FROM EB ( 2M SIT IP TR

D TO SCREE

L NA CA R O CH RO

M THKDOOR 20M D W/ SLIDING

( 9M RY

EDWIN - P1503418

)

UNDA M BO FRO

LINE

( 2M

UNDA M BO FRO

RIP ST

Y AR ND OU EB SIT

G TIN AN PL

Author: Architect/Engineer/Planner

RY LINE )

E LIN

Project Description: PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

Drawing Title:

ROAD LINE

DRAINAGE INTERPRETATION

OWNER'S DECLARATION

NOTE:

LEGEND:

BDL: BI: C SCREED: DS: ELEC: FD 1HR: FT: FW: GT: HR: S.W H.W P.T H.S: H.T: IC:

1 : 200 TYPICAL STOREY PLAN 0m 2.0m

SCALE 1: 200 BRANCH DRAIN LINE BREECHING INLET CEMENT SCREED DISCHARGE STACK ELECTRICAL DISTRIBUTION 1 HOUR FIRE-RATED DOOR FLOOR TRAP FLOOR WASTE GULLY TRAP HOSEREEL STRIPWOOD HARDWOOD TIMBER DECKING PORCELAIN TILES HOUSEHOLD SHELTER HOMOGENEOUS TILES INSPECTION CHAMBER

MDL: MH: N.S.: NV: RWDP: RWO: SCV: T.F: S.P STR: TEL: TD: VP: VS: WR: WTR:

10m

TYPICAL STOREY PLAN BP

20m

Project No.:

Drawing No.:

TYPICAL STOREY PLAN

Project Code:

Scale: As indicated

Date: 11/12/17

Drawn: EDWIN

Checked: LIM

BUILDING AND CONSTRUCTION AUTHORITY

Project Ref No:

LINE

UNDA M BO FRO

( 7.5M

( 3M

R FE UF LB

RIP ST

ICA YS PH

UNDA M BO FRO

JA LA N

G TIN AN PL

ELEVATION 2

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

INE YL AR ND OU EB SIT

R O AD

Y R O EG AT C

BE SA R

W EL D

)

RY LINE )

0 300

I 0 450

R ST

ROO F KER B

1:50 NT L DIE FAL TO GRA EED SCR

DP RW O /RW

PPE

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E ROO WID O RW

R DRA PPE F SCU

IN AT

DIE GRA

0 1:10

FD 1HR

= 150 22R = 250 24T DRAIL HAN 50Ø = N.V

0 100 AR 200 CLE

SCU

EXIT

0 100

AND MM

EXIT

1000

0 100

0 180

600

T APE H PAR

0 435

HIG

600

360 0 100 AR CLE

0 100 R EA CL = 150 22R = 250 24T DRAIL HAN 50Ø = N.V

1:50 NT L DIE FAL TO GRA EED SCR OF ON N VISI PRO TILATIOFOR VEN NING OPE USE & REF YCLE REC TE CHU

NT POI

0 100 AR CLE

800

THK

0 101

FD 1HR

MIT

RID GE

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DP RW O /RW

SUM

O RW DP RW 0 260

FALL D TO 1:50 SCREE NT GRADIE

DN 0 565

0 180

0 475

DP RW

Rev.

0 355

0 250 0 270

5 127

1 ELEVATION 1

R FE UF LB ICA YS PH

7 K

0 200

)

M BO FRO

RY UNDA

LINE

)

E LIN RY DA UN O EB SIT

IP TR GS TIN AN PL

( 2M

Landowner/ Developer: LIM

R FE UF LB ICA YS PH

( 9M RY )

UNDA M BO FRO

LINE

( 2M

UNDA M BO FRO

RIP ST

Y AR ND OU EB SIT

G TIN AN PL

Author: Architect/Engineer/Planner EDWIN - P1503418

RY )

E LIN

LINE

Project Description:

1 : 200 LOWER ROOF PLAN 0m 2.0m

SCALE 1: 200

ROAD LINE

DRAINAGE INTERPRETATION

OWNER'S DECLARATION

BDL: BI: C SCREED: DS: ELEC: FD 1HR: FT: FW: GT: HR: S.W H.W P.T H.S: H.T: IC:

LINE

0 700

0 200

LEGEND:

RY UNDA

M BO FRO

0 700

Q O

NOTE:

( 9M

10m

20m

PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

Drawing Title:

LOWER ROOF BPPLAN

Project No.: BRANCH DRAIN LINE BREECHING INLET CEMENT SCREED DISCHARGE STACK ELECTRICAL DISTRIBUTION 1 HOUR FIRE-RATED DOOR FLOOR TRAP FLOOR WASTE GULLY TRAP HOSEREEL STRIPWOOD HARDWOOD TIMBER DECKING PORCELAIN TILES HOUSEHOLD SHELTER HOMOGENEOUS TILES INSPECTION CHAMBER

Description

FALL D TO 1:50 SCREE NT GRADIE

NOTE:

Date

0 275

1:50 NT L DIE FAL TO GRA EED SCR

100

0 375

O RW

03m = 27.

890

RAGE COVE

R DRA

5 216

H.R

1:50 NT L DIE FAL TO GRA EED SCR

DP RW

DP RW O RW 5 200

1:50 NT L DIE FAL TO GRA EED SCR

0 100

O RW

0 143

5 102

SCR

C.S

N TIO TILA AT VEN NING VE ABO BLE OPE MM 150 CCESSIEL UNA F LEV ROO VP DP RW

N TIO TILA AT VEN NING VE ABO BLE VP OPE MM 150 CCESSIEL UNA F LEV ROO

5 341

.5m

N.V

0 220

GE F RID

0 300

OM R RO TO .80 T MO L 203 LIF FF N.V

1:50 NT L DIE FAL TO GRA EED SCR

FF C.S

T.D =

0 310 ROO

0 480

1:50 NT L DIE GRA TO FAL EED

ID VO

0 290

0 120

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DP RW O /RW

0 120

TAN TER WA AL : 16 TOT

0 120

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.80 L 203 FF N.V C.S

5 179

0 120

1:50 NT L DIE FAL TO GRA EED SCR

1:50 NT L DIE GRA TO FAL EED

SCR

DP/ RW

R.C (UNA

0 890

H R.C 0 120 0 120

O /RW

0 380

HIG

O RW

1:50 NT L DIE GRA TO FAL EED

MM 100

DP RW

OF RO LE) FLATESSIB CC

1:50 NT L DIE GRA TO FAL EED

DP/ RW

0 330

O RW

SCR

)

LINE

DP/ RW

DP RW

1:50 NT L DIE GRA TO FAL EED

RY UNDA

O RW

SCR

M BO FRO

0 710

DP/ RW

5 230

0 330

1:50 NT L DIE GRA TO FAL EED

( 9M

(a) the preparation of these building plans are in accordance with the Building Control Regulations; and 0 355

5 354

0 355

R FE UF LB ICA YS PH

1 : 1000

C B

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

0 250

SCR

URA_SP_SITE KEY PLAN Copy 1

Building Plans Complying with Acceptable Solutions in Approved Document

0 290

0 295

0 430

SCR

G TIN AN PL

870

SIM LIM TOWER

INE YL ) AR LINE ND DARY OU BOUN B OM FR E ( 2M SIT IP

0 213

AL AN C OR CH RO

MDL: MH: N.S.: NV: RWDP: RWO: SCV: T.F: S.P STR: TEL: TD: VP: VS: WR: WTR:

Drawing No.:

LOWER ROOF PLAN

Project Code:

Scale: As indicated

Date: 11/12/17

Drawn: EDWIN

Checked: LIM

AMSL

BUILDING AND CONSTRUCTION AUTHORITY

2600

FFL 206.40 m URA_ROOF LEVEL

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

3600

FFL 203.80 m URA_FP_24

3600

FFL 200.20 m URA_FP_23

Project Ref No: 3600

FFL 196.60 m URA_FP_22

3600

FFL 193.00 m URA_FP_21

2 3600

FFL 189.40 m URA_FP_20

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

3600

FFL 185.80 m

Building Plans Complying with Acceptable Solutions in Approved Document

URA_FP_19

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

3600

FFL 182.20 m URA_FP_18

3600

FFL 178.60 m URA_FP_17

3600

FFL 175.00 m URA_FP_16

3600

FFL 171.40 m URA_FP_15

Rev.

Date

Description

3600

FFL 167.80 m URA_FP_14

3600

FFL 164.20 m URA_FP_13

7200

FFL 160.60 m

URA_FP_12 3600

FFL 153.40 m URA_FP_11

Landowner/ Developer:

3600

FFL 149.80 m URA_FP_10

ROAD LINE

URA_FP_09

LIM

3600

FFL 146.20 m

7200

FFL 142.60 m

Author: Architect/Engineer/Planner

URA_FP_06

DRAINAGE INTERPRETATION

EDWIN - P1503418

Project Description:

3600

FFL 128.20 m

3600

URA_FP_07 FFL 131.80 m

3600

URA_FP_08 FFL 135.40 m

URA_FP_05

3600

FFL 124.60 m URA_FP_04

PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

Drawing Title:

SCALE 1: 200

20m

URA_FP_01 FFL 105.10 m

BOUNDARY LINE

10m

7200 3600

SECTION AA

OWNER'S DECLARATION PLANTING STRIP ( 3M FROM BOUNDARY LINE )

1 : 200 SECTION AA 0m 2.0m

PHYSICAL BUFFER ( 7.5M FROM BOUNDARY LINE )

FFL 110.20 m

5100

SITE BOUNDARY

URA_FP_02

PHYSICAL BUFFER ( 9M FROM BOUNDARY LINE )

URA_FP_03 FFL 113.80 m

PLANTING STRIP ( 2M FROM BOUNDARY LINE )

FFL 121.00 m

Project No.:

Drawing No.:

SECTION AA

Project Code:

Scale: 1 : 200

Date: 11/12/17

Drawn: EDWIN

Checked: LIM

MI L

H K

BUILDING AND CONSTRUCTION AUTHORITY

AMSL FFL 206.40 m URA_ROOF LEVEL

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

FFL 203.80 m URA_FP_24 FFL 200.20 m

Project Ref No:

URA_FP_23 FFL 196.60 m URA_FP_22 FFL 193.00 m

URA_FP_21 FFL 189.40 m

Building Plans Complying with Acceptable Solutions in Approved Document

URA_FP_20

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

FFL 185.80 m

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

URA_FP_19

FFL 182.20 m URA_FP_18 FFL 178.60 m URA_FP_17 FFL 175.00 m URA_FP_16 FFL 171.40 m

Rev.

Date

Description

URA_FP_15 FFL 167.80 m URA_FP_14 FFL 164.20 m URA_FP_13 FFL 160.60 m

URA_FP_12

Landowner/ Developer:

FFL 153.40 m URA_FP_11 FFL 149.80 m

ROAD LINE

URA_FP_10

FFL 146.20 m URA_FP_09 FFL 142.60 m

LIM

Author: Architect/Engineer/Planner URA_FP_08 FFL 135.40 m URA_FP_07 FFL 131.80 m URA_FP_06

DRAINAGE INTERPRETATION

EDWIN - P1503418

Project Description:

FFL 128.20 m URA_FP_05

Drawing Title:

FFL 124.60 m URA_FP_04

FFL 110.20 m 20m

URA_FP_01 FFL 105.10 m

SCALE 1: 200

SITE BOUNDARY

10m

PLANTING STRIP ( 2M FROM BOUNDARY LINE )

1:200 ELEVATION E4 0m 2.0m

BOUNDARY LINE

URA_FP_02

PHYSICAL BUFFER ( 9M FROM BOUNDARY LINE )

URA_FP_03

PHYSICAL BUFFER ( 7.5M FROM BOUNDARY LINE )

OWNER'S DECLARATION PLANTING STRIP ( 3M FROM BOUNDARY LINE )

FFL 121.00 m

FFL 113.80 m

PROPOSED ERECTION OF XX NO. OF BLOCKS OF 24-STOREY RESIDENTIAL APARTMENTS (TOTAL XX UNITS)WITH ROOF TERRACE ON LOTS 12345 AT JALAN BESAR PLANNING AREA

ELEVATION 2

BP Project No.:

Drawing No.:

ELEVATION 2

Project Code:

Scale: 1 : 200

Date: 11/12/17

Drawn: EDWIN

Checked: LIM

ARCHITECTURE DESIGN PORTFOLIO VOLUME III ARCHITECTURE THAT REDEFINES ITS FUTURE EXISTENCE