ar518 | design studio 5 portfolio | resurgence of lost identity: an aquaponic trading centre

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ar518 | design studio 5 portfolio

resurgence of lost identity: an aquaponic trading centre by zen. chang chee yoo


Contents :

01

02

03

04

[section through time]

[narrative literature review]

[five phases of recovery]

[micro site analysis]

[by gone treassure]

online researching

[soil reclammation]

[A Forgotten Place: Glory to Degradation]

group work / group 1 group work / group 1

[reclaimmation of the lost identity] visual narrative

narrative explorartion

[starting anew] narrative visual illustration

[the invisible danger] the mining phase

[the river's wrath] the farming phase

[the impetuous catastrophe] the tourism phase

visual narrative

A new module of socioeconomic phase one

[flood/stormwater harvesting] phase two

[zero waste symbiotic farming] phase third

[renewable energy harvesting] phase four

individual site planning & strategy

[neighbourhood programmes/buildings/visibility] [site access/parking/ dropoff/firefighting access] [climate: solar orientation, wind direction]

[waste recycling]

[acoustic dispersion]

[state of utopia]

[monsoon/rainwater runoff/land contour]

schematic collage

[soil condition/mine tailings]

phase five

schematic collage

[existing vegetation/local phytoremediation m [existing structures/relics/tailings] edia] pragmatic site analysis


UF2021/01 - Zen Chang Portfolio

05

[regenerating the lost industrail identity]

an integrated aquaponic socioeconomic centre

[site planning] drafts

[site morphology models] drafts

[site planning] diagram

[site masing] building scheme

06

[isometric drawing] site b1 site b2

[floor plan]

ground floor first floor plan second floor plan third floor plan

[section] section a-a section b-b section c-c section d-d section e-e section f-f

[elevation] site b1 front elevation rear elevation site b2 front elevation rear elevation

site b1-b2 ///north-west elevation ///sourth-east elevation

general arrangement drawings

07

[resurgence of industrialism] perspectives

[vertical farm] perspectives

[laboratory/institution] perspectives

[aquaponic facility] perspectives

[education facility] perspectives

[market] perspectives

[hawker centre] perspectives

[self pluck farm x fishing spot] perspectives

08

[fire safety]

services drawing

[sanitary layout] services drawing

[ventilation] services drawing

[water supply] services drawing

[illumination] services drawing

technical report


UF2021/01 - Zen Chang Portfolio

Chapter :

0 1 / 0 1

[section through time] group work / group 1

/model making/ The model is synthesized from a hypothetical and conceptual understanding of Sungai Lembing timeframe, which is presented in a sectional mode form its features the morphology of Sungai Lembing from its past mining settlement to its downfall and future speculations of a redevelopment.

We using different kind of material to make the model more interesting.Beside using modelling material,,we also try to explore some special material for the model.As example,cracked wood with good texture use to represent the rock strata of the section. Some small gadget also help to detail up the model. 01/ Reclammation of the Lost Identity


Past: Settlement

Present: Heritage

Futrure: Development

The drawing showing the past of Sungai Lembing, from foundation until the decline of the tin mining.

Drawing showing Sungai Lembing Museum which is the British officer house before, represent tourism industry has replace tin mining industry to support the economy of Sungai Lembing.

Ferriswheel connect with the tin mine represent the tin mining tourism can bring back the glory to Sungai Lembing. The small house represent the resident which move to city will come back to Sungai Lembing when the tin mining tourism can support the economy,

The bridges represent the transform from illegal mining period to tin mining under British company. PCCL is the main British company who develop the Sungai Lembing into tin mining town. Sungai Lembing had experience a glorious past under the development of PCCL company

The flooded tunnel with broken tramway represnt the negative impact of tin mining that caused the tunnel collapse and the decline of tin mining. The tramway model showing the tin mine become a trav el spot and the economy of Sungai Lembing has revive.


UF2021/01 - Zen Chang Portfolio

by gone treassure - Sungai Lembing Chapter :

0 1 / 0 2

[by gone treassure] group work / group 1

/narrative video/ The idea behind cinematic video is to record the sense of place, mood and experience throughout the architectural excursion into a film. Cinematic Visual Story - By observing the tangible elements (objects, artefacts, buildings and places) and intangible elements (culture, crafts, skills, stories, history, memory) of the place using multisensory approach, one can capture the poetic mood, ambience and atmosphere of the site based on the emotional response that it provokes. Group 1 - AR. FARAH GROUP Bygone Treasure - Sungai lembing Edited by : Fiona Tan Narrate by : Olivia Fong Voice over by : Hauii

01/ Reclammation of the Lost Identity

Sometimes, you will never know the true value of a moment, until it becomes the past. With every step we take today, We’re stepping on the grounds of resilience and sacrifice. Fought hard by the miners of the past, During the glory of the tin mine. But they knew that, with the struggles they face today, They’re developing strength they need tomorrow, Waiting for the glory days to be bestowed upon them. Like the light at the end of the tunnel. “Living is like tearing through a museum. Not until later do you really start absorbing what you saw, thinking about it, looking it up in a book, and remembering – because you can’t take it in all at once.” – Audrey Hepburn



UF2021/01 - Zen Chang Portfolio

[past]

Chapter :

reminicense;machine aesthetic

0 1 / 0 3

[reclaimmation of the lost identity] visual narrative

/model making/ the model aims to capture the essence of Sungai Lembing in its different periods, particularly during the mining era, the reminicense of heritage in the present days and the future speculation of the architecture development and recovery initiative

[present]

inheritance& transition;heritage

it was made with water colour paper and attached with multiple layers to capture the machine aesthetic of the Sungai Lembing, and how it plays a part in the development of the town.

[future]

rebuilding future;sustainable model

01/ Reclammation of the Lost Identity


mining cart

farming system cable car

driller jumbo

kiew wheel

lift shaft

solar harvesting mining cart

steam train microgrid

entrance shuttle

[past]

reminicense;machine aesthetic

drafts; narrative elemental narrative elements are derived from the site images, researches and history that are reflecting the identity and morphology of the Sungai Lembing. The model aims to capture the essence of Sungai Lembing in its different periods, particularly during the mining era, the reminicense of heritage in the present days and the future speculation of the architecture development and recovery initiative

transgeneration

[present]

inheritance& transition;heritage

[future]

rebuilding future;sustainable model


UF2021/01 - Zen Chang Portfolio

Chapter :

0 1 / 0 3

[reclaimmation of the lost identity] visual narrative

/model making/ the model aims to capture the essence of Sungai Lembing in its different periods, particularly during the mining era, the reminicense of heritage in the present days and the future speculation of the architecture development and recovery initiative it was made with water colour paper and attached with multiple layers to capture the machine aesthetic of the Sungai Lembing, and how it plays a part in the development of the town.

Reminicense Disconnection/Inheritance

Disconnection/Inheritance

[past]

[present]

Story of Sungai Lembing started with tin mining. It became one of the biggest underground tin mine in the world and an active exporter with the help of British infrastructure such as mining cart, driller jumbo, steam locomotive, underground lift shaft & etc.

the middle part of the model is a disconnection betw picting how the heritage was mostly buried and evap

reminicense; machine aesthetic

The model extracted machineries parts from the past and presented it in a collage and layered from to remind us of the industrial aesthetic of the golden era.

01/ Reclammation of the Lost Identity

inheritance& transition;heritage

Eventhough most of the physical heritage elements a people remains in the town pass down the history an generation is what keeping the heritage alive, and th hope of Sungai Lembing


Disconnection/Inheritance

ween the 'past' and 'future', deporated from the town.

are lost in the process, the nd the technique to the future he youth now become the new

Rebuilding Future [future]

rebuilding future;sustainable model

in the far future, Sungai Lembing has moved on from mining industry and develop self-sustainable economy through farming activities using the vast land opportunity they have in a the least destructive manner. They too managed to bring back the technological and engineering advancement which contribute to the tuture developoement.


UF2021/01 - Zen Chang Portfolio

Chapter :

0 2 / 0 1 [narrative literature review] online researching

/project brief/ In 2nd project, students will extract journals, publications, and literature reviews to interpret the historical culture, mining heritage, socio-culture & Mining elements of Sg Lembing Pahang to generate ideas and formulating conceptual narrative-driven design based on the unit themes stated earlier. In finding a design strategy, literature review helps to expand one personal knowledge in producing richer and more detailed design solutions. It is a more efficient strategy to develop a critical design proposal with preconceived ideas (supported by rich, detailed, scholarly articles) than initiating a project from tabula rasa. Project will determine your individual’s project design intent, direction and project outcome of final project (P3). All the tasks and assignments issued throughout the semester must be interrelated. The research theories, site analysis, findings, design interests carried out in P1 & P2 are vital in developing your final proposal.

02/ Rebuilding Identity

1

2

3

Assessment of land use and land cover changes in the Tasik Chini Catchment area, Pahang, Malaysia using the GIS

In Pahang, One Farmer’s Crops Show Agricultural Recovery is Possible

Sustainabl ment in th Malaysia

Muhammad Barzani Gasim, Mohd Ekhwan Toriman

aluminiuminsider.com

by Board Sience an

https://www.researchgate.net/publication/287683275_Assessment_of_land_ use_and_land_cover_changes_in_the_Tasik_Chini_Catchment_area_Pahang_Malaysia_using_the_GIS

https://aluminiuminsider.com/in-pahang-one-farmers-crops-show-agricultural-recovery-is-possible/

https://ww ter/14#44


International Journal of Tourism & Hospitality Review eISSN: 2395-7654, Vol 7, No 2, 2020, pp 54-62 https://doi.org/10.18510/ijthr.2020.726

Risk Assessment at Abandoned Tin Mine In Sungai Lembing, Pahang, Malaysia

THE EFFECT OF COVID-19 ON TOURISM AND HOSPITALITY INDUSTRY IN MALAYSIA, RESURGENCE IN THE POST-PANDEMIC ERA: A CONCEPTUAL CRITERION 1*,2

Md. Ashraful Azam Khan1*, Haslinda Hashim2 School of Business and Economics, Universiti Putra Malaysia, Serdang, Selangor, Malaysia. Email: 1*gs51238@student.upm.edu.my, 2haslinda@upm.edu.my th

th

Fares Yahya Alshaebi

th

Article History: Received on 04 November 2020, Revised on 16 November 2020, Published on 18 November 2020

alshaebi@gmail.com

Abstract Purpose of the study: This study aims to provide an overview of the key issues and challenges faced by the COVID-19 pandemic in the Malaysian tourism and hospitality industry, lessons learned from its devastating effects on the industry, and to contemplate possible solutions and strategies for post-pandemic recovery from a global perspective.

and

Wan Zuhairi Wan Yaacob Abdul Rahim Samsudin Esmail Alsabahi

Methodology: This is a conceptual study. In doing so, a comprehensive review of the most recent selected literature was gathered from academic and online news portal and relevant online platforms to extract the current state of the art knowledge. Based on the conceptual analysis, this study unfolds the uncertainties about the critical outcomes of the past events to provide some significant insights focusing on the COVID-19 pandemic, which is denoted as post-crisis analysis based on current and past events.

Effect of Sg. Lembing Morphology due to Sedimentation and Extreme Flood Event Nadiatul Adilah Ahmad Muhammad Azman Shah

School of Environmental Science and Natural Resources, Faculty of Science and Technology, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor

It is revealed that when the current COVID-19 pandemic crisis ends the visitor is not comfortable as before to travel to a tourism destination, dine in at the restaurant and stay at a hotel (Gursoy & Chi, 2020). This reflects that we are unable to return to normal because the normal that we had was precisely the problem (Benjamin, Dillette, & Alderman, 2020). If we are back to the old normal, in such case the theory of black swan would be confirmed. According to the theory an unprecedented event of major socioeconomic effect, such as the Covid-19 pandemic, has passed, it becomes inappropriately rationalized, assuming such occurrence was predictable, and things get back to normal 'as usual' ignoring the benefit of its

54 |https://giapjournals.com/ijthr/index

Farahin *Corresponding author nadiatuladilahump@gmail.com

A study on river morphology was conducted at Sg. Lembing, Kuantan, Pahang. The major contribution to the depositional process in the river is the sediment which is composed by granular materials that have variety size and type. Excess sediment could cause the river level increase that can cause changes of the river morphology. This study focused on changes of river morphology by determines the point of the river that has major changes. Three sampling Stations have been chosen based on the river changes between in year 2010 to 2015 which had been analyzing using Google Earth software. The locations of study area are in upstream (Station 1), mid-stream (Station 2) and downstream (Station 3). Sampling data are collected in two day which is on 16 March 2016 and 23 March 2016. Sediment particles in every station were classified based from United State Army Corps Engineer [1] table. The data from Department of Irrigation and Drainage and Malaysian Meteorological Department are used for analysed rainfall pattern. As the conclusion, sediment sizes at Sg. Lembing are between 2.360mm to 0.425mm. The minimum and maximum total yearly rainfall data is 1443mm and 3775.5mm at 2008 and 2011 respectively.

Novelty/Originality of this study: This study exposes the vulnerability of an already gruesome Malaysia tourism and hospitality industry in the context of the Covid-19 pandemic based on the post-crisis analysis in relation to the current and past events, and consequently suggested some critical sustainable resilience strategies for a resurgence in the post-pandemic period from a global point of view.

The alarming spread of the coronavirus infection (COVID-19) has halted the world, especially hitting the tourism and hospitality industry most severely. Unexpected travel restrictions and border closures for most countries across the world have caused millions of livelihood and jobs lost. In the tourism and hospitality sector alone 100 million jobs were already lost and putting more than 197 million more jobs at the risk along with an estimated loss of 5.5 trillions of travel and tourism GDP in the current year due to prolonged travel restrictions and Movement Control Order (MCO) imposed by the nations (World Travel and Tourism Council, 2020). In Malaysia, the MCO was imposed by the government on 18th March 2020 and currently in the Recovery Movement Control Order (RMCO) stage until 31st December 2020. These actions are taken to curb the spread of this disease. In addition, while the ban on international tourists remains effective as the COVID-19 cases around the world continue to rise (Puvaneswary, 2020), the tourism and hospitality sector in Malaysia has already experienced losses of approximately RM 3.37 billion within the first two months of MCO period (Dzulkifly, 2020). Hotels are struggling to survive to the extent that 35% of hotels had to cease their operation temporarily. Malaysian Association of Hotels has estimated that there will be 60% loss of tourism businesses, and 15% of the hotel operators will not be able to survive and will completely close their operation by 2020 (Dw, 2020).

Nor

Abstract

Applications of this study: The practical implications of this paper is to assist the tourism and hospitality managers by providing a glimpse of the current and forthcoming challenges in the industry and to provide critical recovery strategies in the post-pandemic phase for the related tourism and hospitality operators to plan effective business strategies, activities and policies to adopt the new normal.

INTRODUCTION

Ghani*,

Faculty Civil Engineering and Earth Resources, Universiti Malaysia Pahang, Gambang, Kuantan, Pahang, Malaysia.

Main Findings: Based on the comprehensive review of the related literature this paper finds that both from the academic and industry perspective that the emphasis should be given to study, teach and engage with current tourism-related concepts and theories to provide a holistic pedagogy to rebuild and transform the tourism and hospitality industry rather than maintaining the current tourism and hospitality trajectory in the post-Covid 19 pandemic age.

Keywords: COVID-19 Pandemic, Tourism, Hospitality, Malaysia, Social Media Engagement, Movement Control Order (MCO).

Abdul

ABSTRACT

Keywords: Sg. Lembing, Rainfall pattern, River morphology, Sediment classification

Abstrak

The Sungai Lembing abandoned tin mining and processing activities 77 years lease to mine the area have resulted in the production of hazardous wastes, which contain high residual concentrations of heavy metals. Heavy metals (As, Pb, Zn, Cu, Cr and Ni) contained in the tailings are mobilised, migrate to the surroundings and cause severe and widespread contamination of soils, surface and ground waters and to river. For the purpose of this study, eight holes were drilled using hand auger, and sampling of contaminated soil was conducted at different depths and collected samples from surface for the tailings. The concentrations of heavy metals in this area exceed the limit allowed by Dutch list and Kelly Indices. Results showed that the concentrations of heavy metals in contaminated soils range between 101.71 mg/kg for Cr and 250311.4 mg/kg for Pb. Meanwhile, the maximum concentration of heavy metals in tailing deposits is 151839.32 mg/kg for Pb near the main potential sources of pollution (i.e. near the abandoned processing structure), and the minimum concentration is 96.04 mg/kg for Cr. The results suggest that there is a vital increase of heavy metal risk in this area. Polluted heavy metals dispersion (for examples from historical and active tailings impoundments and waste rock dumps), are mainly associated, at this site, with water transportation of mine waste through the flowing streams. Control measures of pollution routes and remediation measures at the site are urgently required.

Satu kajian mengenai morfologi sungai telah dijalankan di Sg. Lembing, Kuantan, Pahang. Sumbangan utama kepada proses pengenapan di dalam sungai adalah sedimen yang terdiri dari bahan-bahan berbutir yang mempunyai pelbagai saiz dan jenis. Sedimen yang berlebihan boleh menyebabkan peningkatan paras sungai yang boleh menyebabkan perubahan morfologi sungai. Kajian ini memberi tumpuan kepada perubahan morfologi sungai dengan menetukan titik sungai yang mempunya perubahan besar. Tiga stesen pensampelan telah dipilih berdasarkan perubahan sungai di antara tahun 2010 sehingga 2015 yang telah dianalisa dengan menggunakan perisian Google Earth. Lokasi kajian adalah di hulu (Stesen 1), pertengahan aliran (Stesen 2) dan hiliran (Stesen 3). Data pensampelan dikumpulkan dalam dua hari iaitu pada 16 Mac 2016 dan 23 Mac 2016. Partikal sedimen di setiap stesen diklasifikasikan berdasarkan Jadual United State Corps Army Engineer [1]. Data daripada Jabatan Pengairan dan Saliran dan Jabatan Meteorologi digunakan untuk menganalisa corak hujan. Sebagai kesimpulan, saiz sedimen di Sg. Lembing adalah antara 2.360mm sehingga 0.425mm. Jumlah data hujan tahunan minimum dan maksimum adalah 1443mm dan 3775.5mm masing-masing pada 2008 dan 2011. Kata kunci: Sg. Lembing, corak hujan, morfologi sungai, klasifikasi sedimen

KEYWORDS: heavy metals, abandoned mining, tin mine, tailings, Sungai Lembing

© Khan and Hashim

4

9

5

6

le Agriculture and the Environhe Humid Tropics (1993) Chapter:

The Effect Of Covid-19 On Tourism And Hospitality Industry In Malaysia, Resurgence In The Post-pandemic Era: A Conceptual Criterion

Risk assessment at abandoned tin mine in Sungai Lembing, Pahang, Malaysia

Effect of Sg. Lembing Morphology due to Sedimentation and Extreme Flood Event

on Agriculture and Board on nd Technology for International

by Md. Ashraful Azam Khan & Haslinda Hashim

by Fares Yahya Alshaebiing

by Sulong Mohamad, Noorazuan Md Hashim, Kadaruddin Aiyub & M.E. Toriman

ww.nap.edu/read/1985/chap46

https://www.proquest.com/ docview/266874576/C27FB5A3AB6E4BBAPQ/4?accountid=145113

https://www.researchgate.net/publication/279593033_Risk_assessment_at_ abandoned_tin_mine_in_Sungai_Lembing_ Pahang_Malaysia

https://www.researchgate.net/publication/279593033_Risk_assessment_at_ abandoned_tin_mine_in_Sungai_Lembing_ Pahang_Malaysia


UF2021/01 - Zen Chang Portfolio

Chapter :

0 2 / 0 1 [starting anew]

narrative visual illustration

/project brief/ In the past, Sungai Lembing was known as the El Dorado of the East due to its rich tin resources. Thrived over 100 years, Sungai Lembing's tin mining industry met its Doomsday as tin price fell. Accepting the catastrophe, the miners were forced to find a new way of life - agriculture, to sustain their livelihood. As good as it might sounds, agriculture brought even more devastation to the town. Due to mass deforestation and soil erosion and degradation, the runoff from the farming field flow into the river, causing sediment and making the town more vulnerable to flood. Today, 20.6% of land (741,495.000ha) in Pahang was occupied by oil palm plantation. The development of oil palm had caused loss much of forestland, particularly wetland forest and marshland. Based on the history, Sungai Lembing never had a sustainable socioeconomic from a sense of economy as well as ecological aspect, not until eco-tourism shed a light to this dying town. The question is, how long will the town thrived from the tourism industry, especially in this pandemic period where travel is prohibited, how are they going to survive without positive income? As economy is the backbone of a town, without a sustainable economy system Sungai Lembing might fall to the same fate again. The question is, how can industrial technology changed or improve the future of socioeconomic in Pahang, particularly in Sungai Lembing and transform it into a more sustainable economy activity in the long run, rejuvenating the dying town to be a place that both the elderly and the youth can rejoice once again.

Comic illustration storyline History (deforestation - mining activity - jobless agriculture) Anthropocene (Land use changes, sedimentation, flood, pollution, emotion)

02/ Rebuilding Identity

Transformation/Sustainability (Reclaim soil, future of socioeconomy, education, machine aesthetic)


[the invisible danger]

[the river's wrath]

[the impetuous catastrophe]

/soil pollution/ In the past, Sungai Lembing was known as the El Dorado of the East due to its rich tin resources in pit mining. With the arrival of British technology, the tin mining output reached its peak, though with a cost of abrupt change in the lancscape and ecosystem of Sungai Lembing. bruptly changing the landscape of Sungai Lembing,

/flood & water pollution/ To survive, the miners were forced to turn to agriculture. As good as it might sounds, agriculture brought even more devastation to the town. Due to mass deforestation and soil erosion and degradation, sediments like mud, sand and pebbles was wash down the river together with runoff, causing serious sedimentation and making the town more vulnerable to flood when the monsoon hits.

/obstructed access & pandamic/ With government intervention, tourism industry bloom in the land of Lembing. However, how long will the town thrived from the tourism industry?

the mining phase

The glory days of Sungai Lembing only lasted over 100 years, where the industry met its Doomsday as tin price crashed bottom. Since then, the industry has halted, factory and mine have all shut down at once, and their remnants later became a undesired threat Researches have found that soil and mine tailings around factory are highly polluted with heavy metal such as Nickel, Zinc, Copper, Lead and Arsenic.

the farming phase

Over the years, the increase in flood frequency and magnitude has caused intangible and tangible losses to the local community. However, due to low income level and short duration of flood, the local community makes minimum to no adjustment to their building structures in an effort to mitigate

the tourism phase

In Malaysia, the effect of COVID-19 has restrained the Visit Malaysia 2020 campaign. About 64% of Malaysia’s tourists came from China, Singapore, and Indonesia. However since traveling is prohibited in the midst of pandemic, it led to the cancellation of trips to Malaysia. As tourism industry is the focal element of Sungai Lembing economics and financial backbone, the town therefore received a heavy impact from this as well. When Sungai Lembing is attacked by flood as well, the town become almost inaccesible by outsider, making traveling even harder. Economy is the backbone of a town, without a sustainable economy system Sungai Lembing might fall to the same fate again.


UF2021/01 - Zen Chang Portfolio

Chapter :

0 2 / 0 1 [the invisible danger] the mining phase

/soil pollution/ In the past, Sungai Lembing was known as the El Dorado of the East due to its rich tin resources in pit mining. With the arrival of British technology, the tin mining output reached its peak, though with a cost of abrupt change in the lancscape and ecosystem of Sungai Lembing. bruptly changing the landscape of Sungai Lembing, The glory days of Sungai Lembing only lasted over 100 years, where the industry met its Doomsday as tin price crashed bottom. Since then, the industry has halted, factory and mine have all shut down at once, and their remnants later became a undesired threat Researches have found that soil and mine tailings around factory are highly polluted with heavy metal such as Nickel, Zinc, Copper, Lead and Arsenic.

02/ Rebuilding Identity


[arrival]

[mining settlement]

[capitalism]

[pollution]

The development of mining industries attracted many Chinese immigrants who came to the state in 18th and 19th centuries to work and develop the mine fields resulting in support to Malaya economy since 19th century until the falling of tin price in 1980s.

Many towns in peninsular Malaya was founded as a tin-mining community and Sungai Lembing, which once famous for being the world's largest and deep underground tin quarry, is one of them.

In 1906, Pahang Consolidated Company Limited (P.C.C.L) was formed and registered in England on 6th July 1906. It became monopolistic mining company and has right to collect taxes. PCCL built railway from S.L. to Pasir Kemudi in 1913 to boost the transportation of tin ore.

Since the abandon of tin mine, the tin mine was exposed to air and water due to constant flood and result in the formation of acid tin drainage, posing threats to the environment and health of living organism.


UF2021/01 - Zen Chang Portfolio

Chapter :

0 2 / 0 1 [the river's wrath] the farming phase

/flood & water pollution/ To survive, the miners were forced to turn to agriculture. As good as it might sounds, agriculture brought even more devastation to the town. Due to mass deforestation and soil erosion and degradation, sediments like mud, sand and pebbles was wash down the river together with runoff, causing serious sedimentation and making the town more vulnerable to flood when the monsoon hits. Over the years, the increase in flood frequency and magnitude has caused intangible and tangible losses to the local community. However, due to low income level and short duration of flood, the local community makes minimum to no adjustment to their building structures in an effort to mitigate

02/ Rebuilding Identity


[sunset industry]

[a second option]

[sedimentation]

[flooding]

in the late 19th century, tin price fall drastically and causing the drop of tin mine production and eventually bringing the tin mining industry to a collapse

eventually, the mines were closed due to high operational costs and low yields, forcing the mining workers to look for different option such as open field farming for survival

Due to the farming activity, Sungai Lembing lands were faced with a drastic morphology, many trees were cut down and occupied by farms, causing serious sedimentation to happen to the river.

Sungai Lembing is a rainy region and vulnerable to flood. As the sedimentation built up, the flood worsen each year and causing more damages to the town, as the river problem were not solved, this became a regular events the people of Sungai Lembing have to go through each year.


UF2021/01 - Zen Chang Portfolio

Chapter :

0 2 / 0 1

[the impetuous catastrophe] the tourism phase

/obstructed access & pandamic/ With government intervention, tourism industry bloom in the land of Lembing. However, how long will the town thrived from the tourism industry? In Malaysia, the effect of COVID-19 has restrained the Visit Malaysia 2020 campaign. About 64% of Malaysia’s tourists came from China, Singapore, and Indonesia. However since traveling is prohibited in the midst of pandemic, it led to the cancellation of trips to Malaysia. As tourism industry is the focal element of Sungai Lembing economics and financial backbone, the town therefore received a heavy impact from this as well. When Sungai Lembing is attacked by flood as well, the town become almost inaccesible by outsider, making traveling even harder. Economy is the backbone of a town, without a sustainable economy system Sungai Lembing might fall to the same fate again.

02/ Rebuilding Identity


[heritage tourism]

[instability]

[obstruction]

[helplessness]

seeing the value in the remaining tin mining heritage left in Sungai Lembing, Sungai Lembing was actively promoted as a tourism spot in Malaysia, attracting numerous visitors from outside and boost the local economy.

tourism is not a particularly stable economy. it can easily be affected due to various factors such as pandemic, flood or lack of advertising and such.

whenever a pandamic or flood events happens, it poses a big threat to the local economy model as it heavily depends on outsider tourist and their main income.

during these catastrophic events, the local has nowhere to earn money and either forced to leave the town to look for opportunity or depending on the help from outside, such as basic necessity like food, water and money.


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 0

01

02

[five phases of recovery] A new module of socioeconomic

/sustainable farming planning/ The task 2 will focus on designing a self-sustainable/ metabolistic?/expansible module system that can be configure or completed overtime (from present to future specutation of newer technology to be added in) as the development continues The proposal speculate that in every phases of the development, the overall project can still continue to function and continue to grow its economy to roll on for next phase. In the future, it is likely for high-tech based system to be more normalize and further reduce the initial construction and operation cost.

[soil reclammation]

[flood/stormwater harvesting]

/soil pollution/ Heavy metal pollution can result in adverse effects on plant growth, soil microbial diversity and activity, and apparently has a stronger impact on the genetic structure

/natural irrigation/ The aim of floodwater harvesting is to store flood water in artificial, closed ponds made of different materials Wet retention ponds are a stormwater control structure that provides retention and treatment of contaminated stormwater runoff.

phase one

The purpose of reclaiming the soil and to reduce the pollution is so that: /// safe for agriculture practice /// people can carry out daily/economy activity without negative impact ///objective prior to carrying out phase 2 : ground water retention

03/ Rebuilding Identity

phase two

To increase the water harvest, rainwater is collected from the roofs and ground. Because the region sometimes suffers from long periods of extreme drought, the plant is connected to the central pipeline system for safety reasons. /// reduce water consumption cost by active uptake of flood water into the irrigation system ///Retention of stormwater incase of a flood


03

04

05

[zero waste symbiotic farming]

[renewable energy harvesting]

[waste recycling]

/aquaponic system/ To increase the water harvest, rainwater is collected from the roofs and ground. Because the region sometimes suffers from long periods of extreme drought, the plant is connected to the central pipeline system for safety reasons.

/solar energy/ -

/waste composting tank/ Recycling will also take place in the aquaponic farm systems. Aquaponics is a closed-loop growing system that creates a symbiotic relationship between tilapia and vegetables.

phase third

/// hydroponic system that uses 95% less water than is normally needed to grow plants /// (Malaysia sarawak) Crop productivity (ratio of yield to area is 13.8x higher than conventional agriculture /// crops growth quality and freshness can be kept optimum under a greenhouse condition /// less deforestation and reduction of land required - less sedimentation and flood

phase four

Maximum productivity Microgrids can provide dynamic energy management and the resources required to support maximum productivity, sustainability, and energy efficiency. They can provide localized power generation and utilize renewable distributed energy resources to help deliver power and reach clean energy goals, while also allowing users more control and reliability. Additionally, microgrids can capture and repurpose CO2 emissions to help in crop production. Independance/Resiliency resilience from unexpected outages that could result in a loss in production. A key advantage of vertical farms is their ability to allow crops to grow year-round

phase five

The tilapia produce ammonia-based waste that is sent through a biofilter where solids settle out and the rest is broken down into nitrates. Those nitrates are then fed to plants growing in hydroponic beds. By absorbing the nitrates, the plants clean the water, which is returned to the fish. Meanwhile, food waste and agriculture waste will be transported to waste composting facility to breakdown the waste and recycle into compost and fertiliser


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 1 [soil reclammation] phase one

/soil pollution/ The physical and chemical properties of the mined soil have been disturbed by the mining activities. The soil structure is weak and unstable in supporting heavy loads. The essential nutrients that support plant have been washed away by the erosion agents. Therefore, soil improvement methods are required to prepare the soil suitable for the land use developments. The soil improvement methods can be classified into two types including, (a) improvement to support building load through soil compaction and foundation works and (b) improvement to support vegetation through revegetation processes.

03/ Rebuilding Identity

[phytostabilization] option one

[zero-valent iron nanoparticles (nZVI)]

[soil washing with strong chelating agent]

/extracting heavy metals through banana trees/ -

/extracting heavy metals through banana trees/ -

/extracting heavy metals through banana trees/ -

option two

The process includes transpiration and root growth that immobilizes contaminants by reducing leaching, controlling erosion, creating an aerobic environment in the root zone, and adding organic matter to the substrate that binds the contaminant. Microbial activity associated with the plant roots may accelerate the degradation of organic contaminants such as pesticides and hydrocarbons to nontoxic forms.

composed of a recirculating soil washing system and an electrochemical filtration device, which achieves high degrees of heavy metal removal from contaminated soil under a range of different concentrations and transform heavy metals, which are reduced to their zero-valent metallic states.

very cost effective compare to the other two Completely natural process with almost no harmful side effects. Carried out in situ for most applications with no dangerous transport Quick turnaround time to make soil and water useful

/// No excessive nutrient loss in treated soil /// no secondary toxic product is produced /// the high sustainability of the method /// feasible for agricultural use. Disadvantage extremely long treatment heavy metals accumulated in biomass may cause secondary pollution

option three

Chelating extraction of heavy metals from contaminated soils is seen as a remediation technique. This work addresses important consideration in the application of chelating agents for soil remediation, namely the complexing power, selectivity, and recoverability of the chelators with respect to heavy metal contaminants. require high consumption of chelating agents inefficient strategy to treat the washing effluent excessive soil nutrient loss after washing


Surin Deris, a settler in Bukit Goh, stands among his newly planted banana trees. Photo Credit: Bernama

[transpiration x phytoremediation]

case study

/phytoremediation/ The process includes transpiration and root growth that immobilizes contaminants by reducing leaching, controlling erosion, creating an aerobic environment in the root zone, and adding organic matter to the substrate that binds the contaminant. Microbial activity associated with the plant roots may accelerate the degradation of organic contaminants such as pesticides and hydrocarbons to nontoxic forms.

[case study] option one

/extracting heavy metals through banana trees/ “Many have said that former bauxite-mined land is infertile. But I feel that if forest trees can grow (on their own), then trees that are deliberately planted and cared for can grow even more,” he said. Some experts have stressed that bauxite-contaminated soil, if handled well and cleansed properly, could be rehabilitated within a relatively short period of time around Kuantan. “I believe the land can be restored in two years if it (remedial process) is done correctly,” Ahmad Fuad Embi, vice-president of the Malaysian Stormwater Organization, stressed at a symposium on sustainable mining back in February. “We have to try. If we don’t try, we won’t know.”


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 2 [flood/stormwater harvesting] phase two

/natural irrigation/ The aim of floodwater harvesting is to store flood water in artificial, closed ponds made of different materials Wet retention ponds are a stormwater control structure that provides retention and treatment of contaminated stormwater runoff. To increase the water harvest, rainwater is collected from the roofs and ground. Because the region sometimes suffers from long periods of extreme drought, the plant is connected to the central pipeline system for safety reasons. /// reduce water consumption cost by active uptake of flood water into the irrigation system ///Retention of stormwater incase of a flood

Tank Servicing Catchment/ Reservoir Filter River

Overflow

03/ Rebuilding Identity

W

ta e

u r r

f f no


schematic diagram of water harvesting plant

building the storage pond

water harvesting plant

[case study]

pilot plant in Lipopo, Oshana region

/Floodwater Harvesting/ The aim of floodwater harvesting is to store flood water in artificial, closed ponds made of different materials. To this end, the Oshana water is pumped into the storage reservoirs with a motor pump at the height of the rainy season, when the water quality is at its best. In 2011 and 2012, the pilot plant was established in Iipopo, a remote village in the southern Oshana region.

/Storage of Oshana floodwater/ The pilot plant for the storage of Oshana floodwater is a combination of different storage options. It consists of an underground tank and two ponds: one with a shade net roof and one covered by corrugated iron. The pilot plant has a total storage capacity of 400 m2. The water is intended to be used for irrigation purposes in the greenhouse and an open garden area. Market-ready vegetables can be grown inside the greenhouse, since the plants are protected from direct sunlight, wind, and pests.

/irrigation for the gardens / In addition to the storage tanks, the facility includes a greenhouse and an open garden area equipped with a water-saving drip irrigation system. The greenhouse and parts of the outside garden are jointly operated, meaning that the farmers share their work and revenues equally. Every farmer also has an own field which can be used for self-consumption or market production of fruits and vegetables. Ten people from Iipopo and neighbouring villages are using these gardens and the greenhouse for small-scale horticulture. All farmers were trained in how to prepare the soil and plant the seeds, how to supply the plants with fertiliser, and how to use the water efficiently. open field irrigation

greenhouse irrigation

http://www.cuvewaters.net/Floodwater-Harvesting.78.0.html


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 3 [zero waste symbiotic farming] phase third

/aquaponic system/ To increase the water harvest, rainwater is collected from the roofs and ground. Because the region sometimes suffers from long periods of extreme drought, the plant is connected to the central pipeline system for safety reasons. /// hydroponic system that uses 95% less water than is normally needed to grow plants /// (Malaysia sarawak) Crop productivity (ratio of yield to area is 13.8x higher than conventional agriculture /// crops growth quality and freshness can be kept optimum under a greenhouse condition /// less deforestation and reduction of land required - less sedimentation and flood

[mechanism]

[steps]

/aquaponic system/ Aquaponics is a combination of aquaculture, which is growing fish and other aquatic animals, and hydroponics which is growing plants without soil.

/aquaponic system/ Step One: Put Your Fish Tank Together. Step Two: Build Your Media Bed. Step Three: Add the Fish. Step Four: Add the Plants. Step Five: Maintain Your System.

sustainable symbiotic farming

These beneficial bacteria gather in the spaces between the roots of the plant and converts the fish waste and the solids into substances the plants can use to grow.

03/ Rebuilding Identity

sustainable symbiotic farming


[steps]

[steps]

Benefits

Consideration

hydroponic system that uses 95% less water than is normally needed to grow plants (Malaysia sarawak) Crop productivity (ratio of yield to area is 13.8x higher than conventional agriculture crops growth quality and freshness can be kept optimum under a greenhouse condition less deforestation and reduction of land required - less sedimentation and flood

high start-up costs, constant monitoring required, high power consumption from constant use artificial lights (although energy-efficient LED light technology is used), and power outage problems.

sustainable symbiotic farming

sustainable symbiotic farming

Energy Use: Field agriculture uses a free resource: the sun. The LEDs in vertical farms can be powered by solar panels, but this means capturing sunlight to then recreate the sun, all at a loss in efficiency. Freight Farm units require 150– 165 kWh per day to power the lights, heating, and ventilation. This is roughly equivalent to the annual energy consumption of five U.S. households. (LEDs, however, are projected to double in efficiency by 2030 and Plenty reported cutting energy consumption by 80% per kilogram of plants grown in 2018.) staple crops like rice and wheat have yet to come under large scale vertical farming projects. Low Emission Crops: Agricultural activities generate roughly one third of hu-


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 4 [renewable energy harvesting] phase four

/solar energy/ As vertical farm often consume a large portion of electrical energy due to the extensive use of mechanical ventilation and constant use artificial lights (although energy-efficient LED light technology is used), and power outage problems. therefore, installation of solar energy harvesting can significantly lower down the running cost of the farming programme and contribute lesser carbon gases to earth.

[micro grid]

[case study]

-Maximum productivity Microgrids can provide dynamic energy management and the resources required to support maximum productivity, sustainability, and energy efficiency. They can provide localized power generation and utilize renewable distributed energy resources to help deliver power and reach clean energy goals, while also allowing users more control and reliability. Additionally, microgrids can capture and repurpose CO2 emissions to help in crop production.

Bowery Farming created a facility wherein crop production is 100 times more efficient than traditional farmland. This generated a need for greater need for reliable, efficient power.

benifits

-Independance/Resiliency resilience from unexpected outages that could result in a loss in production. A key advantage of vertical farms is their ability to allow crops to grow year-round

03/ Rebuilding Identity

benifits

Thus, the company made the decision to integrate a hybrid microgrid system that would feature a rooftop solar array, natural gas generator and a lithium-ion battery energy storage system through an EaaS business model. Through EaaS, Bowery Farming saved upfront capital that can be used toward additional operational investments.


[modular microgrids] benifits

resilient, clean, and economical solution is perfectly suited for commercial and industrial facilities that need rapid deployment of a distributed generation system. Areas with a high risk of wildfires, hurricanes, and other extreme weather events benefit from the R2M2 system, because deployment times are significantly faster than a typical microgrid.

Traditionally, building a custom microgrid means that the various components are being integrated together for the first time. Our menu of pre-engineered and extensively tested options produce much more accurate results. We developed R2M2 to seamlessly incorporate renewable energy, energy storage, and dispatchable generation. The microgrid functions in parallel with the utility to provide energy savings. It also gives you the ability to enter island mode during grid outages to provide complete reliability and resiliency.


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 5 [waste recycling] phase five

/waste composting tank/ Recycling will also take place in the aquaponic farm systems. Aquaponics is a closed-loop growing system that creates a symbiotic relationship between tilapia and vegetables. The tilapia produce ammonia-based waste that is sent through a biofilter where solids settle out and the rest is broken down into nitrates. Those nitrates are then fed to plants growing in hydroponic beds. By absorbing the nitrates, the plants clean the water, which is returned to the fish. Meanwhile, food waste and agriculture waste will be transported to waste composting facility to breakdown the waste and recycle into compost and fertiliser

03/ Rebuilding Identity

[waste collection] types of waste product

Fruits, vegetables, dairy products, grains, bread, unbleached paper napkins, coffee filters, eggshells, meats and newspaper can be composted. If it can be eaten or grown in a field or garden, it can be composted. Items that cannot be composted include plastics, grease, glass, and metals -- including plastic utensils, condiment packages, plastic wrap, plastic bags, foil, silverware, drinking straws, bottles, polystyrene or chemicals. Items such as red meat, bones and small amounts of paper are acceptable, but they take longer to decompose. Add red meat and bones to only a well-controlled compost pile to avoid attracting vermin, pests and insects to partially decomposed meat scraps.


[compost fertiliser]

[compost fertiliser]

Sorting and shredding The decomposable materials in refuse are isolated from glass, metal, and other inorganic items through sorting and separating operations. These are carried out mechanically, using differences in such physical characteristics of the refuse as size, density, and magnetic properties. Shredding or pulverizing reduces the size of the waste articles, resulting in a uniform mass of material. It is accomplished with hammer mills and rotary shredders.

///Adds nutrients to the soil. Compost is humus—nutrient-rich soil. ///Introduces valuable organisms to the soil. Microorganisms, such as bacteria, fungi, and protozoa, decompose organic material. ///Recycles kitchen and yard waste ///Reduces landfill waste ///Good for the environment

production

Digesting and processing Pulverized waste is ready for composting either by the open windrow method or in an enclosed mechanical facility. Depending on moisture conditions, it may take five to eight weeks for complete digestion of the waste. Because of the metabolic action of aerobic bacteria, temperatures in an active compost pile reach about 65 °C (150 °F), killing pathogenic organisms that may be in the waste material.

benifits


UF2021/01 - Zen Chang Portfolio

Chapter :

0 3 / 0 6 [state of utopia]

A new module of socioeconomic

/schematic collage/ The model is a representation of a fully self-sustained farming system involving several use of mechanism and machines which also add to the machine aesthetic of Sungai Lembing. The design take into account of the site condition, climate and contour of our project site where it features a slope coming down from mountain. From there, vast amount of rainwater can be harvested due to the large amount of rainfall in Sungai Lembing, the rainwater is eventually filtered and use for farm irrigation. The paddy are submerged in the aquatic pond which is also used to rare fish, where the water are getting 'nutrients' from the fish waste and absorbed by the paddy, when it is ready for harvesting, a harvesting machine can collect the floating platform and trim it, the ready product are then dried and send to the market/ hawker centre. Waste product are then transported to the waste composting facility for further treatment, producing almost zero waste in the whole process.

03/ Rebuilding Identity


[state of utopia]

A new module of socioeconomic /schematic collage/ -

The paddy are submerged in the aquatic pond which is also used to rare fish, where the water are getting 'nutrients' from the fish waste and absorbed by the paddy, when it is ready for harvesting, a harvesting machine can collect the floating platform and trim it, the ready product are then dried and send to the market/ hawker centre.

The vertical farm gain its water source from both the retention tank as well as from the rainwater harvesting roof. The vertical farm share a similar aquaponic mechanism as the paddy field. The crops will then be transported down by a conveyor/vertical cart system.

The water retention tank also helps to slow down the water from travelling directly to the river and causing flood. To prevent internal flood within the project site, water will be released into the river when the water level is too high.

The facade or roof is attached with solar panel to harvest renewable energy to reduce the eletrical energy cost and the amount of carbon gases released from the vertical farm due to its vast uses of led lights and mechanical ventilation

During the farming activities as well as market & hawker programme, food waste and agriculture waste are produced. Waste product are then transported to the waste composting facility for further treatment, producing almost zero waste in the whole process.


UF2021/01 - Zen Chang Portfolio

S

Pahang, Malaysia

Chapter :

0 4 / 0 0 [micro site analysis]

W

individual site planning & strategy /site location/

Centre Town

Sungai Lembing Mining Site B (Old Processing Factory) Sungai Lembing, 26200 Sungai Lembing, Pahang

/project checklist/

O

Site Planning Strategy requires systematic consideration of the following contents:-

Su

i Lembing M nga

ine

04/ Site Analsis

T

SI

B TE

/// Zoning and usage of building. /// Building and Planning Authority guidelines /// Natural Physical Features (Landscape / vegetation) /// Man-Made Features (Infrastructures) /// Circulation, Transportation, Node /// Sensory, Sense of Place. /// Human and Cultural /// Environment and Climate /// Building Typology /// Proposed Programming (Activities & Building Usage)


[A Forgotten Place: Glory to Degradation] Su

M

ine

The past glory was no longer here, though once prosper with people and industries, it has degraded to remnants of bricks, concrete, and polution, nothing more.

Until today, this place is still left unhabited. As an approach to retrieve the lost identity of the town, I have pick this site to start with, to reutiliise, repurpose and repopulate the site with people, industries and opportunities.

SI

ng

It was the mother of the Sungai Lembing’s township.

As if the past has no longer matter, history was eradicated along the industrial identity of the people of Sungai Lembing.

B TE

This is where the tales of Sungai Lembing’s past glory began.


Residential

Chapter

a

04 / 01

Basketball Court

Residential area dominantly made up of Malay Population Potential user of the space b

[neighbourhood programmes/buildings/visibility]

Potential for youngster to come to this area neighbourhood structures a

b

c

d

Residential Malay Houses

Sport Basketball Court

Tourism Heritage Site

Tourism Accomodation

Propose Points of Attraction

Tin Mine Entrance

c neighbourhood events

Resort & Accomoation

Cafe

d

Residential area dominantly made up of Malay Population Potential user of the space

accomodation

basketball play

Despite locating at the outskirt of town, this area has variety of programmes going on, such as residential area and a basketball court towards the north, indicate that youngster (especially Malay) may cross by to this area.

eatery

Since the site is located near the a infamous tourist spot, the Sungai Lembing Tin Mine, the site is surrounded by a few resorts, hotels or accomodation that are also frequently visited by tourists.

heritage tourism

The folowing attraction points need to be establish to catch the tourist and local attention.


Chapter

Plans to widen the access road to be a standard double way road a

04 / 02

[site access/parking/dropoff/firefighting access]

View of access road a

b

North Entrance

South Entrance

Public parking Private spaces to be only accessible by staffs/students/reseacher eg, research facilities, aquaponic farm Public spaces to be accessible by public eg, market, exhibition hall

bridgin

As this spaces require more silent space, it should be place further away from the road

g the p

and pr

ivate

ublic

Exhibi

tion

Privat

e park

ing/dr

op off

Possib

Proposal

le con

Loading (Deliver Bay y tr pickup a uck rea) b

nectio

n to to

urist a

ccomo

dation

Future Expansion

Multiple Access

The access road is very slim, despite being the main road between Sungai Lembing-Kuantan, (some area can hardly accomodate more than a car width) therefore future expansion might be needed in order to facilitate transport

To propose multiple drop off points and parking spaces mainly for: 1)Public access 2)Loading Bay 3)Staff access in order to avoid confusion and to seperate private and public facilities.


Chapter

04 / 03

[climate: solar orientation, wind direction]

Buildings to be arranged in a linear form according to the wind direction to create a tunnel effect to save energy for mechanical ventilation

Shading facade towards West to avoid direct exposure

Agriculture activity to utilise the building perimeter and courtyard area to reduce eletricity needed

200°S

Solar Orientation towards South, slighly tilted to West for optinum sunlight gain from noon to evening

a

b

Maximum light gain

Solar harvesting

By having split blocks it allows sunlight to penetrate through the centre of the building, as well as the perimeter. More natural light gain means lesser energy spent, lowering down the running cost of the building. Vegetation wall also acts as a shading device to reduce are of exposure from the sun

Sitting in the Northern Hemisphere, the general rule for solar panel placement is, solar panels should face true south (geographical south) as solar panels will receive direct light throughout the day. It could also be orientated slighty to the south-west to collect more energy from noon to evening.

a

b

Cross Ventilation

Massing layout inefficient ventilation

195°S

creating wind tunnel effect

Single block

Split blocks

By having split blocks in a linear arrangement it allows wind to penetrate through the centre of the building at a high speed, local shophouses as a strategy to promote cross ventilation in building

ventilation


Residential site should not be disturbed by noise from Site B, machineries and programme with more noise should avoid north

Chapter

04 / 04 [acoustic dispersion]

i. possible sources of noise/acoustic: a

b

c

vehicle noise

basketball play

river stream

Adding Green Landscape as a natural acoustic barrier

ii. to avoid noise pollution for e

b

c

residential

accomodation

refreshment

More appropriate area for machinery area

Potential area to plant fruit trees as well

Resort and Hotel area should not be disturbed by noise from Site B, machineries and programme with more noise should avoid south

As the site is further away from town centre, there are no major noise pollution in this area, however, as the surround zoning are mainly for residential and accomodation, there are a few strategies proposed to avoid the sound pollution from site to affect the daily activities of inhabitants. a

b

natural barrier

strategic location

1. To plant trees along the site perimeter to reduce sound dissipate from the site 2. Locating the heavy macbinery work or noisy area to be further away from the said placs


Chapter

No rt

hea

st m

ons oon

04 / 05

[monsoon/rainwater runoff/land contour]

Rainy Days

Northeast monsoon

R. Humidity

Southwest monsoon - early March till late October, less rainfall, more sunny and tropical weather

Temperature

Northeast monsoon - late October till early March ever year, bringing heavy rainfall, powerful currents and unpredictable tempest of the monsoon season coming in from the South China Sea

Precipitation

Rainfall

Tank Servicing Reservoir River

Catchment/ Filter

ff uno

rr

te Wa

Due to Sungai Lembing rainy nature and its high tendency of ground and rainwater harvesting.

Overflow Catchment:

Reservoir: a temporary storage or retention pond that stores the water for aquaponic agriculture. the water here is then pump up to water internally.

So

uth

we st

mo nso

on

dirts, bacteria and impurities

Water tank:

Can be used for irrigation Saving freshwater consumption Improves water quality for river


Chapter

04 / 06

[soil condition/mine tailings]

a

Standard soil (Uncontaminated) As: 1 to 40 mg/kg Pb: 10 to 67 mg/kg Ni: 10 to 1000 mg/kg Zn: 1-200 mg/kg Cu: 2-50 mg/kg

As

c

Heavy Metal Contamination d

Cr

Pb

b

Cu

Ni

a

Zn

b

c

d

Sample

A

B

C

D

Dutch Standard

Arsenic (As) Lead (Pb) Nickel (Ni) Zinc (Zn) Copper (Cu) Chromium (Cr)

13817 158107.6 145130.0 146285 157207 104.4

6069.2 150997 142814 141578 145840 108.9

4906.0 149928 141019 136688 142879 102.7

2009.6 150354 140097 135886 142420 110

55 530 210 720 190 380

Most contaminated

As stated in Risk assessment at abandoned tin mine in Sungai Lembing, it is proven that soil near Sungai Lembing mines is subjected to serious heavy metal pollution. Particularly in Lead and Arsenic. The pollution was mainly caused by the mining activities happened in the past which formed wasteland, posing damage to natural drainage and pollution and the destruction of natutral habitats. Heavy metal pollution can result in adverse effects on plant growth, soil microbial diversity and even threaten human activity. If not taken care well, crops will absorb these heavy metal and cause heavy metal poisoning to both animal and human, posing a great threat to the site accesibility.


Chapter

04 / 07

[existing vegetation/local phytoremediation media]

trees

shrubs

panchira aquatic

cynodon dactylon

cinnamomum camphora

ailanthus altissima

ailanthus altissima

polutichum muinitum

phragmites australis

acadcoa melanocylon

[other effective phytoremediation media]

Kenaf Hibiscus - Pb

Agar Wood - Fe

Senduduk - Pb& As

jatropha curcas - Cu

Mexican primrose-willow (Ludwigia octovalvis) - As

Phytoremediation Studies on Soils Contaminated with Heavy Metals in Malaysia: A Review Article

potential phytoremediation media due to its high tolerance to contaminated soil


Chapter

04 / 08

[existing structures/relics/tailings]

Heritage or Dereliction? These tailings/artefacts left behind by the factory are valuable assets that should be preserved and represented in the new planning. Some potential material that can be reuse or adapted to the new building proposal are such as concrete & bricks platform, metal grill door, and old machinery parts. Old m

Machinery Parts Brickwall

Metal Hut

tform

ete Pla

Concr

N actory

ining f

Preserving the traces and remnants of mining factory with adaptive reuse method.

Bricks Platform

If not properly handled, pose a underlying threat to the site. Traces of heavy metal contamination and stagnant water that are not drained out properly might lead to dengue fever mosquito breeding will post danger to visitors.

Case Study: Convent de Sant Francesc by David Closes

Mining Tailings

Conc

rete

Platf

orm

Concrete Platform

The convent complex of Sant Francesc was originally built in the 17th century. After it was abandoned and demolished in 2000, only the church and some perimeter wall of the convent is left. The renovation of the building aims to strengthen the church without omiting the traces of deterioration as a approach to preserve the building history by enhancing its value, resulting in a unique crossover between ‘ancient x contemporary’


UF2021/01 - Zen Chang Portfolio

[user group]

East Coast Economic Region Development Council (ECERDC)

Chapter :

[regenerating the lost industrail identity]

an integrated aquaponic socioeconomic centre

Farmers

[A Stakeholder x Community Driven Economy Circulation Flow] 75% of the export income recirculate back to stakeholder

Stakeholders

Mechanical Engineer

investing in the facility

0 5 / 0 1

[stakeholders]

Unemployed

Flood&Rainwater Harvesting

/design statement/

Market Stall Owner

Pahang State Department of Agriculture: Hawker

Main User Group Farmers Ex-miners

Unemployed

Youth

Agriculture education/incubation

To reclaim the lost identity of Sungai Lembing that was eradicatd along with the mining industry by reforming the economy structure of Sungai Lembing in a sustainable manner to provide the town with continuous jobs, income and productivity and for the incubation of the youth generation

75% Export

Aquaculture

5% Home Researcher (Biology & Agriculture)

Students

Reseacher

05/ Building Scheme

20% Market& Hawker

University

Waste collection

Fertiliser


UF2021/01 - Zen Chang Portfolio

[building programmes scheme] Education Centre& Workshop

Research Laboratory

Chapter :

0 2 /

Seeds cultivation Lab

[state of utopia]

A new module of socioeconomic

Crops Growth space

Fish Tank

Germination Lab

Aqua Paddy Field

Drying Room

The proposal speculate that in every phases of the development, the overall project can still continue to function and continue to grow its economy to roll on for next phase. In the future, it is likely for high-tech based system to be more normalize and further reduce the initial construction and operation cost.

Packaging Room Waste Compost Centre Storage

Hawker Centre

Reservoir

/sustainable farming planning/ The task 2 will focus on designing a self-sustainable/ metabolistic?/expansible module system that can be configure or completed overtime (from present to future specutation of newer technology to be added in) as the development continues

Loading Bay (Export)

01/ Reclammation of the Lost Identity


UF2021/01 - Zen Chang Portfolio

Chapter :

0 5 / 0 2 [site planning] drafts

/manual sketches/ the project is located next to Sungai Lembing and its residential town, the site area given were 6 acres in total. The project take advantage of the natural slope on the east side to be the farming plot where the rainwater can travel down along the gradient through gravity. As the SITE B1 on the east side is closer to the residential area, it is to cater public functions such as hawker centre and market so that it is more easily accesible by the public, meanwhile the SITE B2 on the west will be used for institutional purpose.

05/ Building Scheme



001

002

00

programme placement

Access planning

connection

the west side is to be used for farming facility by reusing the heritage remnants platform. Whereas the east side will be used for market, hawker centre where it is accesible by the housing area.

multiple road access are planned to determine the drop off and loading as well as parking area. dotted line are the pedestrian walkway. vertical farm is split into two parts to create a wind tunnel for ventilation effect.

both sites are conne itation goods transp each programme to are established to w residential area and

basic massing

massing development

plane model


3

004

005

ns

structural framework

finalised model

ected by a bridge to facilportation and to connect ogether. entrance point welcome both locals from d tourists from the hotels

a framming model to formulate the more detail form and construction method for the site.

the final model comprised of various model technique to present the more established form of the project, showing the openings and basic structural design of the proposed buildings.

structural model

composite model


UF2021/01 - Zen Chang Portfolio

002

003

To Kua

Residen

ntan/ Main T own

tial are a

001

Drop Exhibi tion/ R&D

Exhibition space is right next to tourist accomodation to attract them to visit

/site morphology diagrams/

Placement Placement of programme according to surrounding context

/// Access Adding access point for public and private purpose such as drop off, loading bay and parking area

004

/// Connection Briding adjacent blocks of building to improve interconnection between programmes

Bridge b resea etween rch fa cility and fa rm

Natural Resources (Sun& Wind) Alter the building form to suit the microclimate

Connection Briding adjacent blocks of building to improve interconnection between programmes

05/ Building Scheme

Bridge b etw farm and een market

Private parking

Access

Connection

Adding access point for public and private purpose such as drop off, loading bay and parking area

005

Briding adjacent blocks of building to improve interconnection between programmes

006 Centre courtyard passage for ventilation and daylight harvesting

To repurpose the mining remnants into a community gathering space with greeneries

/// Vegetation/Adaptive Reuse Adding vegetation with purposes such as Bridge b phytoremediation, community building and etw farm and een market greenify + repurpose mining remnants /// Natural Resources (Water) Trap the water runoff from East side(higher contour) for fish tank supply & irrigation and as a approach to retain flood occurance

Comm on marke space betw e t and h awker en centre

Farm

Market

diagram

Comm on marke space betw e t and h awker en centre

Loading/Unloading

y Hawker

[site planning]

/// Placement Placement of programme according to surrounding context

Loading/Unloading

tion ccomoda Tourist a

0 5 / 0 3

Market and Hawkery space are place nearer to the main residential area, which is to East and Noth sides

Inaccessible due to factory remnants

off

Chapter :

Public parking

Bridge b resea etween rch fa cility and fa rm

Farm and processesing area is more secluded from the public to avoid noise pollution

Overflow

drain to

Spliting building mass into grid form with centre passage to create a wind tunnel effect for maximum ventilation and aylight harvesting

River Ke

Paddy+Fish Pond /Reservoir

nau

A community garden+fishing pond beside the restaurant for more engagement

Employ phytoremediation plants to stabalise the underground heavy metal

Vegetation/Adaptive Reuse Adding vegetation with purposes such as phytoremediation, community building and greenify + repurpose mining remnants

Natural Resources (Water) Trap the water runoff from East side(higher contour) for

Natural Resources (Sun& Wind) Alter the building form to suit the microclimate to achieve optinum indoor quality


[early ideation sketch] isometric

Farming centre

Market Education & Research centre Hawker Centre

[ideation sketch] vertical farm section

Community Garden

Aquaponic Paddy Farming

a

u K o

T

[ideation sketch] site massing

n a t n Exhibition space

Connection to tourist accomodation


[site section draft] diagram

[site massing 3D] diagram 05/ Building Scheme



UF2021/01 - Zen Chang Portfolio

Chapter :

0 6 / 0 1

[site B1 isometric drawing] diagram

/site b1 main programmes/ MARKET

HAWKER

DINING

FISHING

ORCHARD

06/ General Arragement Drawings


UF2021/01 - Zen Chang Portfolio

Chapter :

0 6 / 0 1 [site B2 isometric drawing] diagram

/site b2 main programmes/

AQUAPONIC FARM

LABORATORY

WASTE RECYCLING

EDUCATION

PHYTOREMEDIATION

EXHIBITION

06/ General Arragement Drawings


UF2021/01 - Zen Chang Portfolio

Chapter :

21 1

0 6 / 0 2

2 3 4

6

7

06/ General Arragement Drawings

21. lecture hall 22. lift lobby 23. aquaponic tank 24. water catchment area 25. exhibition pod 26. aquaponic workshop 27. machinery workshop 28. paddy drying area 29. aquaponic pool 30. remnants pier 31. cascading paddy field 32. office reception lobby 33. services

25 9

8

/legend/

1. public parking 2. drop-off 3. refreshment bar 4. veranda 5. market 6. wc 7. services 8. loading bay 9. disabled parking 10. fish market 11. refuse chamber 12. courtyard 13. hawker centre 14. drop-off 15. wc 16. dining area 17. ticket kiosk 18. bicycle 19. pavilions 20. fishing spot

24

5

[ground floor plan]

general arrangement drawing

23

22

10 11

26

27

28

12

13

15

31

29 30

14

16

32 17

18 19

20

33


UF2021/01 - Zen Chang Portfolio

Chapter :

6 1

7

8

9 10

2

12

[first floor plan]

general arrangement drawing

/legend/

13

3

14 4

11

0 6 / 0 2 1. connection bridge 2. cold storage room 3. upper dining deck 4. observatory 5. observatory 6. germination lab 7. packaging area 8. lift lobby 9. open space 10. phytoremediation lab 11. connection bridge 12. water monitoring lab 13. vertical growth space 14. management office

5

06/ General Arragement Drawings


UF2021/01 - Zen Chang Portfolio

Chapter :

2

0 6 / 0 2

3 6

[second floor plan]

general arrangement drawing /legend/

1. observatory 2. vertical farm 3. waste composting room 4. open air composting deck 5. drone deploy area 6. green roof

6

1

06/ General Arragement Drawings

4

5


UF2021/01 - Zen Chang Portfolio

Chapter :

2

3

4

5

0 6 / 0 2 [third floor plan]

general arrangement drawing

/legend/

1. observatory 2. vertical farm 3. solar panel deck 4. rainwater harvesting tank area 5. green roof

1

06/ General Arragement Drawings


UF2021/01 - Zen Chang Portfolio

001

Chapter :

0 6 / 0 3 [section a-a]

general arrangement drawing /legend/

1. loading bay 2. stairwell 3. cold storage 4. market 5. connection bridge 6. solar harvesting deck 7. water storage tank area 8. vertical growth space

9. waste composting room 10. germination lab 11. lobby 12. connnection bridge 13. drone deploy deck 14. aquaponic monitoring deck 15. aquaponic breeding tank 16. water quality research lab

2

1

section a-a 06/ General Arragement Drawings

3

4


6

7

8

9 13

5

10

12

14 15

11

16


UF2021/01 - Zen Chang Portfolio

002

Chapter :

0 6 / 0 3 [section b-b]

general arrangement drawing /legend/

1. cascading fish market 2. market 3. connection bridge 4. vertical growth space 5. exhibition pod

6. connnection bridge 7. drone deploy deck 8. cascading paddy field 9. rainwater filtration 10. rainwater catchment

1

section b-b 06/ General Arragement Drawings

2


4 7 3

9

6 8 5

10


UF2021/01 - Zen Chang Portfolio

003

Chapter :

0 6 / 0 3 [section c-c]

general arrangement drawing /legend/

1. refuse chamber 2. courtyard 3. vertical growth space 4. cascading paddy field 5. rainwater filtration 6. rainwater catchment

1

section c-c 06/ General Arragement Drawings

2

2


3

5 4

6


UF2021/01 - Zen Chang Portfolio

004

Chapter :

0 6 / 0 3 [section d-d]

general arrangement drawing /legend/

1. refuse chamber 2. hawker centre 3. aquaponic practice pool 4. heritage remnants 5. cascading paddy field 6. rainwater filtration 7. rainwater catchment

1

section d-d 06/ General Arragement Drawings

2


5 4 3

6

7


UF2021/01 - Zen Chang Portfolio

005

Chapter :

0 6 / 0 3 [section e-e]

general arrangement drawing /legend/

1. observatory deck 2. fishing spot 3. pavilion 4. observatory deck 5. entry ticket kiosk 6. upper dining deck

7. hawker centre 8. courtyard 9. fish market 10. market 11. drop-off 12. public parking

4

1

2

section e-e 06/ General Arragement Drawings

3

5


6

7

8

9

10

11

12


UF2021/01 - Zen Chang Portfolio

006

Chapter :

0 6 / 0 3 [section f-f]

general arrangement drawing /legend/

1. water tank storage space 2. vertical growth space 3. waste composting room 4. lift lobby 5. germination lab 6. phytoremediation lab 7. management office 8. reception lobby 2

section f-f 06/ General Arragement Drawings


1

3

5

4

3

1

6 7 8


UF2021/01 - Zen Chang Portfolio

001

Chapter :

0 6 / 0 4

site b1 front elevation

002

[section a-a]

general arrangement drawing /checklist/

SITE B1 ///Front Elevation /// Rear Elevation SITE B2 ///Front Elevation /// Rear Elevation SITE B1-B2 ///North-west elevation ///Sourth-east elevation

site b1 rear elevation

003

006

005 004 001 002

site b1-b2 south-east elevation 06/ General Arragement Drawings

003


004

site b2 front elevation

005

site b2 rear elevation

006

site b1-b2 north-west elevation


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 1

[resurgence of industrialism] perspectives /site narrative/

Sungai Lembing was once a rich town flourished with people, money and technology, however soon followed by the tin mining industry downfall, Sungai Lembing experience a plummet economy and the town industrial identity is lost in the process. younger generation will not get to experience the pride of the golden era of the industrialism of Sungai Lembing, but to bring back industrialism of mining it would cost too much damage to the land and it is not a sustainable business, furthermore, as the town is frequently hit by the flood, it put more risk to new business development. the project propose a farming facility that reuse and repurpose the old mining factory remnants and adapting to the contour and local climate of the site to establish a self-sustainable building & site planning to maximize the crops production with zero-waste output. the crops will then be carried to public buildings such as market and hawker for the general public. as the waste product from the site are recollected and recycled, the entire programme is a self-sustainable proposal where it forms a internal cycle. the project also focus on the incubation of youth and to provide job opportunities and continuous food/econonomical income source to the people of the town.

07/ Perspectives



UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 2 [vertical farm] perspectives /site narrative/

the vertical farm is to grow and produce a high yield of vegetation and constantly export it to the local market/hawker centre as well as to other states. as the farming is run in a aquaponic manner, the water that fish waste is supply to the plants as the main nutriets source, cutting down the cost needed on the nutrition solution. the building is generally constructed with steel with lightweight metal decking floor to minimize the weight putting on the heritage platform. The farm also fully utilizes the natural resources such as the sun, wind and rain. /// the farm is shaped to be a pyramid to maximize the light gain from all sides of the building /// the glass roof allows the penetration of the sunlight into the space, further cutting down eletric cost /// the centre alley provides a wind tunnel for natural ventilation to take place /// the rainwater harvesting roof collect rainwater to be use in the farming irrigation and the water is recycled numerous times between the planter box and the aquarium before it is released

07/ Perspectives


001

perspectives

view from paddy field

002

perspectives

interior view of vertical farm


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 2

[laboratory/institution] perspectives /site narrative/

the middle block of the farming facility sits the required laboratories and workshop to support the overall programme, such as germination lab, phytoremediation lab as well as waste composting room and machinery workshop. the projected roof slab shades the sunlight from west during the afternoon, while the building gain more light from the east side to gain maximum daylight. each of the rooms are highly ventilated with multiple windows front and back from here, a bridge is connected to the market on the other side so that the product of farming could be transported directly.

07/ Perspectives


001

perspectives

entrance

002

perspectives

lift lobby

003

perspectives

germination lab


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 3 [aquaponic facility] perspectives /site narrative/

to govern the complex and precisive farming programme, a institution is set up on top of the breeding tank, granting immediate access to the breeding tank to ensure the quality of the water and the living organism the building acts as a monitoring centre where the staff can over a overview of the entire farming plot with the help of drone or by eyes. the farming plot and the breeding tank are all linked together by railway track to transport the goods mechanically ti reduce manpower required

07/ Perspectives


001

perspectives

aquaponic tank monitoring centre

002

perspectives

water quality monitoring lab

003

perspectives

drone deploy deck


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 4 [education facility] perspectives /site narrative/

the ground floor has a remaining floor slab from the old mining factory, it creates a multi level space with several compartments outlined by the remainining wall structures. the education programme is to repurpose the remaining remnants to bring people to interact and revalue the forgotten heritage, while serving as a link between the past (mining era) and the future (education). the education space consist of a lecture hall, exhibition pods, farming workshop and aquaponic pool for practice.

07/ Perspectives


001

perspectives

cascade lecture hall

002

perspectives

exhibition pod

003

perspectives

aquaponic workshop


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 5 [market] perspectives /site narrative/

the market receives it goods from the connection bridge to the farming facility, inside the market consist of two levels, the upper level is used for storage where the lower level is for public access and consist of multiple stalls. to invites daylight into the space without overheating it, the market make use of the polycarbonate roof sheeting and embrace the traditional jackroof design where the top part of the roof are occupied with louvres for cross ventilation to take place to complete the proposal, the market stations are redesigned in an unconventional way, each of the market stations comprise of 4 units stalls and a centre basin for general washing, the top part of the station is to house the signage of the market. the intention of this design was to induce interaction between the stall owner and to bring a refreshing atmosphere of a new typology of market compare to the traditional ones.

07/ Perspectives


001

perspectives

market interior

002

perspectives

market view from the main road

003

perspectives

market jack roof


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 6 [hawker centre] perspectives /site narrative/

the hawker centre is placed right next to the market where a short pathway + courtyard is sandwiched between the both space to serve as a intermediate boundary using greenscape where the visitors can have a stroll or to rest. the hawker is placed closely to the market to ease the transportation of goods. the hawker space embrace a sort of vernacular roof design to link it back to the local culture and architecture. the entire building is designed to be open air to prevent the stacking effect that might cause unneasiness to the users. on top of the hawker stalls space, a jackroof is designed to served as an exhaust of the steam generated when cooking. next to the main space, there is a upper dining floor deck where the user can appreciate the township and river paronomic view while eating.

07/ Perspectives


001

perspectives

dining area

002

perspectives

upper dining deck

003

perspectives

hawker stalls


UF2021/01 - Zen Chang Portfolio

Chapter :

0 7 / 0 7 [self pluck farm x fishing spot] perspectives /site narrative/

from the ticket kiosk, the visitors can access to the orchard for self-plucking of the fruits & vegetable as well as fishing activity within a given duration multiple pavilions are placed around the plot so that the users have a place to rest and enjoy their harvest.

07/ Perspectives


001

perspectives

fishing spot


UF2021/01 - Zen Chang Portfolio

Chapter :

0 8 / 0 1 [technical report] fire safety sanitary ventilation water supply illumination

08/ Technical Report


UF2021/01 - Zen Chang Portfolio

Chapter :

0 8 / 0 1 [technical report] fire safety sanitary ventilation water supply illumination

08/ Technical Report


Pelan Tapak: 1.

Adakan ......... buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1000 liter seminit bagi setiap pili bomba sepertimana yang ditandakan didalam pelan.

2.

Pili bomba awam (tidak bermeter) hendaklah dicat dengan warna 'signal red' manakala pili bomba swasta (bermeter) dicat dengan warna kuning. (Kod cat : MS 164:1992 dan MS 1932:1996 - Specification for pillar hydrant: 5 Coating).

3.

Adakan .......... buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1500 liter seminit bagi setiap pili bomba dan 3000/4500 lit/min apabila 2/3 buah pili bomba dibuka serentak (pressurized hydrant).

4.

Mengadakan 2 talian hos berukuran 64mm x 30 meter dan sebatang nozel dari jenis 'jet & spray' yang ditempatkan di dalam peti kabinet berhampiran dengan tiap-tiap pili bomba.

5.

Pili bomba sediada hendaklah dalam jarak 91.5 meter dari bangunan cadangan dan berada dalam keadaan baik.

7.

Adakan jalan akses perkakas bomba (access road) dengan kelebaran tidak kurang 6 meter yang boleh menanggung beban 25 tan sepertimana yang ditandakan didalam pelan.

8.

Adakan tulisan perkataan berwarna kuning ”LALUAN JENTERA BOMBA KOSONGKAN LALUAN' di atas jalan akses perkakas bomba dan papan tanda ”LALUAN JENTERA BOMBA - KOSONGKAN LALUAN' bersebelahan akses perkakas bomba mengikut spesifikasi Jabatan Bomba dan Penyelamat Malaysia (bagi bangunan komersial sahaja).

9.

Pondok kawalan berpalang pada jalan masuk utama akses perkakas bomba hendaklah mematuhi spesifikasi Jabatan Bomba dan Penyelamat Malaysia.

10.

Kecerunan jalan akses perkakas bomba hendaklah tidak kurang 1 : 12.

11.

Ketinggian kelegaan hendaklah tidak kurang daripada 5 meter.

12. Jarak antara bangunan hendaklah mematuhi Jadual Ke Enam UUKBS 1984.

Kehendak-Kehendak Am:1.

Semua pendawaian elektrik bagi sistem kecemasan hendaklah dalam konduit logam atau daripada kabel yang mempunyai penebatan mineral tahan api. Pemasangannya hendaklah sepanjang kawasan yang paling kurang risiko kebakarannya dan mematuhi UUK 253(4), UUKBS 1984.

2.

Semua elemen struktur hendaklah mempunyai tempoh ketahanan api mengikut Jadual Kesembilan, UUKBS 1984.

3.

Adakan sistem pengudaraan bagi tangga keselamatan sama ada secara biasa atau mekanikal.

4.

Penggunaan gas petroleum cecair (L.P.G) secara `bulk storage' hendaklah mematuhi syarat-syarat penentuan Piawaian Malaysia MS 830 dan MS 930. Sila kemukakan pelan yang lengkap ke Jabatan ini.

5.

Bagi bangunan yang melebihi 30 meter, semua tangga yang dicadang untuk digunakan sebagai jalan keluar hendaklah dilanjutkan ke paras bumbung untuk memberi akses kepadanya mengikut UUK 195, UUKBS 1984.

6.

Semua papan tanda keselamatan kebakaran hendaklah mematuhi Piawaian Malaysia MS 982.

7.

Adakan `graphic design of floor plan' berlatarbelakang warna putih yang menunjukkan tangga keselamatan, laluan-laluan keselamatan, jalan-jalan keluar dan kedudukan alat-alat pencegah kebakaran. Penempatannya hendaklah ditempat yang mudah dilihat.

8.

Sila kemukakan tiga (3) set buku operasi mengikut syarat-syarat Jabatan Bomba dan Penyelamat Malaysia.

Sekolah Menengah Kebangsaan Sungai

Muzium Sungai Lembing

SUNGAI LEMBING

DESCRIPTION FIRE HYDRANT

1.

Penggunaan siling bangunan hendaklah menepati kehendak-kehendak UUKBS 1984 Jadual Kelapan.

EL

2.

Semua tangga keselamatan hendaklah dikepung dengan tembok batu-bata setebal 100mm atau bagi tangga jenis terbuka mematuhi UUKBS 1984.

K

3.

Adakan pintu api satu jam sepertimana yang ditandakan di dalam pelan. Pemasangannya hendaklah tertutup sendiri dan tertutup rapat.

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

4.

Adakan dinding pemetakan (compartment wall) setebal 100mm / 200mm batu-bata yang dibina sehingga paras bumbung/ lantai sepertimana yang ditandakan di dalam pelan.

C02

4.5KG CO2 FIRE EXTINGUISHER

5.

Dinding bagi bilik setor yang disifatkan merbahaya hendaklah setebal 100mm batu- bata dan pintunya dari jenis ketahanan api satu jam dipasang dengan `door closer'.

6.

Adakan 'break point' pada dinding luar bangunan untuk tujuan memudahkan anggota bomba menjalankan kerja-kerja operasi.

7.

Adakan bidai gulung [roller shutter] ketahanan api 2 jam / 4 jam seperti tertanda di dalam pelan.

8.

Penggunaan kaca-kaca pada dinding luar bangunan hendaklah dari jenis yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

9.

Semua lubong perkhidmatan (service shaft) hendaklah ditutup disetiap tingkat dengan bahan ketahanan api dua jam.

10.

Semua bilik bagi penempatan pam bomba dan janakuasa hendaklah dibina dari tembok batu-bata ketahanan api dua jam. Pintu-pintunya hendaklah ketahanan api satu jam.

11.

Dinding dua pihak hendaklah dari jenis batu-bata setebal 200mm jenis yang menanggung beban dan 100mm yang tidak menanggung beban. Dinding ini hendaklah dinaikkan 225 mm melebihi paras bumbung atau mematuhi rekabentuk yang dipersetujui oleh Jabatan Bomba dan Penyelamat Malaysia.

12.

TAPAK CADANGAN

SYMBOL

H

zium

n Mu

M&E LEGEND: FIRE FIGHTING

EMERGENCY LIGHT

Kehendak-kehendak Pasif

Jala

LEGEND:

Semua dinding pembahagi dalaman hendaklah dari jenis ketahanan api ½ jam dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

13.

Dinding pengasing antara kilang dan pejabat hendaklah setebal 100mm / 200mm dan dinaikkan hingga ke paras bumbung seperti tertanda di dalam pelan.

14.

Adakan dinding pembalik (deflector wall) pada dinding yang mengepung tangga tunggal di pintu masuk utama sepanjang 450mm sepertimana yang ditandakan di dalam pelan.

15.

Ruangan lobi lif hendaklah dibina dari bahan ketahanan api dua jam dan dilindungi dengan alat pengesan asap mengikut UUKBS 1984.

16.

Adakan sebuah pusat pemerintahan dan kawalan kebakaran di lantai tetuan (designated floor) yang dilengkapi dengan peti penggera kebakaran bagi bangunan melebihi 30.5 meter tinggi.

KELUAR SIGN

FA

FIRE ALARM

BG

BREAK GLASS

HR

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

PROJECT TITLE

AQUAPONIC INTERGRATED TRADING CENTRE

Kehendak-kehendak Aktif

Jalan Utama Kg. Seberang

1.

Adakan sistem penyembur air automatik mengikut Piawaian Malaysia MS 1910 dan peruntukan dalam UUKBS 1984.

2.

Adakan sistem pancur basah mengikut Piawaian Malaysia MS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

3.

Adakan sistem pancur kering mengikut Piawaian Malaysia MS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

4.

Adakan sistem pancur menurun mengikut peruntukan dalam UUKBS 1984.

5.

STAKEHOLDER :

Adakan ...................unit saluran bantu mula mengikut Piawaian MalaysiaMS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

6.

TAPAK CADANGAN A A1 B

C C1

C2

6000 4000

2000

3000

D D1 D2

26000

8000

2000

3000

E

F

12000

4000

4000

MIN 2000MM PERIMETER

15°

CK

r:1500

4000

28000 12000

4000

4000 4000

ACCESSWAY APPLIANCES / FIRE

10000

DROP-OFF

88000 24000 4000

30°

FALL

ACCESSWAY

6000

23

DISABLED CARPARK

20°

FALL

P

2000 8000 4000

4000

4000

20°

2000

AY

20°

4000

FALL

30°

20°

FALL

WALKW

PERIMETER

Adakan sistem isitekan (pressurization system) mengikut Piawaian Malaysia MS 1472 dan peruntukan dalam UUKBS 1984.

13.

Adakan sistem pemasangan tetap gas mengikut Piawaian Malaysia berkaitan atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

14.

Adakan lif bomba sepertimana yang ditandakan di dalam pelan mengikut Piawaian Malaysia MS 1183 : Part 5 dan peruntukan dalam UUKBS 1984.

15.

Adakan sistem siaraya awam (public address system) mengikut peruntukan UUK 239, UUKBS 1984.

16.

Adakan sistem komunikasi bomba (telefon bomba) dimana sistem komunikasinya hendaklah tiga hala dan penempatannya di dalam tangga keselamatan / lobi menentang kebakaran, bilik motor lif, bilik pam bomba dan bilik janakuasa.

17.

Saluran pendingin hawa hendaklah dipasang dengan sesekat api (fire damper) mengikut Piawaian Malaysia MS 555 dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

FALL

30° FALL

28000 12000

30°

FALL

30°

/ FIRE

4000

APPLIANCES

4000

2500 2500

PLANTING

R3000

DN

20°

20°

R6000

ING R9000

CK LINE

27

U

10500

4000

4000

4000 FALL

V W 2500

FALL

FALL

20°

FALL 5°

H

R6000

FALL

20°

FALL

1:15

20°

4998

28 29

30

12000

WALKWAY

ING

PEDESTRIAN

DISABLED CARPARK

ESS

RAMP

FALL

INGRESS

EGR

M BUILD

DN

BICYCLE PARKING

8100M

UP

SETBA

FALL

15

20°

T

4000

20°

3000

2500

VOID

ACCESSWAY

2500

J

2500

H

8000

RESS

I

R45000

7500 2500

2500

APPLIANCES

G H

14

SS

FIRE

2500

TRIAN PEDES

BOARD SIGNAGE

ACCESSWAY

26

DROP-OFF

16000

15°

15°

H

17500 12500 2500 2500

2500 4000

FALL

H

2500

2500

H

8000

20°

MIN 2000MM

4000

FALL

FALL

20°

20°

RE

FALL

30°

15°

15° FALL

FALL

20°

15°

15°

15° FALL 15°

FALL

FALL

FALL

15°

25 FALL

FALL

EG

12.

S

4000

30°

15°

FALL

FALL

FALL

15°

15°

FALL

R

16000 8000

UP

UP

5000

FALL

15°

FALL

FALL

15°

FALL

BELT

FALL

FALL

30°

15°

PARKING

FALL

FALL

Q

4000 CONVEYOR

CONVEYOR

FALL

20°

EG

24

FALL

FALL

2500

15°

PLANTING FALL

STAFF

13

RE

15°

20°

FALL

FALL

PERIMETER

10 11 12

FALL

FALL

SS

20°

20°

6000

R45000

MIN 2000MM

2500

FALL 15°

FALL

Adakan sistem pengurusan asap mengikut Piawaian Malaysia MS 1780 atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

4000

FALL

FALL

2000

FALL

4000 4000

WALKWAY PEDESTRIAN

22

H

19002 10000

4000

20° FALL

2000

H

FALL 100DP

DISABLED CARPARK

15°

15°

15°

Sungai Lembing Mines

LINE

/ FIRE APPLIANCES

21

30°

20° FALL

2500

30°

CK

DROP-OFF

15°

20°

FALL

2500

30°

FALL

FALL

SETBA

LANE

20°

15°

FALL

FALL

PLANTING

20

ING

SERVICING FALL

15°

M BUILD

FALL

FALL

8100M

20°

20°

FALL

FALL

2000MM PERIMETER

19

RESS

100DP

BAY

6000

ING

1:12

VERANDAH

FALL

FALL

R9000

Adakan ................. unit alat pemadam api mudahalih yang bersesuaian mengikut Piawaian Malaysia MS 1539: Part 3.

11.

2000 DN

FALL

H

2000

4000

R45000

20000 10000

2000

CK LINE

BELT

8 9

10.

12000

SETBA

MIN

WALKWAY

36000

MOTORCYCL PARKING E

R1500

100DP

20°

15°

DISABLED CARPARK

80000 8000

2000 8000

ING

18

1:12

15°

FALL

LOADING

16000

15°

ACCESSWAY

PEDESTRIAN

7

LINE

FALL

APPLIANCES

DROP-OFF RC RAMP

RC RAMP

FALL

1:12

FALL

Adakan lampu kecemasan yang menggunakan dua kuasa karan sepertimana yang ditandakan di dalam pelan. Lampu-lampu tersebut hendaklah dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

O

28000 4000 DN

M BUILD

R9000

17

SETBA

FALL

FIRE

VERANDAH

RC RAMP

9. N

12000

2000

8000

ING

15°

15°

1

2

3 4 5 6

2000

8100M

16

4000

15°

PARKING FALL

FALL

RESS

CAR 15°

ING

M BUILD

FALL

15° FALL

15°

15°

8100M

FALL 15° FALL

FALL

M

EGRESS

LINE

15° FALL

RESS

Adakan lampu tanda `KELUAR' kecemasan mengikut Piawaian Malaysia MS 985 dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

L MIN 2000MM PERIMETER PLANTING

FALL

MOTORCYCL FALL 15° PARKING E

INGRESS/EG

Adakan sistem pengesan haba / asap mengikut Piawaian Malaysia MS 1745 : Part 14 dan peruntukan dalam UUKBS 1984.

8.

4000

PLANTING

8100MM BUILDING SETBACK

RAMP

L

8100M M BUILD

FALL

45,0°

16

ING

ACK

45,0°

20°

LINE

20°

FALL

FALL

20°

45,0°

20°

FALL

N

SETB

20°

FALL

FALL

20°

17

M

1:15

K

45,0°

Adakan .................unit penggera kebakaran jenis pecah kaca mengikut Piawaian Malaysia MS 1745 : Part 14 dan peruntukan dalam UUKBS 1984.

7.

FALL 20°

UP

18.

Adakan suis pengasingan elektrik (electrical isolation switch) yang membolehkan pemotongan bekalan kuasa elektrik ke tingkat atau zon berkenaan yang menggunakannya.

19.

Adakan sistem talian terus amaran kebakaran ke balai bomba terdekat dan pemasangannya hendaklah mematuhi syarat-syarat penentuan Jabatan Bomba dan Penyelamat Malaysia.

20.

Lorong Pahat

Adakan sistem busa [foam system] mengikut syarat-syarat penentuan NFPA atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat.

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

21. Adakan alat pengesan asap jenis kuasa tersendiri [self contained type smoke detector] mengikut syarat-syarat penentuan NFPA atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat.

Peringatan 1.

U

DESIGNED BY :ROBERT LAM

01

SCALE NTS

2.

Segala pemilihan bahan dan penggunaannya yang berkaitan dengan keselamatan kebakaran bagi projek cadangan serta sistem pencegahan kebakaran hendaklah mematuhi UUKBS 1984 dan peraturan-peraturan yang diterima sahaja dan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

3.

Bagi bangunan yang rekabentuknya melebihi 18.5 meter hingga ke lantai penuh yang tertinggi sekali, sesalur-sesalur naik mengikut Undang-Undang Kecil 232 hendaklah dipasang sebaik sahaja selepas bangunan itu melebihi tinggi tersebut untuk mengadakan kemudahan-kemudahan mencegah kebakaran dalam masa berbagai peringkat pembinaan itu.

4.

Pengesahan pelan ini adalah tidak tertakluk kepada penyimpanan, penggunaan, pemerosesan dan penghasilan bahan berbahaya atau kimia berbahaya. Sekiranya terdapat sebarang penyimpanan, pengunaan, pemerosesan dan penghasilan bahan berbahaya atau kimia berbahaya setelah pelan disahkan maka pelan bangunan tersebut hendaklah dirujuk kembali ke jabatan ini untuk dikaji semula.

5.

Pelan lukisan dan pengiraan bagi semua pemasangan tetap hendaklah dikemukakan ke Jabatan Bomba dan Penyelamat, Malaysia. Jumlah pelan-pelan yang perlu dikemukakan hendaklah dua perenggu.

6.

Mana-mana premis yang mengendalikan, memproses atau menyimpan bahan-bahan bahaya hendaklah diadakan tanda khas mengikut simbol 'Hazchem Code'. Tanda-tanda ini hendaklah mudah dilihat.

T

PELAN KUNCI

LA

KIB

KD01

KD01

KIB

LA

T

U

PELAN LOKASI

DESIGNED

BY :-

ROBERT LAM

02

Segala syarat-syarat yang dikemukakan adalah tertakluk kepada rekabentuk dan kegunaan serta lokasi bangunan tersebut. Sekiranya sebarang perubahan yang dilakukan ke atas rekabentuk atau kegunaannya seperti yang dicatatkan di atas pelan maka hendaklah dirujuk ke Jabatan ini untuk dikaji semula.

SCALE NTS

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

TAJUK LUKISAN :

BOMBA

PELAN KUNCI PELAN LOKASI

NO. RUJUK PELAN :

00/AR 524/ Sem21-01/L/01 DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


2000

2600

0

8000

2000

3000

Pelan Tapak:

D D 1D

3000

2 E

F

1200

4000

0

4000

4000

L

MIN 2000MM PERIMETER PLANTING

M

PLANTING

FALL

15°

15° FALL

ING FALL

15°

15° 15°

0 r:15 0 FIRE

000 R45 FALL

4000 AY

PLIA FIRE AP FF /

0

DROP -O

1000

8800 0 2400 0 4000 6000

2000 T

UP

20°

2000

FALL

30°

20°

30°

Sila kemukakan tiga (3) set buku operasi mengikut syarat-syarat Jabatan Bomba dan Penyelamat Malaysia.

4000

WAY CESS

FALL

30°

4000

IANC

ES AC

30°

TER PLA

20°

R3000

FALL

20°

DN

20°

Penggunaan siling bangunan hendaklah menepati kehendak-kehendak UUKBS 1984 Jadual Kelapan.

EL

EMERGENCY LIGHT

Semua tangga keselamatan hendaklah dikepung dengan tembok batu-bata setebal 100mm atau bagi tangga jenis terbuka mematuhi UUKBS 1984.

K

3.

Adakan pintu api satu jam sepertimana yang ditandakan di dalam pelan. Pemasangannya hendaklah tertutup sendiri dan tertutup rapat.

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

4.

Adakan dinding pemetakan (compartment wall) setebal 100mm / 200mm batu-bata yang dibina sehingga paras bumbung/ lantai sepertimana yang ditandakan di dalam pelan.

C02

4.5KG CO2 FIRE EXTINGUISHER

5.

Dinding bagi bilik setor yang disifatkan merbahaya hendaklah setebal 100mm batu- bata dan pintunya dari jenis ketahanan api satu jam dipasang dengan `door closer'.

6.

Adakan 'break point' pada dinding luar bangunan untuk tujuan memudahkan anggota bomba menjalankan kerja-kerja operasi.

7.

Adakan bidai gulung [roller shutter] ketahanan api 2 jam / 4 jam seperti tertanda di dalam pelan.

8.

Penggunaan kaca-kaca pada dinding luar bangunan hendaklah dari jenis yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

9.

Semua lubong perkhidmatan (service shaft) hendaklah ditutup disetiap tingkat dengan bahan ketahanan api dua jam.

10.

Semua bilik bagi penempatan pam bomba dan janakuasa hendaklah dibina dari tembok batu-bata ketahanan api dua jam. Pintu-pintunya hendaklah ketahanan api satu jam.

11.

Dinding dua pihak hendaklah dari jenis batu-bata setebal 200mm jenis yang menanggung beban dan 100mm yang tidak menanggung beban. Dinding ini hendaklah dinaikkan 225 mm melebihi paras bumbung atau mematuhi rekabentuk yang dipersetujui oleh Jabatan Bomba dan Penyelamat Malaysia.

I

J

Dinding pengasing antara kilang dan pejabat hendaklah setebal 100mm / 200mm dan dinaikkan hingga ke paras bumbung seperti tertanda di dalam pelan.

14.

Adakan dinding pembalik (deflector wall) pada dinding yang mengepung tangga tunggal di pintu masuk utama sepanjang 450mm sepertimana yang ditandakan di dalam pelan.

15.

Ruangan lobi lif hendaklah dibina dari bahan ketahanan api dua jam dan dilindungi dengan alat pengesan asap mengikut UUKBS 1984.

16.

Adakan sebuah pusat pemerintahan dan kawalan kebakaran di lantai tetuan (designated floor) yang dilengkapi dengan peti penggera kebakaran bagi bangunan melebihi 30.5 meter tinggi.

R9000

20°

8000 3000

V W 2500

0 4998

LL

FA FALL

FA

20°

FALL 5°

H

,0° 45 FALL

0MM

20°

20°

Adakan sistem pancur kering mengikut Piawaian Malaysia MS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

FA

FIRE ALARM

BG

BREAK GLASS

HR

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

COVERAGE : 90M PROJECT TITLE

AQUAPONIC INTERGRATED TRADING CENTRE STAKEHOLDER :

Adakan sistem pancur menurun mengikut peruntukan dalam UUKBS 1984. Adakan ...................unit saluran bantu mula mengikut Piawaian MalaysiaMS

ETB

ACK

LIN

E

FALL 20°

20°

Adakan .................unit penggera kebakaran jenis pecah kaca mengikut Piawaian Malaysia MS 1745 : Part 14 dan peruntukan dalam UUKBS 1984.

7.

Adakan sistem pengesan haba / asap mengikut Piawaian Malaysia MS 1745 : Part 14 dan peruntukan dalam UUKBS 1984.

8.

Adakan lampu tanda `KELUAR' kecemasan mengikut Piawaian Malaysia MS 985 dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

9.

Adakan lampu kecemasan yang menggunakan dua kuasa karan sepertimana yang ditandakan di dalam pelan. Lampu-lampu tersebut hendaklah dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

10.

Adakan ................. unit alat pemadam api mudahalih yang bersesuaian mengikut Piawaian Malaysia MS 1539: Part 3.

11.

Adakan sistem pengurusan asap mengikut Piawaian Malaysia MS 1780 atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

12.

Adakan sistem isitekan (pressurization system) mengikut Piawaian Malaysia MS 1472 dan peruntukan dalam UUKBS 1984.

13.

Adakan sistem pemasangan tetap gas mengikut Piawaian Malaysia berkaitan atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

14.

Adakan lif bomba sepertimana yang ditandakan di dalam pelan mengikut Piawaian Malaysia MS 1183 : Part 5 dan peruntukan dalam UUKBS 1984.

15.

Adakan sistem siaraya awam (public address system) mengikut peruntukan UUK 239, UUKBS 1984.

16.

Adakan sistem komunikasi bomba (telefon bomba) dimana sistem komunikasinya hendaklah tiga hala dan penempatannya di dalam tangga keselamatan / lobi menentang kebakaran, bilik motor lif, bilik pam bomba dan bilik janakuasa.

17.

Saluran pendingin hawa hendaklah dipasang dengan sesekat api (fire damper) mengikut Piawaian Malaysia MS 555 dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

18.

Adakan suis pengasingan elektrik (electrical isolation switch) yang membolehkan pemotongan bekalan kuasa elektrik ke tingkat atau zon berkenaan yang menggunakannya.

19.

Adakan sistem talian terus amaran kebakaran ke balai bomba terdekat dan pemasangannya hendaklah mematuhi syarat-syarat penentuan Jabatan Bomba dan Penyelamat Malaysia.

FALL

20°

,0°

GS

FALL

45,0° 45

BUIL

DIN

FALL

N

3.

810 20°

17

M

Adakan sistem pancur basah mengikut Piawaian Malaysia MS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

6.

K FALL

16

KELUAR SIGN

1489 : Part 1 dan peruntukan dalam UUKBS 1984.

P 1:15

45,0°

Adakan sistem penyembur air automatik mengikut Piawaian Malaysia MS 1910 dan peruntukan dalam UUKBS 1984.

2.

5.

RAM

L

1.

4.

20°

1200

ES AC

0 4000

FALL

LL

30

1050

4000

4000

WAY CESS

29

U

P 1:15

FALL 20°

FIRE

APPL

IANC

DIN BUIL

MM

28

4000

AY ALKW

ETB

AN W

GS

STRI PEDE

27

RAM

R6000

ESS

8100

2500

FALL

DIS ABL ED CAR PAR K

FALL

ESS

INGR

20°

EGR

T H

UP DN

BICY PARK CLE ING

FALL

ACK

VOID

15

RADIUS : 45M

Kehendak-kehendak Aktif

LINE

2500

H

2500

000

7500 2500

2500

R45

SS

RE

EG

G H

14

RESS

Semua dinding pembahagi dalaman hendaklah dari jenis ketahanan api ½ jam dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

13.

00

R60

ING

DESCRIPTION

2.

12.

NTING FALL

SYMBOL

1.

DROP

PERIME

FALL

M&E LEGEND: FIRE FIGHTING

FIRE HYDRANT

FALL

30° FALL

2800 0 1200 0

FALL

26

APPL 15°

8.

-OFF

0MM

FALL

Adakan `graphic design of floor plan' berlatarbelakang warna putih yang menunjukkan tangga keselamatan, laluan-laluan keselamatan, jalan-jalan keluar dan kedudukan alat-alat pencegah kebakaran. Penempatannya hendaklah ditempat yang mudah dilihat.

20°

FALL

FALL

/ FIRE

15°

20°

BEL

8000 4000

4000

YOR

4000

SIGN AGE BOAR D

PE

2500 2500

2500 4000

0 1600

8000

FALL

MIN 200

4000

WAY

ALKW STRI PEDE

Y WA LK WA N

DE

ST RIA

2500 2500

1750 0 1250 0

4000

2500

8000 0 8000

2500 2500

2500

H 15°

Semua papan tanda keselamatan kebakaran hendaklah mematuhi Piawaian Malaysia MS 982.

7.

0

0

FALL

6.

500

00

15°

Bagi bangunan yang melebihi 30 meter, semua tangga yang dicadang untuk digunakan sebagai jalan keluar hendaklah dilanjutkan ke paras bumbung untuk memberi akses kepadanya mengikut UUK 195, UUKBS 1984.

R4

0 Ø9

15°

5.

20°

15°

Penggunaan gas petroleum cecair (L.P.G) secara `bulk storage' hendaklah mematuhi syarat-syarat penentuan Piawaian Malaysia MS 830 dan MS 930. Sila kemukakan pelan yang lengkap ke Jabatan ini.

FALL

25 15°

FALL

FALL

CONVE

30°

20°

FALL

FALL

13

FALL

S

4000

FALL

15°

8000

UP

30°

FALL

T

0

15°

G

15°

BEL

R

1600 FALL

15° FALL

4.

15°

RKIN

FALL

YOR

F PA

Q

4000

CONVE

FALL

NTING FALL

FALL

FALL

12

15°

Semua elemen struktur hendaklah mempunyai tempoh ketahanan api mengikut Jadual Kesembilan, UUKBS 1984. Adakan sistem pengudaraan bagi tangga keselamatan sama ada secara biasa atau mekanikal.

Kehendak-kehendak Pasif

P

15° FALL

STAF

LL

FA

FALL

15°

5000

TER PLA

11

FALL

2.

20°

EG

24

20° FALL

2500

PERIME

10

LL

FA

FALL

6000

15°

15°

20°

FALL

LEGEND:

Semua pendawaian elektrik bagi sistem kecemasan hendaklah dalam konduit logam atau daripada kabel yang mempunyai penebatan mineral tahan api. Pemasangannya hendaklah sepanjang kawasan yang paling kurang risiko kebakarannya dan mematuhi UUK 253(4), UUKBS 1984.

3.

FALL

000

R45

FALL

30°

SS RE

20° FALL

FALL

2000

30°

4000

0

0 1900 10 2 00

1600 6000

ACCESS WAY 20°

15°

0MM

2500

APPLIAN CES

23

DIS ABL ED CAR PAR K

FALL

FALL

000

FALL

LINE

FF / FIRE 15°

15°

R9

Ketinggian kelegaan hendaklah tidak kurang daripada 5 meter.

30°

15°

FALL

Kecerunan jalan akses perkakas bomba hendaklah tidak kurang 1 : 12.

11.

20° FALL

FALL

FALL

ACK

DROP-O

DIS ABL ED CAR PAR K

FALL

Pondok kawalan berpalang pada jalan masuk utama akses perkakas bomba hendaklah mematuhi spesifikasi Jabatan Bomba dan Penyelamat Malaysia.

30°

FALL

22

20°

FALL

9. 10.

G

ETB

NE

100DP

FALL

Adakan tulisan perkataan berwarna kuning ”LALUAN JENTERA BOMBA KOSONGKAN LALUAN' di atas jalan akses perkakas bomba dan papan tanda ”LALUAN JENTERA BOMBA - KOSONGKAN LALUAN' bersebelahan akses perkakas bomba mengikut spesifikasi Jabatan Bomba dan Penyelamat Malaysia (bagi bangunan komersial sahaja).

ANTIN

21

15°

15°

8.

R PL

20

20° FALL

Adakan jalan akses perkakas bomba (access road) dengan kelebaran tidak kurang 6 meter yang boleh menanggung beban 25 tan sepertimana yang ditandakan didalam pelan.

GS

NG LA

FALL

FALL

15°

20°

Pili bomba sediada hendaklah dalam jarak 91.5 meter dari bangunan cadangan dan berada dalam keadaan baik.

Kehendak-Kehendak Am:-

FALL

AN W

FALL 15°

5. 7.

PERI

NCES ACCE SS

4000

2000 2000

2000 0 1000 0 4000

0

BAY

20°

Mengadakan 2 talian hos berukuran 64mm x 30 meter dan sebatang nozel dari jenis 'jet & spray' yang ditempatkan di dalam peti kabinet berhampiran dengan tiap-tiap pili bomba.

1. 2000

BUIL DIN

LOADING

FALL

4.

METE

NDAH 100DP

FALL

LINE

VERA

P 1:12

FALL

MIN 200

2500

2

20°

RC RAM

SERVICI

4000

MP 1:1

FALL

ACK

810 0MM

100DP

15°

ETB

MM

19

RESS

DIS ABL CAR ED PAR K

8

9

R15

RC RA

FALL

WALKWA Y

3600

2

ING

00

-OFF

RC RA

MP 1:1

PEDEST RIAN

5

DROP

H

3 4

2000

MIN

18

20°

4000

WAY

NDAH

7

MOT OR PARK CYCL E ING

ES AC

CESS

VERA

Adakan .......... buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1500 liter seminit bagi setiap pili bomba dan 3000/4500 lit/min apabila 2/3 buah pili bomba dibuka serentak (pressurized hydrant).

12. Jarak antara bangunan hendaklah mematuhi Jadual Ke Enam UUKBS 1984.

IANC

2

6

APPL

15°

GS

R9000

LINE

1

FALL

DIN

2800 0 1200 0

FALL

17

SET BAC K

FALL

3.

DN

BUIL

4000

15°

Pili bomba awam (tidak bermeter) hendaklah dicat dengan warna 'signal red' manakala pili bomba swasta (bermeter) dicat dengan warna kuning. (Kod cat : MS 164:1992 dan MS 1932:1996 - Specification for pillar hydrant: 5 Coating).

0

2000

0MM

2.

1200

8000

810

16

4000

FALL

15°

PARK

2000

DN

H

SS

CAR

O

2800 0 4000

8000

Adakan ......... buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1000 liter seminit bagi setiap pili bomba sepertimana yang ditandakan didalam pelan.

H

S/EGRE

15°

MB UILD ING

FALL

FALL

0

N

S

FALL

MOT FALL 15° OR PARK CYCL E ING

INGRES

15°

1200

2000

4000

15°

810 0M

FALL

2000

R ES IN G

EGRESS

8100MM BUILDING SETBACK LINE

4000

MIN 2000MM PERIMETER

1.

H

C2

6000

4000

H

A A 1B CC 1

FALL 20°

20.

Adakan sistem busa [foam system] mengikut syarat-syarat penentuan NFPA atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat.

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

21. Adakan alat pengesan asap jenis kuasa tersendiri [self contained type smoke detector] mengikut syarat-syarat penentuan NFPA atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat.

UP

Peringatan 1.

TURNING RADIUS 6M - 9M RADIUS COMPLY TO LOCAL AUTHORITY REQUIREMENT

2.

Segala pemilihan bahan dan penggunaannya yang berkaitan dengan keselamatan kebakaran bagi projek cadangan serta sistem pencegahan kebakaran hendaklah mematuhi UUKBS 1984 dan peraturan-peraturan yang diterima sahaja dan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

3.

Bagi bangunan yang rekabentuknya melebihi 18.5 meter hingga ke lantai penuh yang tertinggi sekali, sesalur-sesalur naik mengikut Undang-Undang Kecil 232 hendaklah dipasang sebaik sahaja selepas bangunan itu melebihi tinggi tersebut untuk mengadakan kemudahan-kemudahan mencegah kebakaran dalam masa berbagai peringkat pembinaan itu.

4.

Pengesahan pelan ini adalah tidak tertakluk kepada penyimpanan, penggunaan, pemerosesan dan penghasilan bahan berbahaya atau kimia berbahaya. Sekiranya terdapat sebarang penyimpanan, pengunaan, pemerosesan dan penghasilan bahan berbahaya atau kimia berbahaya setelah pelan disahkan maka pelan bangunan tersebut hendaklah dirujuk kembali ke jabatan ini untuk dikaji semula.

5.

Pelan lukisan dan pengiraan bagi semua pemasangan tetap hendaklah dikemukakan ke Jabatan Bomba dan Penyelamat, Malaysia. Jumlah pelan-pelan yang perlu dikemukakan hendaklah dua perenggu.

6.

Mana-mana premis yang mengendalikan, memproses atau menyimpan bahan-bahan bahaya hendaklah diadakan tanda khas mengikut simbol 'Hazchem Code'. Tanda-tanda ini hendaklah mudah dilihat.

LA

T

U

Segala syarat-syarat yang dikemukakan adalah tertakluk kepada rekabentuk dan kegunaan serta lokasi bangunan tersebut. Sekiranya sebarang perubahan yang dilakukan ke atas rekabentuk atau kegunaannya seperti yang dicatatkan di atas pelan maka hendaklah dirujuk ke Jabatan ini untuk dikaji semula.

KIB

SP01

SITE PLAN-B1

DESIGNED BY :ROBERT LAM

01

SCALE 1:500 'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DRAIWING TITLE :

BOMBA

SITE PLAN-B1

DRAWING NO.

00/AR 524/ Sem21-01/SP/01 DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


Pelan Tapak:

0

8000

2000

3000

D D 1 D2

3000

E

F

1200

4000

4000

4000

L MIN 2000MM PERIMETER

M

PLANTING

CAR 15°

PARK

ING FALL

15°

15° 15°

00

r:15

1

FALL

FIRE

APPL

15°

ES AC

CESS

FALL

4000

WAY

4000

APPL IANC / FIRE

1000 0

8800 0 2400 0 4000 6000

4000

8000

UP

2000 YOR

BEL

UP

2000

T

20°

20°

30° FALL

2800 0 1200 0

26

15°

MIN 200

FALL

15°

FALL

15°

TER PLA

DROP

PERIME

FALL

20°

FALL

20°

G H

7500 2500

I 2500

RESS

J

R9000

4000

FALL

FA

Adakan dinding pemetakan (compartment wall) setebal 100mm / 200mm batu-bata yang dibina sehingga paras bumbung/ lantai sepertimana yang ditandakan di dalam pelan.

K

5.

Dinding bagi bilik setor yang disifatkan merbahaya hendaklah setebal 100mm batu- bata dan pintunya dari jenis ketahanan api satu jam dipasang dengan `door closer'.

6.

Adakan 'break point' pada dinding luar bangunan untuk tujuan memudahkan anggota bomba menjalankan kerja-kerja operasi.

7.

Adakan bidai gulung [roller shutter] ketahanan api 2 jam / 4 jam seperti tertanda di dalam pelan.

8.

Penggunaan kaca-kaca pada dinding luar bangunan hendaklah dari jenis yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

9.

Semua lubong perkhidmatan (service shaft) hendaklah ditutup disetiap tingkat dengan bahan ketahanan api dua jam.

10.

Semua bilik bagi penempatan pam bomba dan janakuasa hendaklah dibina dari tembok batu-bata ketahanan api dua jam. Pintu-pintunya hendaklah ketahanan api satu jam.

11.

Dinding dua pihak hendaklah dari jenis batu-bata setebal 200mm jenis yang menanggung beban dan 100mm yang tidak menanggung beban. Dinding ini hendaklah dinaikkan 225 mm melebihi paras bumbung atau mematuhi rekabentuk yang dipersetujui oleh Jabatan Bomba dan Penyelamat Malaysia.

12.

Semua dinding pembahagi dalaman hendaklah dari jenis ketahanan api ½ jam dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

13.

Dinding pengasing antara kilang dan pejabat hendaklah setebal 100mm / 200mm dan dinaikkan hingga ke paras bumbung seperti tertanda di dalam pelan.

14.

Adakan dinding pembalik (deflector wall) pada dinding yang mengepung tangga tunggal di pintu masuk utama sepanjang 450mm sepertimana yang ditandakan di dalam pelan.

15.

Ruangan lobi lif hendaklah dibina dari bahan ketahanan api dua jam dan dilindungi dengan alat pengesan asap mengikut UUKBS 1984.

16.

Adakan sebuah pusat pemerintahan dan kawalan kebakaran di lantai tetuan (designated floor) yang dilengkapi dengan peti penggera kebakaran bagi bangunan melebihi 30.5 meter tinggi.

1.

Adakan sistem penyembur air automatik mengikut Piawaian Malaysia MS 1910 dan peruntukan dalam UUKBS 1984.

2.

Adakan sistem pancur basah mengikut Piawaian Malaysia MS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

3.

Adakan sistem pancur kering mengikut Piawaian Malaysia MS 1489 : Part 1 dan peruntukan dalam UUKBS 1984.

7.

Adakan sistem pengesan haba / asap mengikut Piawaian Malaysia MS 1745 : Part 14 dan peruntukan dalam UUKBS 1984.

8.

Adakan lampu tanda `KELUAR' kecemasan mengikut Piawaian Malaysia MS 985 dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

9.

Adakan lampu kecemasan yang menggunakan dua kuasa karan sepertimana yang ditandakan di dalam pelan. Lampu-lampu tersebut hendaklah dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

10.

Adakan ................. unit alat pemadam api mudahalih yang bersesuaian mengikut Piawaian Malaysia MS 1539: Part 3.

11.

Adakan sistem pengurusan asap mengikut Piawaian Malaysia MS 1780 atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

12.

Adakan sistem isitekan (pressurization system) mengikut Piawaian Malaysia MS 1472 dan peruntukan dalam UUKBS 1984.

13.

Adakan sistem pemasangan tetap gas mengikut Piawaian Malaysia berkaitan atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

14.

Adakan lif bomba sepertimana yang ditandakan di dalam pelan mengikut Piawaian Malaysia MS 1183 : Part 5 dan peruntukan dalam UUKBS 1984.

15.

Adakan sistem siaraya awam (public address system) mengikut peruntukan UUK 239, UUKBS 1984.

16.

Adakan sistem komunikasi bomba (telefon bomba) dimana sistem komunikasinya hendaklah tiga hala dan penempatannya di dalam tangga keselamatan / lobi menentang kebakaran, bilik motor lif, bilik pam bomba dan bilik janakuasa.

H

17.

Saluran pendingin hawa hendaklah dipasang dengan sesekat api (fire damper) mengikut Piawaian Malaysia MS 555 dan dari jenis yang diluluskan oleh Jabatan Bomba dan Penyelamat Malaysia.

BUIL

GS

ETB

ACK

LIN

E

FALL

45,0°

20° 20°

20°

°

,0°

FALL

45

RADIUS : 45M

KELUAR SIGN

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

BG

BREAK GLASS

HR

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

COVERAGE : 90M PROJECT TITLE

AQUAPONIC INTERGRATED TRADING CENTRE STAKEHOLDER :

Adakan .................unit penggera kebakaran jenis pecah kaca mengikut Piawaian Malaysia MS 1745 : Part 14 dan peruntukan dalam UUKBS 1984.

,0°

4.

20°

0

FALL

20°

45

EMERGENCY LIGHT

20°

DIN

FALL

N

EL

1489 : Part 1 dan peruntukan dalam UUKBS 1984.

0MM

FALL

17

Semua tangga keselamatan hendaklah dikepung dengan tembok batu-bata setebal 100mm atau bagi tangga jenis terbuka mematuhi UUKBS 1984. Adakan pintu api satu jam sepertimana yang ditandakan di dalam pelan. Pemasangannya hendaklah tertutup sendiri dan tertutup rapat.

6.

810

20°

DESCRIPTION

2.

2500

K

45,0°

SYMBOL

3.

Adakan sistem pancur menurun mengikut peruntukan dalam UUKBS 1984.

500

FIRE HYDRANT

Adakan ...................unit saluran bantu mula mengikut Piawaian MalaysiaMS

LL

R4

M&E LEGEND: FIRE FIGHTING

Penggunaan siling bangunan hendaklah menepati kehendak-kehendak UUKBS 1984 Jadual Kelapan.

5.

P 1:15

FALL

Sila kemukakan tiga (3) set buku operasi mengikut syarat-syarat Jabatan Bomba dan Penyelamat Malaysia.

V W

FA FALL

LL

30

0 4000

0 4998

WAY CESS FIRE

APPL

IANC

ES AC

ING UILD MB

29

P 1:15

1050

1200

AY

BAC

ALKW

SET

AN W STRI

28

U

4000

FALL 20°

8100 M

2500

FALL

PEDE

5

R4

27

RAM

M

8.

Kehendak-kehendak Pasif

4.

RAM

ESS

000

FALL

EGR

R6000

20°

ESS

INGR

BICY PARK CLE ING

DIS ABL CARPA ED RK

H

UP DN

T

4000

20°

K LIN

8000 3000

VOID

15

16

Adakan `graphic design of floor plan' berlatarbelakang warna putih yang menunjukkan tangga keselamatan, laluan-laluan keselamatan, jalan-jalan keluar dan kedudukan alat-alat pencegah kebakaran. Penempatannya hendaklah ditempat yang mudah dilihat.

Kehendak-kehendak Aktif

E

2500

2500

R60

ING H

SS

RE

L

7.

20°

14

FALL

Semua papan tanda keselamatan kebakaran hendaklah mematuhi Piawaian Malaysia MS 982.

DN

00

EG

6.

R3000

NTING FALL

Bagi bangunan yang melebihi 30 meter, semua tangga yang dicadang untuk digunakan sebagai jalan keluar hendaklah dilanjutkan ke paras bumbung untuk memberi akses kepadanya mengikut UUK 195, UUKBS 1984.

30°

-OFF

0MM

FALL

5.

30°

4000

FALL

IANC

ES AC

15°

APPL

15°

FALL

4000

15°

20°

30°

/ FIRE

0 8000

FALL

FALL

Penggunaan gas petroleum cecair (L.P.G) secara `bulk storage' hendaklah mematuhi syarat-syarat penentuan Piawaian Malaysia MS 830 dan MS 930. Sila kemukakan pelan yang lengkap ke Jabatan ini.

FALL

AGE

25 15° FALL

S

FALL

FALL

BOAR

D

4000

30°

SIGN

2500 2500

4000

FALL

WAY

15°

CESS

FALL

4.

15°

G

15°

Semua elemen struktur hendaklah mempunyai tempoh ketahanan api mengikut Jadual Kesembilan, UUKBS 1984. Adakan sistem pengudaraan bagi tangga keselamatan sama ada secara biasa atau mekanikal.

4000

20°

CONVE

30°

8000 4000

4000

FALL

4000

WA LK WA Y RIA N

H

2500

15° FALL

2. 3.

LEGEND:

00

PE DE ST

T

0

FALL

2500

8000 0 8000

2500 2500

2500

BEL

R

1600

Semua pendawaian elektrik bagi sistem kecemasan hendaklah dalam konduit logam atau daripada kabel yang mempunyai penebatan mineral tahan api. Pemasangannya hendaklah sepanjang kawasan yang paling kurang risiko kebakarannya dan mematuhi UUK 253(4), UUKBS 1984.

00

2500

YOR

FALL

15°

RKIN

Ketinggian kelegaan hendaklah tidak kurang daripada 5 meter.

Ø9

2500

4000

CONVE

20°

1750 0 1250 0

Q

FALL

F PA

11.

20°

15°

Pondok kawalan berpalang pada jalan masuk utama akses perkakas bomba hendaklah mematuhi spesifikasi Jabatan Bomba dan Penyelamat Malaysia. Kecerunan jalan akses perkakas bomba hendaklah tidak kurang 1 : 12.

FALL

FALL

FALL

1600

P

30°

15°

FALL

STAF

4000

LL

FA

20°

5000

9. 10.

1.

15° FALL

13

FA

0 500

5° FALL

FALL

2500

NG FALL

FALL

12

LL

FALL

EG

24

20°

PLANTI

11

30°

5° FALL

6000

R

15°

20°

PERIME TER

10

30°

FALL

FALL

FALL

15°

FALL

ESS

20°

15°

FALL

FALL

ES AC

AY ALKW AN W STRI PEDE

4000

3600 0

0 1900 10 2 00 0

ACCESS WAY 20°

Adakan tulisan perkataan berwarna kuning ”LALUAN JENTERA BOMBA KOSONGKAN LALUAN' di atas jalan akses perkakas bomba dan papan tanda ”LALUAN JENTERA BOMBA - KOSONGKAN LALUAN' bersebelahan akses perkakas bomba mengikut spesifikasi Jabatan Bomba dan Penyelamat Malaysia (bagi bangunan komersial sahaja).

30°

E

APPLIAN CES

23

DIS ABL ED CAR PAR K

FALL

2000

FALL

15°

FALL

8.

30°

R4

15°

15°

FALL

FALL

20° FALL

000

G

FALL

22

20° DIS ABL ED CAR PAR K

R9

ANTIN

K LIN

FF / FIRE

100DP

FALL

FALL

R PL

21

15°

15°

Adakan jalan akses perkakas bomba (access road) dengan kelebaran tidak kurang 6 meter yang boleh menanggung beban 25 tan sepertimana yang ditandakan didalam pelan.

PERI

METE

20

20° FALL

FALL

2000

SET BAC

FALL

DROP-O

1600

15°

20°

Pili bomba sediada hendaklah dalam jarak 91.5 meter dari bangunan cadangan dan berada dalam keadaan baik.

12. Jarak antara bangunan hendaklah mematuhi Jadual Ke Enam UUKBS 1984.

ING

4000

BAY

WALKWA Y

20°

15°

FALL

LINE

MM

NDAH

FALL

FALL

ACK

VERA

20°

FALL

FALL

6000

2

100DP

FALL

ETB

BUIL D

LOADING

FALL

P 1:12

0MM

2500

20°

4000

2000 2000

2000 0 1000 0

H 15°

RC RAM

MIN 200

2500

100DP

2000

MIN

19

RESS

DIS ABL CAR ED PAR K

8

9

2

MP 1:1

NG LANE

7

R15

RC RA

FALL

SERVICI

6

MP 1:1

PEDEST RIAN

5

RC RA

ING

00

-OFF

5. 7.

Kehendak-Kehendak Am:-

18

VERA

DROP

GS

-OFF

4000

WAY

DIN

810 0MM

4

Mengadakan 2 talian hos berukuran 64mm x 30 meter dan sebatang nozel dari jenis 'jet & spray' yang ditempatkan di dalam peti kabinet berhampiran dengan tiap-tiap pili bomba.

1.

NDAH

3

4.

DN

BUIL

R9000

MOT OR PARK CYCL E ING

IANC

2

17

ACK LINE

FALL

16

ETB

FALL

2000

0MM

2800 0 1200 0

FALL

Adakan .......... buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1500 liter seminit bagi setiap pili bomba dan 3000/4500 lit/min apabila 2/3 buah pili bomba dibuka serentak (pressurized hydrant).

0

8000

810

DROP

SS

15°

3.

1200

CESS

FALL

H

S/EGRE

15°

O

2000

DN

4000

FALL

N

2800 0 4000

8000

4000

15°

0

4000

FALL

BUIL DIN GS

INGRES

15°

15°

1200

2000

ESS

FALL

0MM

FALL

810

15°

2000

R ING

EGRESS

8100MM BUILDING SETBACK LINE

MOT FALL 15° OR PARK CYCL E ING

Pili bomba awam (tidak bermeter) hendaklah dicat dengan warna 'signal red' manakala pili bomba swasta (bermeter) dicat dengan warna kuning. (Kod cat : MS 164:1992 dan MS 1932:1996 - Specification for pillar hydrant: 5 Coating).

0

MIN 2000MM PERIMETER PLANTING

FALL

2.

H

2000

2600

Adakan ......... buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1000 liter seminit bagi setiap pili bomba sepertimana yang ditandakan didalam pelan.

H

C2

6000

4000

1.

H

A A1 B C C1

18.

Adakan suis pengasingan elektrik (electrical isolation switch) yang membolehkan pemotongan bekalan kuasa elektrik ke tingkat atau zon berkenaan yang menggunakannya.

19.

Adakan sistem talian terus amaran kebakaran ke balai bomba terdekat dan pemasangannya hendaklah mematuhi syarat-syarat penentuan Jabatan Bomba dan Penyelamat Malaysia.

FALL 20

20. FALL 20°

Adakan sistem busa [foam system] mengikut syarat-syarat penentuan NFPA atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat.

21. Adakan alat pengesan asap jenis kuasa tersendiri [self contained type smoke detector] mengikut syarat-syarat penentuan NFPA atau mana-mana penentuan yang dibenarkan oleh Jabatan Bomba dan Penyelamat.

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

Peringatan UP

TURNING RADIUS 6M - 9M RADIUS COMPLY TO LOCAL AUTHORITY REQUIREMENT

1.

Segala syarat-syarat yang dikemukakan adalah tertakluk kepada rekabentuk dan kegunaan serta lokasi bangunan tersebut. Sekiranya sebarang perubahan yang dilakukan ke atas rekabentuk atau kegunaannya seperti yang dicatatkan di atas pelan maka hendaklah dirujuk ke Jabatan ini untuk dikaji semula.

2.

Segala pemilihan bahan dan penggunaannya yang berkaitan dengan keselamatan kebakaran bagi projek cadangan serta sistem pencegahan kebakaran hendaklah mematuhi UUKBS 1984 dan peraturan-peraturan yang diterima sahaja dan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.

3.

Bagi bangunan yang rekabentuknya melebihi 18.5 meter hingga ke lantai penuh yang tertinggi sekali, sesalur-sesalur naik mengikut Undang-Undang Kecil 232 hendaklah dipasang sebaik sahaja selepas bangunan itu melebihi tinggi tersebut untuk mengadakan kemudahan-kemudahan mencegah kebakaran dalam masa berbagai peringkat pembinaan itu.

4.

Pengesahan pelan ini adalah tidak tertakluk kepada penyimpanan, penggunaan, pemerosesan dan penghasilan bahan berbahaya atau kimia berbahaya. Sekiranya terdapat sebarang penyimpanan, pengunaan, pemerosesan dan penghasilan bahan berbahaya atau kimia berbahaya setelah pelan disahkan maka pelan bangunan tersebut hendaklah dirujuk kembali ke jabatan ini untuk dikaji semula.

5.

Pelan lukisan dan pengiraan bagi semua pemasangan tetap hendaklah dikemukakan ke Jabatan Bomba dan Penyelamat, Malaysia. Jumlah pelan-pelan yang perlu dikemukakan hendaklah dua perenggu.

6.

Mana-mana premis yang mengendalikan, memproses atau menyimpan bahan-bahan bahaya hendaklah diadakan tanda khas mengikut simbol 'Hazchem Code'. Tanda-tanda ini hendaklah mudah dilihat.

LA

T

U KIB

SP02

SITE PLAN-B2

DESIGNED BY :ROBERT LAM

01

SCALE 1:500 'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DRAIWING TITLE :

BOMBA

SITE PLAN-B2

DRAWING NO.

00/AR 524/ Sem21-01/SP/02 DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

SCHEDULE OF ACCOMODATION

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SITE B1

26000 12000 4000

4000

2000M

MIN

200

DING

E

K LIN

BAC

SET

IL M BU

M

8100

CAR PARKING

MOTORCYCLE PARKING

8100MM BUILDING SETBACK LINE 8100MM BUILDING SETBACK LINE

8100MM BUILDING SETBACK LINE

G

ANTIN

ER PL

RIMET

PE 0MM

MIN 2000MM PERIMETER PLANTING

SS RE

ESS EGR

G

ANTIN

ER PL

RIMET

M PE

MIN

4000

4000

16

00

R90

4000

3000

G IN

3000

K K

17 PADDY TANK

28000 12000

8000 2000 2000

LECTURE HALL

K

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

II

V

PADDY TANK

18

MOTORCYCLE PARKING

4000

6000 4000

Instituional

Shop

50DP

P

ft

Q

50DP

WC

TAP

ft WC

TAP

10000

50DP

DISABLED TOILET

WC

RC RAMP 1:12

MALE TOILET

EXHIBITION POD

TAP

H

VERANDAH

100DP

RC RAMP 1:12

B

ft

VERANDAH

B

50DP

DROP-OFF

B

WC

20

TAP

0

DROP-OFF / FIRE APPLIANCES ACCESSWAY

4000

0

50

R1

50

GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

NA

SECOND FLOOR

NA

GROUND

432.95 + 95.9 + 278.90 + 135. + 59.6 = 1002.35

FIRST FLOOR

115.9000

SECOND FLOOR

NA

GROUND

200

FIRST FLOOR

54.5 + 40 = 94.5

SECOND FLOOR

54.5

GROUND

NA

FIRST FLOOR

46.3+76.21 = 122.51

SECOND FLOOR

NA

GROSS FLOOR AREA (M2)

586.66

1118.25

PADDY TANK

ft

INGRE

4000

INGRESS

FIRE APPLIANCES ACCESSWAY

r:1

GROSS FLOOR AREA (M2)

K

19

SS SS/EGRE

FLOOR LEVEL

4000

R 16000 8000

S FILTRATION TANK

4000

VII

Place of assembly

349

100DP

VERANDAH

UP

VERANDAH

50DP

RAMP 1:12

TRANSFORMER ROOM

B

50DP

6000

50DP

B

4000

ACCESSWAY

W1

FISH MARKET

SITE B2 UP

DP

UP

ESTR

IAN

W1

UP

6000

2500

MACHINERY WORKSHOP

UP

COURTYARD

4000

2500

II

HAWKER STATION 6

HAWKER STATION 7

DROP-OFF / FIRE APPLIANCES ACCESSWAY

PLANTING

HAWKER STATION 2

HAWKER CENTRE

K

2500

HAWKER STATION 4

HAWKER STATION 5

2500

HAWKER STATION 10

HAWKER STATION 11

BAR KITCHEN K

IV 00

R30

EMERGENCY LIGHT

K

KELUAR SIGN

2500 2500 3000

REFLECTING POOL

2500

8000

240 + 146.66 + 200 = 586.66

FIRST FLOOR

281 + 281 + 281 + 281 + 62 + 62 +30 + 30 +30 + 30 =1368

SECOND FLOOR

224 + 224 + 224 + 224 + 62 + 62 + 6.95 + 6.95 = 1033.9

EGRESS

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

BG

BREAK GLASS

VII. PLACE OF ASSEMBLY VIII. STORAGE AND GENERAL

HOSE REEL

THIRD FLOOR

168.9 + 168.9 + 168.9 + 168.9= 675.6

GROUND

NA

FIRST FLOOR

180

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

120+120+64 = 304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

62+200

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

FIRE ALARM CONTROL PANEL (F.A.C.P)

PROJECT TITLE

180

29

2500 SUCTION TANK ROOM

4000

28

STAIR TRANSFORMER ROOM

VII

K

K

AQUAPONIC INTERGRATED TRADING CENTRE

Place of assembly

SWITCHGEAR ROOM

RECEPTION K

UP

304

STAKEHOLDER :

MSB ROOM

30

GENSET ROOM

RAMP 1:15

8100MM BUILDING SETBACK LINE

RE

0

K

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

V. SHOPS

3663.75

Office

V W

10500 4000

00 R6

SS

2500

K

TICKET KIOSK

S ES

15

J

GR

REFLECTING POOL

I

IN

14

7500 2500

4000

4998

PEDESTRIAN WALKWAY

4000

H

G H

DISABLED CARPARK

U

27 12000

PLANTING

FEMALE TOILET

IV. OFFICE

4000

M PERIMETER

13

00

R90

DISABLED TOILET

RAMP 1:15

T

K

FIRE APPLIANCES ACCESSWAY

4000

MIN 2000M

DISABLED TOILET

DINING AREA

GROUND

0

INGRESS

MALE TOILET

DP

HR

00

R6

2500

K

UP

GROSS FLOOR AREA (M2)

DN

8100MM BUILDING SETBACK LINE

2500

STAFF PARKING

HAWKER STATION 9

GROSS FLOOR AREA (M2)

HAWKER STATION 8

HAWKER STATION 1

HAWKER STATION 3

FLOOR LEVEL

Institutional

BAR KITCHEN

H

2500

EL

UP

K

K

2500

FIRE HYDRANT

II. INSTITUTIONAL

UP

25 26

2500

PADDY DRYING AREA

K

5000

COURTYARD

UP

4000

2000

AQUAPONIC WORKSHOP

PED

K

28000 12000

WAY WALK

6000

REFUSE CHAMBER

SIGNAGE BOARD

MARKET STATION 4

UP

R9000

8000

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

W1

W1

H

80000 8000

K

UP

W1

AQUARIUM

2500 2500

24

DISABLED CARPARK

MARKET STATION 3

AQUARIUM

SCHEDULE OF ACCOMODATION

4000

EG

K

UP

W1

M PERIMETER MIN 2000M

2500

RE

DISABLED CARPARK

MARKET

4000

SS

JANITOR ROOM

UP

APPLIANCES

16000 1900210000

WC TAP

W1

UP

17500 12500

2000

ft

ft

K

16000

B

TAP

B

WC

B

50DP

WC TAP

K

12

DESCRIPTION

ft

ft

LIFT

RC RAMP 1:12 K

W1

11

SYMBOL

TAP

WC TAP

W1

10

WC

ft

STAIR

D4

9

FILTRATION TANK

122.51

GENSET ROOM

RC RAMP 1:12

8

50DP

MARKET STATION 2

W1

W1

7

50DP

ft

50DP

FEMALE TOILET DISABLED TOILET

TAP

50DP

EXHIBITION POD

DISABLED CARPARK

WC

50DP

50DP

B

Storage and general

ft

B

FEMALE TOILET

LEGEND: M&E LEGEND: FIRE FIGHTING

VIII TAP

B

UP

K

23

100DP

DISABLED TOILET

SWITCHGEAR ROOM

CONVEYOR BELT

UP AQUACULTURE TANK

50DP

MALE TOILET B

UP

CROPS PROCESSING AREA

WC

4000

JANITOR ROOM

WC

LOBBY

LIFT

MARKET STATION 1

TAP

SUCTION TANK ROOM

/ FIRE DROP-OFF

4000

ft

WC

50DP

SERVICING LANE

36000

TAP

K W1

RC RAMP 1:12

MSB ROOM

6

ft

WC

CONVEYOR BELT

UP K

4000

4000

LIFT

TAP

DISABLED RAMP 1:12 K

50DP

4

W1

LOADING BAY

3

22

K

ft

WALKWAY PEDESTRIAN

20000 10000 2000 2000

W1

UP

8000 4000

K

2000

K

LIFT

88000 24000 4000

4000

DN

21

H

K

H

W1

2

5

PEDESTRIAN WALKWAY

K

1

H

EG

VIII BICYCLE PARKING

Storage and general

262

GAZEBO 2

GAZEBO 1

K °

45,0

L

16 17

45,0 °

K

UP

M

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

UP

GAZEBO 3

FISHING GROUND

°

45,0

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

K

N

45,0

°

GAZEBO 5 GAZEBO 4

DRAIWING TITLE :

GROUND FLOOR PLAN

BOMBA

UP

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

GROUND FLOOR PLAN - TRAVEL DISTANCE & EXIT DOORS

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

SCHEDULE OF ACCOMODATION

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

SITE B1

12000

4000 8000

2000

8000

2000 2000

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

26000 6000

8000

4000

2000 2000

12000

3000

3000

4000

4000

4000

8100MM BUILDING SETBACK LINE

FALL 15°

FALL 15°

M

8100

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

4000

FA

DP C02

C02 DP

4000

BG HR

HR BG

FA

K

17 PADDY FARM

28000 12000

FALL 15°

16

CROPS GROWTH SPACE

CROPS GROWTH SPACE

II

V

Instituional

Shop

PADDY FARM

18 4000

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

ING

ILD M BU

8100MM BUILDING SETBACK LINE

FALL 15°

FLOOR LEVEL

GROSS FLOOR AREA (M2)

GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

NA

SECOND FLOOR

NA

GROUND

432.95 + 95.9 + 278.90 + 135. + 59.6 = 1002.35

FIRST FLOOR

115.9000

SECOND FLOOR

NA

GROUND

200

FIRST FLOOR

54.5 + 40 = 94.5

SECOND FLOOR

54.5

GROUND

NA

FIRST FLOOR

46.3+76.21 = 122.51

SECOND FLOOR

NA

GROSS FLOOR AREA (M2)

586.66

1118.25

K

4000

19

4000

PADDY FARM

VII BALCONY K

STAIRCASE

K

Q 4000

AC OUTDOOR UNIT HOUSING AREA

BALCONY PHYTOREMEDIATION LAB

AC OUTDOOR UNIT HOUSING AREA

10000

FALL 20°

P

R 16000 8000

Place of assembly

4000

OBSERVATORY DECK

DN

HR BG

8000 4000 2000

88000 24000 4000

DN VOID

WATER MONITORING LAB

4000 C02 BG

EL

OBSERVATORY DECK

SCHEDULE OF ACCOMODATION

4000

SITE B2

24

AQUARIUM

4000

PADDY FARM K

DN EL

EL

EL

EL

EL FA HR

VOID

DP C02 BG

EL

C02 BG

EL

6000

PADDY FARM

28000 12000

DN

AQUARIUM

EL

EL

EL

FIRE HYDRANT

EL

EMERGENCY LIGHT

K

KELUAR SIGN

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

CROPS GROWTH SPACE

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

CROPS GROWTH SPACE

FLOOR LEVEL

GROSS FLOOR AREA (M2)

GROSS FLOOR AREA (M2)

BG

BREAK GLASS

HR

IV. OFFICE V. SHOPS VII. PLACE OF ASSEMBLY

GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

281 + 281 + 281 + 281 + 62 + 62 +30 + 30 +30 + 30 =1368

SECOND FLOOR

224 + 224 + 224 + 224 + 62 + 62 + 6.95 + 6.95 = 1033.9

THIRD FLOOR

168.9 + 168.9 + 168.9 + 168.9= 675.6

GROUND

NA

FIRST FLOOR

180

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

120+120+64 = 304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

62+200

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

VIII. STORAGE AND GENERAL

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

EL

2500 2500

2000

6000

2500

5000

25

EL

FALL 15°

FALL 15°

FA

DP C02

C02 DP

FA

FALL 15°

FALL 15°

PADDY FARM

17500 12500

2500

EL

FALL 15°

FALL 15°

IV

FALL 15°

FALL EL15°

2500

180

Office

FALL 15°

PADDY FARM EL

2500

10

PROJECT TITLE

EL

2500

EL

3663.75

HR BG

4000

EL

2500 2500

FALL 15°

Institutional

PADDY FARM K BG HR

26 EL

9

II 4000

EL

FALL 15°

2500

80000 8000

8

2500

DESCRIPTION

DN

7

EL

FALL 15°

FALL 15°

FALL 15°

FALL 15°

2500

EL

EL

4000

11

SYMBOL

EL

DN

DP

122.51

VOID

EL

FALL G:15° / 3:20

Storage and general

4000

EL

II. INSTITUTIONAL

M&E LEGEND: FIRE FIGHTING

VIII

DN

BALCONY

CROPS GERMINATION LAB

AC OUTDOOR UNIT HOUSING AREA

AC OUTDOOR UNIT HOUSING AREA

6000

STAIRCASE K

BALCONY

4000 4000

20000 10000 2000 2000 4000

FA

LOBBY

ft

4000

B

TAP

36000

BRIDGE

LEGEND:

DN

K

DP

UP

FALL 15°

16000 1900210000

BALCONY/OPEN SPACE

C02 DP WC

6

50DP

FA

EL

STAIR

K

DN

ft

23

EL

HR 1:12 RAMP

LIFT

BI

HR BG

TAP

EL

EL

FALL 15°

WC

ELETRICALUTILITY ROOM ROOM

LIFT

B

COLD STORAGE

5

FA

BG

RAMP 1:12 EL

FALL 15°

K

LIFT LOBBY

DP

50DP

EL

WC

HR

DN

EL

C02 DP

FA

RC ROOF

K

22

LIFT FALL 15°

B

50DP

GOODS TRANSPORTING BRIDGE GOODS COLLECTION AREA

B

TAP

EL

ft

4

EL

50DP

2

EL

WC

UP

EL

TAP

STAIR

3

EL

K

RISER UTILITY ROOM ROOM

LIFT

21

DN EL

2000

ft

1

349

S

H

20

PADDY FARM

AQUAPONIC INTERGRATED TRADING CENTRE

K

12

EL

EL

EL

EL

EL

4000

G H

7500 2500

I

J 2500

FA

2500

14

2500 HR

EL

DP C02

3000

V W

10500 4000

2500 WC

ft

ft

PADDY FARM

VII

Place of assembly

304

WC

STAKEHOLDER :

STAFF TOILET

STAIR

EL

EL WASHROOM B

28

ft

B

K BG

HR

FA

PANTRY

EL

EL

29

UP

EL

DP

OPEN FLOOR PLAN OFFICE

30

UP DN K

8100MM BUILDING SETBACK LINE

EL

OBSERVATORY DECK

VIII

Storage and general

262

FALL 20°

15

VOID

2500

8000

BG

27 4000

EL

4998

EL

12000

EL

K

13

U 4000

4000

8100MM BUILDING SETBACK LINE

8000

16000

T RIVERVIEW DINING

FALL 20°

K °

45,0

L

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

16 17

45,0 °

OBSERVATORY DECK

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

DN

M

FALL 20°

VOID DN

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

° 45,0

N

45,0

°

FALL

DRAIWING TITLE :

FALL 20°

20°

FIRST FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/02

KIBLAT

U

P02

FIRST FLOOR PLAN-FIRE EXTINGUISHING SYSTEM

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

SCHEDULE OF ACCOMODATION

O

28000 12000

F

SITE B1

12000

4000 8000

2000

8000

2000 2000

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

26000 6000 4000

8000 2000 2000

12000

3000

3000

4000

4000

4000

8100MM BUILDING SETBACK LINE 4000 4000

K

17

28000 12000

M

CROPS GROWTH SPACE

CROPS GROWTH SPACE

II

V

Instituional

Shop

18 4000

8100

8100MM BUILDING SETBACK LINE

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

ING

ILD M BU

16

4000 4000

VII

K

STAIRCASE

K

Q 4000

AC OUTDOOR UNIT HOUSING AREA

ORGANIC WASTE COMPOSTING LAB

AC OUTDOOR UNIT HOUSING AREA

10000

P

BALCONY

BALCONY

20

R

2000 8000 4000

K

BALCONY/OPEN SPACE

50DP

WC

ft

WC

TAP

50DP

2000

88000 24000 4000

4000

50DP

B

B

TAP

4000

WC

ELETRICALUTILITY ROOM ROOM

LIFT

TAP

240 + 146.66 + 200 = 586.66

FIRST FLOOR

NA

SECOND FLOOR

NA

GROUND

432.95 + 95.9 + 278.90 + 135. + 59.6 = 1002.35

FIRST FLOOR

115.9000

SECOND FLOOR

NA

GROUND

200

FIRST FLOOR

54.5 + 40 = 94.5

SECOND FLOOR

54.5

GROUND

NA

FIRST FLOOR

46.3+76.21 = 122.51

SECOND FLOOR

NA

ORGANIC WASTE COMPOSTING LAB

16000 8000

DRONE DEPLOYMENT DECK

Place of assembly

4000

DN UP

VOID

VOID

VIII

Storage and general

SCHEDULE OF ACCOMODATION

4000 FALL 20°

FALL 15°

FALL 20°

SITE B2

4000 FALL 20°

FALL 15°

6000

FALL 20°

K

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

FALL 15°

FALL 20°

28000 12000

16000 1900210000

FALL 20°

FALL 15°

FALL 15°

CROPS GROWTH SPACE

6000

2500

5000

25

II 4000

2500

26

2500

2500

FLOOR LEVEL

GROSS FLOOR AREA (M2)

GROSS FLOOR AREA (M2)

2500 17500 12500

IV

GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

281 + 281 + 281 + 281 + 62 + 62 +30 + 30 +30 + 30 =1368

SECOND FLOOR

224 + 224 + 224 + 224 + 62 + 62 + 6.95 + 6.95 = 1033.9

EL

EMERGENCY LIGHT

K

KELUAR SIGN

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

BG

BREAK GLASS

THIRD FLOOR

168.9 + 168.9 + 168.9 + 168.9= 675.6

GROUND

NA

FIRST FLOOR

180

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

120+120+64 = 304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

62+200

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

V. SHOPS VII. PLACE OF ASSEMBLY VIII. STORAGE AND GENERAL

HOSE REEL

PROJECT TITLE

180

2500 2500 4000

IV. OFFICE

3663.75

Office

FALL 20°

12

II. INSTITUTIONAL

FIRE ALARM CONTROL PANEL (F.A.C.P)

2500

11

FIRE HYDRANT

HR

Institutional

K

2500

10

DESCRIPTION

CROPS GROWTH SPACE

4000

2500 2500

2000

SYMBOL

FALL 15°

4000

4000

36000

122.51

DRONE DEPLOYMENT DECK

7 80000 8000

LEGEND:

DN UP

24

2500

349

M&E LEGEND: FIRE FIGHTING K

4000

4000

BALCONY

23

STAIRCASE K

AC OUTDOOR UNIT HOUSING AREA

FALL 15°

6

9

1118.25

BALCONY

FALL 20°

AC OUTDOOR UNIT HOUSING AREA

6000 FALL 20°

FALL 15°

5

8

586.66

ft

20000 10000 2000 2000

50DP

ft

4

50DP

3

B

LIFT LOBBY

22

FALL 15°

B

RISER UTILITY ROOM ROOM

LIFT

21

WC

FALL 15°

TAP

2

FALL 20°

GROUND

GROSS FLOOR AREA (M2)

S

ft

FALL 20°

FALL 15°

GROSS FLOOR AREA (M2)

K

19

1

FLOOR LEVEL

H

A A1B C C1 C2 D D1 D2 E

2000 2000

AQUAPONIC INTERGRATED TRADING CENTRE

FALL 20°

2500 3000

Place of assembly

LL FA

ROOF GARDENING

4000 4998

12000

ROOF GARDENING

K

FALL 20°

UP

VII

LL

304

STAKEHOLDER :

ROOF GARDENING

30

UP DN K

2500

15

FALL 20°

FA

4000

8000

VOID

29 4000

J 2500

2500

14

I

V W

LL

7500 2500

2500

10500 4000

FA

G H

28

FALL 20°

27

LL

13

U 4000

FA

8100MM BUILDING SETBACK LINE

8000

16000

T FALL 20°

8100MM BUILDING SETBACK LINE

OBSERVATORY DECK

VIII

Storage and general

262

K °

45,0

L ° 45,0

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

FALL 20°

16 17

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

K

FALL 20°

M

FALL 20°

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

K

45,0 FALL 20°

°

N

45,0

°

DRAIWING TITLE :

SECOND FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/03

KIBLAT

U

P03

SECOND FLOOR PLAN-FIRE EXTINGUISHING SYSTEM

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

SCHEDULE OF ACCOMODATION

O

28000 12000

F

SITE B1

12000

4000 8000

2000

8000

2000 2000

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

26000 6000 4000

8000 2000 2000

12000

3000

3000

4000

4000

4000

8100MM BUILDING SETBACK LINE 4000 4000

K

28000 12000

17

V

Instituional

Shop

18 4000

B

8100MM BUILDING SETBACK LINE

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

MM

8100

ING UILD

16

II

4000 4000

VII

20

P

Q

10000

4000

R 16000 8000

Place of assembly

4000

240 + 146.66 + 200 = 586.66

FIRST FLOOR

NA

SECOND FLOOR

NA

GROUND

432.95 + 95.9 + 278.90 + 135. + 59.6 = 1002.35

FIRST FLOOR

115.9000

SECOND FLOOR

NA

GROUND

200

FIRST FLOOR

54.5 + 40 = 94.5

SECOND FLOOR

54.5

GROUND

NA

FIRST FLOOR

46.3+76.21 = 122.51

SECOND FLOOR

NA

LEGEND: 122.51

FALL 20°

FALL 20°

Storage and general

FALL 30°

K

6000

349

4000

4000

23

4000

SCHEDULE OF ACCOMODATION

4000

6

SITE B2 K

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

6000

28000 12000

16000 1900210000

4000

24

6000

2500

5000

25

4000

2500 17500 12500

2500

9

GROSS FLOOR AREA (M2)

GROUND

240 + 146.66 + 200 = 586.66

GROSS FLOOR AREA (M2)

FIRE HYDRANT

EL

EMERGENCY LIGHT

K

KELUAR SIGN

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

BG

BREAK GLASS

II. INSTITUTIONAL IV. OFFICE V. SHOPS VII. PLACE OF ASSEMBLY

FIRST FLOOR

281 + 281 + 281 + 281 + 62 + 62 +30 + 30 +30 + 30 =1368

SECOND FLOOR

224 + 224 + 224 + 224 + 62 + 62 + 6.95 + 6.95 = 1033.9

THIRD FLOOR

168.9 + 168.9 + 168.9 + 168.9= 675.6

GROUND

NA

FIRST FLOOR

180

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

120+120+64 = 304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

62+200

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

HOSE REEL

3663.75

PROJECT TITLE

180

2500 2500 4000

VIII. STORAGE AND GENERAL

FIRE ALARM CONTROL PANEL (F.A.C.P)

2500

11

DESCRIPTION

HR

Office

2500

IV

FLOOR LEVEL

Institutional

K

26

2500

8

II 4000

2500 2500

2000

2500

80000 8000

7

10

SYMBOL

4000

36000

1118.25

M&E LEGEND: FIRE FIGHTING

VIII FALL 20°

2000

LIFT

K

5

2500

586.66

FALL 30°

8000 4000

88000 24000 4000

4000 4000

20000 10000 2000 2000

FALL 20°

FALL 20°

FALL 20°

LIFT

22

4

2000

K

3

GROUND

GROSS FLOOR AREA (M2)

S

FALL 30°

K

21

2

GROSS FLOOR AREA (M2)

K

19

1

FLOOR LEVEL

H

A A1B C C1 C2 D D1 D2 E

2000 2000

AQUAPONIC INTERGRATED TRADING CENTRE

12

G H 2500

LL

7500 2500

I

J 2500

5

3000

8000

15

FA

V W 2500

VII

Place of assembly

4000

10500 4000

28

304

STAKEHOLDER :

4998

K

29 30

DN K

2500

14

2500

27

12000

4000

13

U 4000

4000

8100MM BUILDING SETBACK LINE

8000

16000

T

8100MM BUILDING SETBACK LINE

VIII

Storage and general

262

K °

45,0

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

16 17

45,0

°

L

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

M °

45,0

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

N

45,0

°

DRAIWING TITLE :

THIRD FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/04

KIBLAT

U

P04

THIRD FLOOR PLAN-FIRE EXTINGUISHING SYSTEM

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SCHEDULE OF ACCOMODATION

26000 6000 4000

8000 2000 2000

12000

3000

3000

4000

4000

4000

SITE B1 8100MM BUILDING SETBACK LINE 4000 4000

FALL 30°

FALL 30°

II

Instituional

18 4000

8

17

28000 12000

K

BAC

SET

BUIL

8100MM BUILDING SETBACK LINE

DING

8100MM BUILDING SETBACK LINE

M 100M

LINE

16

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

V

Shop

GROSS FLOOR AREA (M2)

GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

NA

SECOND FLOOR

NA

GROUND

432.95 + 95.9 + 278.90 + 135. + 59.6 = 1002.35

FIRST FLOOR

115.9000

SECOND FLOOR

NA

GROUND

200

FIRST FLOOR

54.5 + 40 = 94.5

SECOND FLOOR

54.5

GROUND

NA

FIRST FLOOR

46.3+76.21 = 122.51

SECOND FLOOR

NA

GROSS FLOOR AREA (M2)

586.66

1118.25

4000

4000

19

FLOOR LEVEL

20

P

FALL 30°

FA LL

FALL 30°

2000

FA LL

10000 4000

23

4000

M&E LEGEND: FIRE FIGHTING

VIII

Storage and general

FALL 30°

4000 FALL 20°

SYMBOL

DESCRIPTION

24

SCHEDULE OF ACCOMODATION

4000

16000 1900210000

FALL 20°

FALL 15°

FALL 20°

FIRE HYDRANT

EL

EMERGENCY LIGHT

K

KELUAR SIGN

6000

FALL 20°

28000 12000

FALL 20°

FALL 15°

FALL 15°

FALL 30°

FALL 30°

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

2500

5000

25 4000

2500 2500

6000

FALL 15°

26

2500

2500

8

4000

2500

80000 8000

7 2000

FALL 15°

FALL 15°

FALL 15°

II

FALL 15°

FALL 15°

17500 12500

2500

FALL 15°

FALL 15°

FLOOR LEVEL

GROSS FLOOR AREA (M2)

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

GROSS FLOOR AREA (M2)

BG

BREAK GLASS

HR

GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

281 + 281 + 281 + 281 + 62 + 62 +30 + 30 +30 + 30 =1368

SECOND FLOOR

224 + 224 + 224 + 224 + 62 + 62 + 6.95 + 6.95 = 1033.9

THIRD FLOOR

168.9 + 168.9 + 168.9 + 168.9= 675.6

GROUND

NA

FIRST FLOOR

180

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

120+120+64 = 304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

62+200

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

Institutional

2500

9

IV. OFFICE V. SHOPS VII. PLACE OF ASSEMBLY

FALL 15°

SITE B2 FALL 15°

II. INSTITUTIONAL

FALL 15°

6

2500

122.51

4000

4000

36000

FALL 20°

FALL 15°

LEGEND:

FALL 30°

5

349

FALL 20°

FALL 30°

2000

FALL 20°

8000 4000

88000 24000 4000 6000

FALL 20°

FALL 20°

4000 4000

FALL 15°

FALL 20°

LL FA

4

FALL 20°

FALL 15°

Place of assembly

FALL 30°

LL FA

20000 10000 2000 2000

22

3

VII

H

FALL 15°

2

S 4000

FALL 20°

21

FALL 20°

FALL 15°

FALL 20°

R 16000 8000 FALL 30°

FALL 20°

FALL 20°

1

Q 4000

VIII. STORAGE AND GENERAL

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

3663.75

PROJECT TITLE

FALL 15°

FALL 15°

2500

FALL 15°

FALL 15°

FALL 15°

FALL 15°

IV

2500

180

Office

FALL 20°

4000

11

2500

10

FALL 15°

12

FALL 20°

FALL 20°

G H

2500

2500

FALL 20°

3000

8000

15

7500 2500

J

VOID

V W

4000

2500

28

VII

29

Place of assembly

304

STAKEHOLDER :

30

8100MM BUILDING SETBACK LINE

UP DN

2500

14

2500

I

10500 4000

4998

4000

13

4000

27

12000

FALL 20°

U

4000

8100MM BUILDING SETBACK LINE

8000

16000

T

AQUAPONIC INTERGRATED TRADING CENTRE

FALL 20°

VIII

FALL 20°

Storage and general

262

K °

45,0

L

FALL 20°

FALL 20°

° 45,0

M

FALL 20°

16 17 FALL 20°

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

° 45,0

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

FALL 20°

N

45,0

°

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA FALL

FALL 20°

20°

DRAIWING TITLE :

BOMBA

ROOF PLAN

DRAWING NO.

00/AR 524/ Sem21-01/P/05

KIBLAT

U

P05

ROOF PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


SCHEDULE OF ACCOMODATION SITE B1

GROSS FLOOR AREA TABULATION

SITE B1

D D 1 D2

3000

240 + 146.66 + 200 = 586.66

4000

L

M

MIN 2000MM PERIMETER PLANTING

EGRESS

8100MM BUILDING SETBACK LINE

FALL

FALL

FALL

FIRE

SSWA

4000

4000

Y SSWA

4000

ES ACCE

WAY

APPL

IANC

N WALK

/ FIRE

STRIA

DROP

1000

-OFF

0

PEDE

4000

2000

4000

2000

20°

4000

20°

FALL

D BOAR

FALL

AGE

FALL

30°

SIGN

2800 0 1200 0

4000

Y SSWA ES ACCE

4000

IANC APPL / FIRE -OFF DROP

4000

4000

20°

Y WA LK WA N RIA ST

DE PE

2500

2500 2500

4000

0 1600

8000

Y SSWA S ACCE APPL IANCE

WAY N WALK STRIA PEDE

BUILD ING

8100 MM

5000

27

R4

28

29 30

U

RAMP

1050

4000

0 4000

1:15

FALL

2500

SYMBOL

20°

FALL

FALL

FALL

M&E LEGEND: FIRE FIGHTING

V W 5°

20°

FALL

45 ,0°

16 17 FALL

4.0

308.84 128

115.90

4.0

463.6

54.50

4.0

218

40.00

4.0

160

ING

SETB

ACK

K

LIN

E

,0°

SITE B2

IV

FLOOR HEIGHT

FLOOR VOLUME

LECTURE HALL

240.00

6.0

1440

EXHIBITION POD

240.00

6.0

1440

PUBLIC TOILET

37.20

6.0

223.2 VII

179.00

6.0

1074

146.66

6.0

879.96

200.00

6.0

1200

200.00

6.0

1200

64.00

6.0

384

TOTAL GROUND FLOOR VOLUME = 7841 CROPS GROWTH SPACE

1124.00

4.5

5058

PUIBLIC TOILET

12.00

4.5

54

RISER ROOM

2.0

4.5

9.0

UTILITY ROOM

4.0

4.5

18.0

ELETRICAL ROOM

2.0

4.5

9

PHYTOREMEDIA TION LAB

62.00

4.5

279

LIFT LOBBY

31.00

4.5

139.5

62.00

4.5

279

60.00

4.5

270

30.00

4.5

135

40.10

4.5

180

PANTRY

10.0

4.5

45

STAFF TOILET

9.78

4.5

44.01

CROPS GERMINATION LAB OBSERVATORY DECK WATER MONITORING LAB OPEN FLOOR PLAN OFFICE

VIII

GROSS FLOOR AREA (M2)

FLOOR LEVEL GROUND

240 + 146.66 + 200 = 586.66

FIRST FLOOR

281 + 281 + 281 + 281 + 62 + 62 +30 + 30 +30 + 30 =1368

FIRE ALARM

BG

BREAK GLASS

SECOND FLOOR

224 + 224 + 224 + 224 + 62 + 62 + 6.95 + 6.95 = 1033.9

THIRD FLOOR

168.9 + 168.9 + 168.9 + 168.9= 675.6

896.00

4.5

4032.0

124.00

-

279.0

31.00

4.5

139.5

PUIBLIC TOILET

12.00

4.5

54.0

RISER ROOM

2.0

4.5

9.0

4.5

18.0

4.5 4.5

9.0

4.0 UTILITY ROOM ELETRICAL LEVEL 2 2.0 ROOM 13.9 DRONE DEPLOYMENT DECK 675.6 CROPS LEVEL 3 GROWTH SPACE TOTAL THIRD FLOOR VOLUME = 4606.09

GROUND

NA

FIRST FLOOR

180

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

120+120+64 = 304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

GROUND

62+200

3.04

PROJECT TITLE

AQUAPONIC INTERGRATED TRADING CENTRE

180

Office

Place of assembly

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

3663.75

304

FIRST FLOOR

NA

SECOND FLOOR

NA

THIRD FLOOR

NA

STAKEHOLDER :

Storage and general

262

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

MINIMUM PROPORTION OF PERIMETER OF BUILDING DRAIWING TITLE :

7000 TO 28000

ONE-SIXTH

28000 TO 56000

ONE-FOURTH ONE-HALF

56000 TO 84000

62.55 4.5

GROSS FLOOR AREA (M2)

Institutional

VOLUME OF BUILDING IN CUBIC METER

TOTAL FIRST FLOOR VOLUME = 6519.51 CROPS GROWTH SPACE ORGANIC WASTE COMPOSTING LAB LIFT LOBBY

4.5KG CO2 FIRE EXTINGUISHER

FA

HR

NUMBER OF DESCRIPTIVE TITLE PURPOSE GROUP

FLOOR LEVEL COMPARTMENT FLOOR AREA

RECEPTION

C02

UP

SITE B2

AQUAPONIC WORKSHOP MACHINERY WORKSHOP PADDY DRYING AREA

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

FALL

GROSS FLOOR AREA TABULATION

SCHEDULE OF ACCOMODATION

LOBBY

DP

FALL 20°

RIVERVIEW DINING OBSERVATORY DECK OBSERVTORY DECK

KELUAR SIGN

20°

FALL

45

20°

FALL

N

BUILD

20°

4.0

32.00

MM

20°

77.21

LIFT LOBBY

NA

EL 8100

20°

45,0°

COLD STORAGE

THIRD FLOOR

K

45,0°

M

FIRE HYDRANT

EMERGENCY LIGHT

1:15

FALL

1124

20°

4.0

DESCRIPTION

20°

FIRE

20°

2500

FALL

H

SS

20°

SETB ACK LINE

2500 3000

EGRE

T

DISABLE CARPAR D K

NA

FALL

LEGEND:

R9000

H

8000

J

2500

DN

FALL

SECOND FLOOR

RESS

H

I

VOID

UP

46.3+76.21 = 122.51

4000

0 0 1900 1000 2

1600 6000

2500

8000 0 8000

2500

2500 2500 2500 2500

2500

1750 0 1250 0

2500

H 7500 2500

2500

R6000

ING

FALL

FIRST FLOOR

LINE

G H

14

SS

L

281.00

II

LEVEL 2

NA

30°

DN

54.5

GROUND

FALL

RAMP

TOTAL BUILDING VOLUME (SITE B1) = 7358.6

LEVEL 1

20°

0 R600

Storage and general

30°

20°

SS

VIII

26

INGRE

800

15°

15°

0 R4500

4.0

TOTAL LEVEL 1 VOLUME = 2402

GROUND LEVEL

FALL

FALL

LEVEL 1

15°

15°

BICYC PARK LE ING

200.00

30°

R3000

54.5

THIRD FLOOR

TOTAL GROUND FLOOR VOLUME = 4957.6 GOODS COLLECTION AREA

FALL

15°

15°

20°

15

72.8

FALL

FALL

15°

20°

RE

4.0

ACK

FALL

FALL

EG

18.2

15°

S

4000

G

SECOND FLOOR

1115.6

FALL

FALL

54.5 + 40 = 94.5

30°

25

15°

FALL

238

4.0

FALL

15°

FALL

ER PLANTIN

278.9

15°

FALL

FALL

FALL

FALL

HAWKER CENTRE REFUSE CHAMBER FISHING GROUND

15° FALL

PERIMET

4.0

FALL

ING

MIN 2000MM

59.5

15°

F PARK

13

FIRST FLOOR TICKET KIOSK

FALL

15° FALL

R

1600 0 8000

UP

20°

5000

FALL

STAF

FALL

12

24

UP

FALL

200

GROUND

15°

R BELT

20°

Place of assembly

FALL

2500

R BELT

30°

FALL

VII

Q

4000 CONVEYO

CONVEYO

FALL

20°

540

6000

20°

FALL

4.0

10 11

FALL

15°

EG

20°

30°

135.05

NA

FALL

15°

DINING AREA

THIRD FLOOR

FALL

FALL

72

P

L 5°

FAL

SS RE

20°

15°

2000 FALL

L 5°

FAL

117.6

4.0

FALL FALL

ER PLANTING

4.0

18.00

DISABLE CARPARKD

20°

15°

PERIMET

29.4

DISABLED TOILET

23

15°

FALL FALL

000

MIN 2000MM

FEMALE TOILET

15°

FALL

9

FALL

R9

SETB

8

30°

0

R4500

20°

FALL

NA

30°

30°

FALL

22

DISABLE CARPARKD

FALL

DISABLE CARPARKD

0 R4500

SECOND FLOOR

FALL

100DP

20°

AY

117.6

PLANT ING

21

15°

15°

FALL

FALL

ETER

20

20°

FALL

FALL

15°

20°

FALL

APPLIANC ES ACCESSW

4.0

20°

FALL

FALL

F / FIRE

29.4

FALL

4000 4000

2000 4000

36000

4000

FALL

15°

DROP-OF

115.9000

FIRST FLOOR

M PERIM

FALL

NDAH

1:12

FALL

2000M

30°

VERA

100DP

RC RAMP

ING LANE

16.8

MIN

1:12

20°

ING

6

LINE

BUILD

432.95 + 95.9 + 278.90 + 135. + 59.6 = 1002.35

SERVIC

GROUND

ACK

R9000

19

RESS

100DP

15°

FALL

2000 DN

SETB

MM

5

Shop

V

1:12

ING

R1500

RC RAMP

FALL

2000

ING

FALL

RC RAMP

0

BUILD

18

-OFF

2000

2000 0 1000 0

4

17

1200

8000

MM

16

Y

DROP

H

NA

2000

DN

8100

MOTO PARK RCYCLE ING

S ACCE

VERA

O

28000 4000

8000

8100

THIRD FLOOR

15°

APPL

IANCE

2

3

7

GROUND LEVEL MALE TOILET

15°

1

NA

NDAH

16.8

4.0

15°

15°

AY

4.20

ING FALL

RIAN WALKW

GENSET ROOM

PARK

15°

0

4000

CAR FALL

N

1200

2000

2800 0 1200 0

15°

15°

2000

S

FALL

LOADIN G BAY

4.0

EGRESS

NA

SECOND FLOOR

4.20

FALL

LINE

16.8

FIRST FLOOR

15°

SETB ACK

4.0

Instituional

FALL

ING

4.20

INGRESS/

15°

BUILD

16.8

MOTO FALL 15° PARK RCYCLE ING

15°

0 R4500

4.0

FALL

0

4.20

FALL

15°

8100 MM

4.0

PEDEST

MSB ROOM

4.20

FALL

r:150

SUNCTION TANK ROOM TRANSFORMER ROOM SWITCH GEAR ROOM

8000 4000

GROUND

F

0

MIN 2000MM PERIMETER PLANTING

20°

GROSS FLOOR AREA (M2)

FALL

FLOOR LEVEL

E

1200

4000

4000

DESCRIPTIVE TITLE

8800 0 2400 0 4000

16.8

II

0

3000

RES ING

128

2600

8000

2000

6000

4.0

NUMBER OF PURPOSE GROUP

2000

4000

32.00

1 C 2

6000 4000

0 4998

COURTYARD

A A1 B C C

1200

1728

4000

FLOOR VOLUME

4.0

432.00

H

FLOOR HEIGHT

MARKET

H

FLOOR LEVEL COMPARTMENT FLOOR AREA

84000 TO 112000 112000 AND ABOVE

TABULATION BUILDING AREA VOLUME & BUILDING HEIGHT

THREE FOURTHS

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/TB/01

ISLAND SITE

TOTAL BUILDING VOLUME (SITE B2) = 18966.6

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


PURPOSE GROUP FIFTH SCHEDULE BY UBBL 1984 (Clause 134, 138) (1) (2) (3)

Every building shall be provided with means of detecting and extinguishing fire and with fire alarms together with illuminated exit signs in accordance with the requirements specified in the Tenth Schedule to these by-laws. Every building shall be served by at least one fire hydrant located not more than 91.5 metres from the nearest point of fire brigade access. Depending on the size and location of the building and the provision of access for fire appliances, additional fire hydrant shall be provided as may be required by the Fire Authority.

PURPOSE GROUP FIFTH SCHEDULE BY UBBL 1984 (Clause 134, 138) NUMBER OF PURPOSE GROUP

DESCRIPTIVE TITLE

PURPOSE FOR WHICH COMPARTMENT IS INTENDED TO BE USED

Instituional

Hospital, school or other similar establishment used as living accomodation fore, or for treatmenet care or maintenance of, persons suffering from disabilities due to illness or old age or other phyusical or mental disabiltiies or under the age of 5 years, where such persons sleep in the premises.

II

IV

Office

Shop

V

VII

Place of assembly

VIII

Storage and general

LEGEND: M&E LEGEND: FIRE FIGHTING SYMBOL

Office, or premises used for office purposes, meaning thereby the purposes of administration, electrical work (including writing, book keeping, sorting paper, filing, typing, duplicating, machine-calculating, drawing and the editorial preparation of matter for publication), handling money and telephone and telegraph operating. Shop, or shop premises, meaning thereby premises not being a shop bnut used for the carery on there of retail trade or business (including the sales to members of the public of food or drink for immediate consumption, retail sales by auction, the bsuiness of lending books or periodicals for the purpose of gain,and the business of a barber or hairdresser) and premises to which members of the public are invited to resort for the purposes pf delivering their goods for repair or othertreatment or of themselves carrying out repairs to or other treatment of goods Place, whether public or private used for the attendance of person for or in connection with their social, recreational, educational, business or other activities and not comprised within group I to VI. Place for storage, deposit or parking og goods and materials including vehicles), and other premises not comprised in group I to VII.

DESCRIPTION

H

NO.

FIRE HYDRANT

EL

EMERGENCY LIGHT

K

KELUAR SIGN

DP

9KG (20LBS) ABC DRY POWDER FIRE EXTINGUISHER

C02

4.5KG CO2 FIRE EXTINGUISHER

FA

FIRE ALARM

BG

BREAK GLASS

HR

HOSE REEL FIRE ALARM CONTROL PANEL (F.A.C.P)

PROJECT TITLE

AQUAPONIC INTERGRATED TRADING CENTRE STAKEHOLDER :

HORIZONTAL EXIT WIDTH CALCULATION

Exit Capacity Calculation: Institutional UBBL 168, 175, 176. 177. 181 Occupancy Load: 70 pax/floor (By Law 175) Capacity of Exit: 100 per unit (By Law 176, 7th Schedule) Exiti with Required : 70/100 = 0.7 (By Law 176, 7th Schedule) Total exit width required: 0.7 x 550mm = 385mm (By Law 176, 7th Schedule) Smallest horizontal exit width = 900 mm therefore comply

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

VERTICAL EXIT WIDTH CALCULATION

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

Exit Capacity Calculation: Institutional UBBL 168, 175, 176. 177. 181 Occupancy Load: 70 pax/floor (By Law 175) Capacity of Exit: 22 per unit (By Law 176, 7th Schedule) Exiti with Required : 70/22 = 3.18, Say 3.2 (By Law 176, 7th Schedule) Total exit width required: 3.2 x 550mm = 1760mm (By Law 176, 7th Schedule)

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

DRAIWING TITLE :

Redimdancy Calculation: Say 1 staircase inaccessible

TABULATION HORIZONTAL & VERTICAL EXIT

6-1=5, therefore the min exit width = 1100 mm, all staircases comply

BOMBA

1100mm + 1100mm + 1100mm + 1100mm + 2000mm + 2000mm = 8400mm>1760mm, therefore comply DRAWING NO.

00/AR 524/ Sem21-01/TB/02

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


LIGHTING STUDY Design Strategy

RESPONSE TO LOCAL CLIMATE

a

b

Maximum light gain

Solar harvesting

Space 1: Crops Growth Space

Arti�icial Lighting Design

In order to determine the right amount of luminaires (artificial lights) , lumen method is used. This method helps to calculate the light level in a room by gathering information of many factors, such as coefficients, lamp lumen data and other quantities.

From above, the room index value of this space is 1.8 and area of space is 81m2 The average illuminance specified at desktop level (0.75 m above floor level) in an office is 300 lux. The room area 81m2 is with a ceiling height of 2.2m. The specified batten luminaires are mounted the ceiling with 2 (23.5 watts) led tubes (each having an output of 3400 lumens

Philip Led Batten Lineco TMS022P

With this calculation it is able to give a reasonably even spread of light over the horizontal working plane.

By having split blocks it allows sunlight to penetrate through the centre of the building, as well as the perimeter. More natural light gain means lesser energy spent, lowering down the running cost of the building. Vegetation wall also acts as a shading device to reduce are of exposure from the sun

DAYLIGHT STRATERGY - GLASS LOUVER FACADE for maximum daylight gain

Sitting in the Northern Hemisphere, the general rule for solar panel placement is, solar panels should face true south (geographical south) as solar panels will receive direct light throughout the day. It could also be orientated slighty to the south-west to collect more energy from noon to evening.

Initial luminous flux Color Temperature Input Voltage Initial input power Input Frequency maintenance factor

Thje formula is defined as : Number of luminance (N) = (E x A) ÷ (F x n x UF x LLF) Where E = Average horizontal illumination at the working plane in lux F = Lamp of lighting design (lumens) N = Number of luminaire n = Number of lamps in each luminaire UF = utilization factor MF = maintenance factor OR LLF = light loss factor A = area of the working plane in square meters

Illuminance

Illuminance is the quantity of light falling on a unit area of a surface. Illuminance comes in unit such in foot candles / lux, it can be summarize in a formula of Illuminance (E) =Luminous Flux (F)/Area (m2)

1) Measurement of General Lighting

Steps to do measurement for general lighting are as follows: i) Measure length and width of the room, and height of lighting above the working plane. ii) Calculate the room index to determine the number of measurement points in particular work area. where: L : Length of room (m) W : Wide of room (m) Hm : Height of lighting above the working plane (m) Fabrication Workshop Room Index = (LX W) / Hm (L+W) = (28X10)/4.5 (28+10) = 1.6

: 3400 lm : 4000 K : 220-240 V : 23.5 W : 50 to 60 Hz :70%

The following table gives the utilization factors as a function of room index Room Index (K)

0.60 0.80 1.00 1.25 1.50 2.00 2.50 3.00 4.00 5.00

Utilization Factor (UF)

0.36 0.43 0.48 0.53 0.57 0.62 0.65 0.67 0.70 0.71

As 1.5>K≤2, UF = 0.62 The reason that this product is chosen is due to its high economical value as LED batten are easy to install and it also consume relatively lower wattage compared to fluroscent light tube. The cool natural light is also more suitable for working environment compared to warmer light Assume E = 300lux Number of luminance (N) = (E x A) ÷ (F x n x UF x LLF) = (300 x 81)÷(3400lm x 2nos x 0.62 x 0.7) = 8.2 ≈ 9nos


VENTILATION STUDY Space 1: Crops Growth Space (Vertical Farm)

Space 1: Crops Growth Space (Vertical Farm)

According to UBBL Clause 39(1), 5% of minimal natural ventilation is required.

According to UBBL Clause 39(1), 5% of minimal natural ventilation is required.

BTU/HP Calculation

Space 1 Area = 280m2 or 3013ft

By UBBL 7th Schedule, Crops Growth Space is under purpose group II (Workshop and Vocational Areas), therefore occupant load is 4.5sqm net per occupants. By 3rd Schedule Fresh Air Changes (clause 12), it requries a minimum of 0.21 CMM per occupant = 7.42 CFM per occupants No. of occupants = 280 / 4.5m2 = 62.2 CFM

Ventilation, CFM = 62.2 X 7.42 CFM = 461.7CFM

CFM to Tons 1 ton of cooling = 400 CFM 1 ton of cooling = 12000 BTU/hr 461.7/400 CFM = 1.15 Tons 1.15 x 12000 = 13800

Cooling Capacity of Daikin 2.0 HP FTKH28 Inverter Single Split Air Conditional proposed is 9700 No of AC unit required = 13800/9700 = 1.42 ≈ 2units

BTU/HP Calculation

Space 2 Area = 432 or 4650ft

By UBBL 7th Schedule, Crops Growth Space is under purpose group V. Shops (Other �loors), therefore occupant load is 6sqm gross per occupants. By 3rd Schedule Fresh Air Changes (clause 12), it requries a minimum of 0.14 CMM per occupant = 4.94 CFM per occupants No. of occupants = 432 / 6m2 = 72 CFM Ventilation, CFM = 72 X 4.94 CFM = 355.68CFM

CFM to Tons 1 ton of cooling = 400 CFM 1 ton of cooling = 12000 BTU/hr 355.68/400 CFM = 0.9 Tons 0.9 x 12000 = 10800

Cooling Capacity of Daikin 2.0 HP FTKH28 Inverter Single Split Air Conditional proposed is 9700 No of AC unit required = 10800/9700 = 1.11 ≈ 2units Therefore, only 2 units of AC is required,

1

8000

2000 2000

12000

3000

4000

3000

4000

4000

DN

UP

2

VERANDAH

4

4000

20000 10000 2000 2000

W1

3

ft

W1

LIFT

TAP

ft

WC

TAP WC

ft

MARKET STATION 1

TAP WC

JANITOR ROOM

SUCTION TANK ROOM

50DP

W1

RAMP 1:12

TRANSFORMER ROOM

B

50DP

50DP

MALE TOILET B

50DP

B

DISABLED TOILET

SWITCHGEAR ROOM

B

B

B 50DP

FEMALE TOILET

4000

MSB ROOM

50DP

50DP

50DP

MARKET STATION 2

GENSET ROOM

5

ft

WC TAP

ft

WC TAP

ft

WC

JANITOR ROOM

TAP

LIFT

4000

W1

STAIR

RC RAMP 1:12

6

MARKET

UP UP

W1

MARKET STATION 3

AQUARIUM W1

W1

UP

W1

FISH MARKET

DP

W1

UP RC RAMP 1:12

MARKET STATION 4

UP W1

D4 W1

W1

AQUARIUM W1

7

4000

W1

10000

Thus, openings provided comply to UBBL Clause 39 requirement of 5% ventilation.

6000VERANDAH 4000

6000

Thus, openings provided comply to UBBL Clause 39 requirement of 5% ventilation.

Natural ventilation provided = opening width x opening height = (36m+2.5m+6m) x 4m= 178m2 (>21.6m2)

F

26000

REFUSE CHAMBER

W1

UP

2500 2762

Natural ventilation provided = opening width x �loor height = 2x 28m x 4.5m = 252m2 (>14m2)

Calculation for natural ventilation required =Total Floor Area x 5% = 432m2 x 5% =21.6m2

A A1B C C1 C2 D D1 D2 E

36000

Calculation for natural ventilation required =Total Floor Area x 5% = 280m2 x 5% =14m2

Natural Ventilation Calculation

16000

Natural Ventilation Calculation

2000

6000

2500

5000


WATER SUPPLY LAYOUT

FALL 20° DN

TAP

M

GAZEBO 3

FISHING GROUND

M

FALL 20°

VOID DN

45,0°

N

SUCTION TANK REQUIRE TO STORE 1/3 OF WATER STORAGE TANK VOLUME

WATER TANK DEPTH = 1.2m AREA OF TANK = 2.5 / 2 = 1.25m2 LXB = 1.25m2 TAKE LENGTH AS 2 TIMES OF B, (L=2B) 2B X B = 1.25m2 B2 = 1.25/2 B2 = 0.625 B = √0.625 B = 0.8m

4000 4000 10000 6000

B

B

B

B

GROUND FLOOR LEVEL

TAP

WC

TAP

WC

TAP

WC

TAP

WC

TAP

WC

B

TAP

M

2500

FALL

I

J 2500

B

2000

U 4000

10500 4000

FALL 20°

FALL 20°

V W 2500

12000

28

4998

4000

27

29 4000

7500 2500

5

3000

8000

15

2500

30

DN

2500

8100MM BUILDING SETBACK LINE

FALL 20°

8100MM BUILDING SETBACK LINE

4000

G H 14

30

UP DN

16 17

8100MM BUILDING SETBACK LINE

K L

45,0°

16 17

M

45,0°

N

N

45,0°

AS L=2B, THEREFORE L=2(0.5) L=1m

1000 2000 200

WATER LEVEL 2700 LITRES

WATER STORAGE TANK PLAN VIEW

MALE TOILET

B

B

B

B

WATER LEVEL

2000 200

2700 LITRES

WATER STORAGE TANK ELEVATION

WC

WATER TANK

500

2000 200

800

WATER STORAGE TANK PLAN VIEW

2000

4000 4000 28000 12000 4000 4000

2500 2500 16000

13

FALL 20°

WATER STORAGE TANK ELEVATION

WATER LEVEL

WATER TANK WATER SUCTION TANK PLAN VIEW

900 LITRES WATER SUCTION TANK ELEVATION VIEW

WATER STORAGE TANK

1000

WATER TANK

FALL 30°

4000 4000

4000 36000

16000 1900210000 6000 2500 2500 2500 2500

17500 12500

2500

2500 FALL 20°

8000

T

2500

AS L=2B, THEREFORE L=2(0.5) L=1m

WATER LEVEL

DISABLED DISABLED TOILET TOILET

DP

4000

29

10500 4000

L 5°

4000

4998

12000

28

L 5°

J

2500

27

FAL

I

VOID

4000

K

WATER TANK

800

WATER TANK DEPTH = 2m AREA OF TANK = 0.9 / 2 FREE FLOW LEVEL = 0.45m2 LXB = 0.45m2 TAKE LENGTH AS 2 TIMES OF B, (L=2B) 2B X B = 0.45m2 B2 = 0.45/2 B2 = 0.225 B = √0.225 B = 0.5m

1600

FEMALE TOILET

DP

V W

SO, FOR 2700 LITRE WATER TANK SIZE L = 1m B = 0.5m D = 2m

FIRST FLOOR LEVEL

8000 4000

88000 24000 4000

4000 20000 10000 2000 2000

4000

2000

8000 4000 2000

4000

4000

80000 8000

2500

2500 2500

25 26

45,0°

L

1m3 = 1000 litres 1litre = 0.001m3

SO, FOR 2700 LITRE WATER TANK SIZE L = 1.6m B = 0.8m D = 2m

7500 2500

1600

SUCTION TANK VOLUME = 2700/3 =900 litres

AS L=2B, THEREFORE L=2(0.8) L=1.6m

5000

SO, FOR 2700 LITRE WATER TANK SIZE L = 1m B = 0.5m D = 2m

BASED ON THE TABLE ABOVE, TOTAL WATER REQUIREMENT TO STORE IN WATER TANK IS 2700LITRES

1m3 = 1000 litres 1litre = 0.001m3

2500

500

BASED ON THE TABLE ABOVE, TOTAL WATER REQUIREMENT TO STORE IN WATER TANK IS 2700LITRES

4000

20000 10000 2000 2000 4000 4000

36000

16000 1900210000 6000 80000 8000

2500 2500 2500 2500 2500

2500 2500

2500

15

FALL 20°

WATER SUCTION TANK CALCULATION

2500

12 U

WATER TANK DEPTH = 2m AREA OF TANK = 0.9 / 2 FREE FLOW LEVEL = 0.45m2 LXB = 0.45m2 TAKE LENGTH AS 2 TIMES OF B, (L=2B) 2B X B = 0.45m2 B2 = 0.45/2 B2 = 0.225 B = √0.225 B = 0.5m G H

20°

WATER STORAGE TANK CALCULATION

11

14

SO, FOR 2700 LITRE WATER TANK SIZE L = 1.6m B = 0.8m D = 2m

UP

10

4000 16000

4000

FALL 20°

FALL

GAZEBO 5 GAZEBO 4

6000

45,0°

45,0°

2000

12mm Ø S/S DOWNER PIPE

45,0°

45,0°

45,0°

N

9

12mm Ø S/S DOWNER PIPE

2000 200

45,0°

45,0°

16 17

8

FALL 20°

UP

13

AS L=2B, THEREFORE L=2(0.8) L=1.6m

K 45,0°

L

16 17

FALL 20°

WC

B

RUNING AT CELING LEV. 12mm Ø S/S PIPE

RUNING AT CELING LEV. 12mm Ø S/S PIPE

DP

T

45,0°

K 45,0°

UP

DP

RAIN WATER SLOW SAND FILTRATION TANK

7

45,0°

EG

H FALL 20°

25

DP

24

RUNING AT CELING LEV. 12mm Ø S/S PIPE

5000

FALL 30°

DP

12mm Ø S/S DOWNPIPE FROM SIPHONIC ROOF DRAIN

6

FALL 20°

8000

30

2500

S 4000

S/S GRP WATER TANK TO DETS DRAWING

R

5

FALL 20°

12

8100MM BUILDING SETBACK LINE

GAZEBO 2

GAZEBO 1

11

6000

DP

LIFT

23

4000

4000 4998

12000

4000

J 2500

FALL 15°

R 16000 8000

FALL 20°

15

I

VOID

UP DN

2500

8100MM BUILDING SETBACK LINE

7500 2500

2500

2500

3000

8000

R

RAMP 1:15

10

ft

29

FALL 15°

FALL 20°

1m3 = 1000 litres 1litre = 0.001m3

ft

ft

B

BICYCLE PARKING

L

9

2500

WC

28

22

26

2500

4000

8100MM BUILDING SETBACK LINE

8000

16000

14

GENSET ROOM

30

4000

4000

8000 4000

6000 4000 4000 4000 28000 12000 4000

80000 8000

2500 2500 2500 2500

2500

17500 12500

2500

2500 2500 2500 4000 4000 4998

12000

4000

G H

MSB ROOM

4000

FIRE APPLIANCES ACCESSWAY

UP

27

FALL 20°

FALL 20°

2000

17500 12500

4000

4000 4000

36000

16000 1900210000 6000 2500 2500

28000 12000 4000 4000

WATER MAIN WATER MAIN

PEDESTRIAN WALKWAY

RECEPTION

29

4000

4000 4000 4000 88000 24000 4000

4000

P

4000 2500 3000

8000

2500

TRANSFORMER ROOM

SWITCHGEAR ROOM

000 R6

SS

SS

8100MM BUILDING SETBACK LINE

4000 8000

4000

P 4000 4000

S EG RE S

SIGNAGE BOARD

Y KWA WAL PED EST RIAN DROP-OFF / FIRE APPLIANCES ACCESSWAY

2500 2500 2500 17500 12500

2500

2500 2500 2500

H

4000

10000

FALL 20°

2000

P

20000 10000 2000 2000

88000 24000 4000 4000

WATER MAIN

8000 4000

10000 PEDESTRIAN WALKWAY

4000 4000

20000 10000 2000 2000 4000 4000 16000 1900210000 6000 2500

80000 8000

2500 2500

H

E GR

RE

H

36000

H

2500

6000

H

16000

H

H

13

STAIR

2

RUNING AT CELING LEV. 12mm Ø S/S PIPE

V W

10500 4000

FALL 20°

FALL 15°

Q 4000

DP

FALL 20°

SUCTION TANK ROOM

28

4000

VOID

DN UP

24

FALL 15°

P

LIFT

21

FALL 20°

2500

U

1

FALL 15°

7

RAIN WATER SLOW SAND FILTRATION TANK

DP

DP

FALL 20°

27

10500 4000

T

12mm Ø S/S DOWNPIPE FROM SIPHONIC ROOF DRAIN

R

FALL 30°

M

EGRESS

4000

12mm Ø S/S PIPE RUNING AT CELING LEV.

18

S/S GRP WATER TANK TO DETS DRAWING

L 5°

32mm Ø BRASS TYPE METER & STOPCOCK

REFLECTING POOL

FALL 15°

V W

FALL 20°

DP

20

FAL

J 2500

FALL 15°

FALL 15°

FALL 20°

FALL 15°

DP

12mm Ø S/S PIPE RUNING AT CELING LEV.

S

4

L 5°

I

IN

15

7500 2500

TICKET KIOSK

FALL 15°

17

4000

3

FAL

2500

DISABLED CARPARK

U

LINE

SETB

16

19

ft

PLANTING

G H 14

FALL 15°

TAP

PERIMETER

00

R90 DP

FEMALE TOILET

TAP

FALL 15°

12

RAMP 1:15

T

75mm Ø S/S INCOMING PIPE

DINING AREA

REFLECTING POOL

FALL 15°

B

WC

MIN 2000MM

DISABLED TOILET

FALL 15°

FALL 15°

50DP

11

13

FALL 15°

FALL 15°

ACK

ILDING

M BU

SUCTION TANK VOLUME = 2700/3 =900 litres

6

8

2000 2000

4000

8100M

23

5

12mm Ø S/S DOWNER PIPE

10

0

00

INGRESS

DP

UP

FALL 15°

FALL 15°

B

R

16000 8000

VOID

DP

LIFT

ft

R3000

R6

DISABLED TOILET

FALL 15°

FALL 15°

TAP

BAR KITCHEN

MALE TOILET

12

DP

FALL 15°

FALL 20°

WC

HAWKER STATION 11

DP

26

FALL 20°

FALL 20°

50DP

HAWKER STATION 10

9

DN

4000

12mm Ø S/S DOWNER PIPE

DN UP

DP

50DP

HAWKER STATION 9

25

FALL 20°

FALL 15°

B

LIFT

21

50DP

HAWKER STATION 5

5000

FALL 15°

Q

4000

WC

PLANTING

HAWKER CENTRE

HAWKER STATION 4

2500

P

TAP

PERIMETER

HAWKER STATION 3

6000

4000

18

ft

HAWKER STATION 8

HAWKER STATION 2

WATER TANK DEPTH = 1.2m AREA OF TANK = 2.5 / 2 = 1.25m2 LXB = 1.25m2 TAKE LENGTH AS 2 TIMES OF B, (L=2B) 2B X B = 1.25m2 B2 = 1.25/2 B2 = 0.625 B = √0.625 B = 0.8m

8000

12000 3000

12mm Ø S/S PIPE RUNING AT CELING LEV.

50DP

HAWKER STATION 7

HAWKER STATION 1

STAFF PARKING

2000 FALL 15°

12mm Ø S/S PIPE RUNING AT CELING LEV.

ftTAP WC

MIN 2000MM

HAWKER STATION 6

8

DP

22

FALL 15°

ft

UP

26

2

RUNING AT CELING LEV. 12mm Ø S/S PIPE

DN

7

25

TAP

5000 COURTYARD

WC

2500

BAR KITCHEN

DN VOID

DN

RUNING AT CELING LEV. 12mm Ø S/S PIPE

VOID

FALL G:15° / 3:20

PADDY DRYING AREA

UP

50DP

6000 COURTYARD

DN

UP

MACHINERY WORKSHOP

UP

DN

ft

2000

24

DN

AQUAPONIC WORKSHOP

B

4

UP

TAP

UP

DP

B

1

3

VOID

DN

UP

TAP TAPMARKET TAP STATION 4

AQUARIUM W1

TAP

RAMP 1:12

UP

FALL 15°

FALL 15°

DP

UP

W1

WC

AY

FISH MARKET W1

B

FALL 15°

6

17

20

S

23

O 12000

2000

8100MM BUILDING SETBACK LINE

BASED ON THE TABLE ABOVE, TOTAL WATER REQUIREMENT TO STORE IN WATER TANK IS 2700LITRES

4000

RAMP 1:12

FALL 15°

24

UP

50DP

WATER TANK

R

16000 8000

DN

DP

LIFT

DN

LIFT

5

R

50DP

P

WC

ST

TAP

ft

EXHIBITION POD

ft

22

4

DN

DP

UP

3

W1

UP

REFUSE CHAMBER

R9000

DN

2 P

50DP

WATER RUNOFF RETENTION POOL

FILTRATION TANK

B

LIFT

21

ftTAP WC

TAP

TAP

B

WC

W1

W1

10

B

50DP

ES ACCESSW / FIRE APPLIANC

B

DISABLED CARPARK

TAP

D4

9

UP AQUACULTURE TANK

ft

S/S BULK METER

TAP TAPMARKET TAP STATION 3

RC RAMP 1:12

11

32mm Ø BRASS TYPE METER & STOPCOCK

DISABLED CARPARK

MARKET

M

W1

8

TAP

P

TAP

DROP-OFF

LIFT

UP

W1

7

50DP

B

JANITOR ROOM

TAP

UP

AQUARIUM

WC

DISABLED CARPARK

50DP

WC

UP

ft

ft

25mm Ø S/S DISTRIBUTION PIPE AT UNDERGROUND LEV.

CONVEYOR BELT

DP

TAP

WC TAP

DP

WC

ft

CROPS PROCESSING AREA

50DP

WC TAP

LOBBY

LIFT

Q

4000

B

1

ft

SERVICING LANE

TAP TAPMARKET TAP STATION 2

TAP

TAP

TAP

ft

STAIR

12mm Ø S/S PIPE RUNING AT CELING LEV.

UP

TAP

50DP

50DP

GENSET ROOM

W1

W1

UP

23

WC

B

50DP

DISABLED RAMP 1:12

CONVEYOR BELT

LIFT

50DP

B

FEMALE TOILET

M

P

FILTRATION TANK

P

3000

19

1m3 = 1000 litres 1litre = 0.001m3

20

S 4000

P

B

W1

RC RAMP 1:12

75mm Ø S/S INCOMING PIPE

S/S BULK METER

100DP

R 16000 8000

P

TAP

50DP

50DP

UP

22

32mm Ø BRASS TYPE METER & STOPCOCK

TAP TAPMARKET TAP STATION 1

DP

JANITOR ROOM

WC

B

50DP

6

TAP

50DP

ftTAP WC

B

MSB ROOM

5

ft

WC

50DP

TAP

B

DISABLED TOILET

WC

ft

WC

B

SWITCHGEAR ROOM

12mm Ø S/S PIPE RUNING AT CELING LEV.

TAP

Q 4000

DP

21

MALE TOILET

TRANSFORMER ROOM

P

TAP

TAP

50DP

RAMP 1:12

25mm Ø S/S DISTRIBUTION PIPE AT UNDERGROUND LEV.

ft

ft

STROOM SUCTION TANK

W1

WC

WALKWAY

LOADING BAY

PEDESTRIAN

LIFT

50DP

VERANDAH SUCTION TANK P

R W1

RC RAMP 1:12

B

50DP

TAP

R UP

4

DISABLED TOILET

ft

P

DN

25mm Ø S/S RISER

W1

3

B

50DP

W1

2

B

MALE TOILET

TAP

EXHIBITION POD

100DP

VERANDAH

WC

RC RAMP 1:12

TAP

1

100DP

RC RAMP 1:12

LINE

SETB

18

ft

20

DROP-OFF

VERANDAH

VERANDAH

2000

4000 4000

R1

0

DROP-OFF / FIRE APPLIANCES ACCESSWAY

0

50

50

P

r:1

P

FIRE APPLIANCES ACCESSWAY

GRESS

8000 2000 2000

4000

FALL 15°

4000

4000

FALL 15°

ACK

ILDING

M BU

16

10000

FALL 15°

PADDY TANK 25mm Ø S/S DISTRIBUTION PIPE AT CEILING LEV.

6000

4000

8100M

12mm Ø S/S PIPE RUNING AT CELING LEV.

19

INGRESS

4000

88000 24000 4000

FALL 15°

12mm Ø S/S PIPE RUNING AT CELING LEV.

2500

FALL 15°

DP

4000

8100MM BUILDING SETBACK LINE

2500

FALL 15°

DP

12000

3000

N 4000

8000

12mm Ø S/S DOWNER PIPE

8000

18

17

3000

2000 2000

F

26000

6000

FALL 15°

A A1B C C1 C2 D D1 D2 E

4000

FALL 15°

FALL 15°

2000 2000

4000

FALL 15°

FALL 15°

19

INGRESS/E

8000

2000 2000

4000

LINE

SETB

PADDY TANK MOTORCYCLE PARKING

6000 4000

4000

FALL 15°

ACK

ILDING

M BU

8100M

2000

28000 12000

PADDY TANK

LECTURE HALL

16

2000

4000

17

M 12000

SUCTION TANK REQUIRE TO STORE 1/3 OF WATER STORAGE TANK VOLUME 8000

8100MM BUILDING SETBACK LINE

MOTORCYCLE PARKING

8100MM BUILDING SETBACK LINE

00

R90

L

28000

2000

8100MM BUILDING SETBACK LINE

CAR PARKING

16

O 12000

4000

8000

8100MM BUILDING SETBACK LINE

LINE

4000

2000 2000

F

26000

8100MM BUILDING SETBACK LINE

ACK

SETB

4000

8100MM BUILDING SETBACK LINE

PLANT

ILDING

4000

8100MM BUILDING SETBACK LINE

8100MM BUILDING SETBACK LINE

ING

ETER

PERIM 2000MM

M BU

8100M

3000

8100MM BUILDING SETBACK LINE 8100MM BUILDING SETBACK LINE

EG

2000MM

12000

3000

A A1B C C1 C2 D D1 D2 E

12mm Ø S/S DOWNER PIPE

4000

MIN

8000 2000 2000

MIN 2000MM PERIMETER PLANTING

SS RE

PLANT

4000

G

RESS

ING

ETER

4000

4000

N

12000

2000 2000

28000 12000

6000

4000

PERIM

MIN

BASED ON THE TABLE ABOVE, TOTAL WATER REQUIREMENT TO STORE IN WATER TANK IS 2700LITRES 8000

28000 12000

4000

IN

3000

M 28000

2000

4000

12000

3000

L

12000

4000 8000

4000

8000 2000 2000

4000

6000 4000

2000 2000

F

26000

4000

A A1B C C1 C2 D D1 D2 E

8100MM BUILDING SETBACK LINE

2000 2000

4000

12000

8000

2500

2000

28000 12000

12000

4000 8000

26000

3000

2000 2000

F

WATER SUCTION TANK CALCULATION

O

2500

12000

A A1B C C1 C2 D D1 D2 E

N 28000

4000

M

28000 12000

L

4000

O

FAL

N 28000

FALL 20°

M

FALL 20°

WATER STORAGE TANK CALCULATION L

WC

TAP

WC

FEMALE TOILET

WATER SUCTION TANK ELEVATION VIEW

TAP

WC

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

900 LITRES

WATER SUCTION TANK PLAN VIEW TAP

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

TAP

WC

B

B

B

TAP

DISABLED TOILET

WC

TAP

WC

TAP

WC

TAP

WC

B

HAWKER CENTRE (11 NOS OF HAWKER STATION + 2 BAR KITCHEN)

MALE TOILET B

B

B

TAP

WC

TAP

WC

TAP

WC

KS

KS

KS

KS

FISH TANK

KS

KS

FISH MARKET KS

MARKET STALL (4X4TAP)

FISH TANK

KS TAP

TAP

TAP

TAP PUMP

SUCTION TANK

32mm Ø BRASS TYPE METER & STOPCOCK M

B

WATE 75mm Ø S/S INCOMING PIPE

ROOF LEVEL

SIPHONIC ROOF DRAIN TO TOP UP RAINWATER HARVESTING W/ TANK WHEN WATER LEVEL IS BELOW LIMIT

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

CROPS GROWTH SPACE

THIRD LEVEL

FISH TANK

FISH TANK

RAIN WATER SLOW SAND FILTRATION TANK

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

RAINWATER HARVESTING TANK

FLOOD SEEDING TABLE

FISH TANK

FISH TANK

FISH TANK

WATER STORAGE TANK

CROPS GROWTH SPACE FLOOD SEEDING TABLE FISH TANK

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FISH TANK

CROPS GROWTH SPACE FLOOD SEEDING TABLE

FISH TANK

FISH TANK

FISH TANK

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV. 12mm Ø S/S DOWNER PIPE RUNNING AT CEILING LVL.

CROPS GROWTH SPACE

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

SECOND LEVEL

FLOOD SEEDING TABLE TAP

FISH TANK

FISH TANK

FISH TANK

FISH TANK

STAFF TOILET

TAP

RETAINING POOL

WC

B

TAP

WC

FLOOD SEEDING TABLE

B

WC

B

MALE TOILET

B

B

WC

B

TAP

WC

CROPS GROWTH SPACE FLOOD SEEDING TABLE

TAP

CROPS GROWTH SPACE FLOOD SEEDING TABLE

25mm Ø S/S RISING MAIN

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FEMALE TOILET

CROPS GROWTH SPACE FLOOD SEEDING TABLE

TAP FISH TANK

FISH TANK

FISH TANK

FISH TANK

WC

TAP

WC

B

MALE TOILET

B

B

B

WC

TAP

WC

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

CROPS GROWTH SPACE FLOOD SEEDING TABLE FISH TANK

FEMALE TOILET

DISABLED TOILET TAP

TAP

TAP

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

25mm Ø S/S RISING MAIN

EXHIBITION POD

TAP

CROPS GROWTH SPACE FLOOD SEEDING TABLE

TAP

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE

TAP

PUMP

TAP

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

AQUACULTURE BREEDING TANK

GROUND FLOOR LEVEL

WC

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

CROPS GROWTH SPACE

FIRST FLOOR LEVEL

FEMALE TOILET

TAP

WC

B

TAP

TAP

WC

TAP

WC

TAP

WC

TAP

B

MALE TOILET B

B

B

B

B

WC

TAP

DISABLED TOILET WC

TAP

WC

TAP

TAP

B

S/S HORIZONTAL WITHSTAND CYLINDER TYPE SUCTION TANK AT GROUND ,EVE,

WC

PUMP

PUMP

SUCTION TANK

32mm Ø BRASS TYPE METER & STOPCOCK

32mm Ø BRASS TYPE METER & STOPCOCK

M

B

25mm Ø S/S DISTRIBUTION PIPE AT UNDERGROUND LEV.

75mm Ø S/S INCOMING PIPE

WATER MAIN


ROOF LEVEL

VENT

VENT

100mm Ø UPVC STACK & VENT PIPE

100mm Ø UPVC STACK & VENT PIPE

MALE TOILET FEMALE TOILET UNDERGROUND LEV.

FIRST FLOOR LEVEL

TAP

WC

B2

B2

WC

FT

100mm Ø UPVC SOIL PIPE

STAFF TOILET

TAP

TAP

FT

FT

SANITARY AND SEWERAGE LEGEND ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

PANTRY

B2

WC

SYMBOL

B3

FT

50mm Ø UPVC SOIL PIPE 38mm Ø UPVC WASTE PIPE

38mm Ø UPVC WASTE PIPE

MARKET STATION 1 B1

GROUND FLOOR LEVEL

GT

B1

FT

FT

MARKET STATION 2

TAP TAP

TAP TAP

FT FT

FT FT

HAWKER HAWKER HAWKER STATION 3 STATION 2 STATION 1

100mm Ø UPVC STACK PIPE

KS

KS

GT

MALE TOILET

KS

FT

B3

FT

FT

TAP

WC

FT

FT

TAP

WC

FT

SHR

SHR

DISABLED TOILET

FEMALE TOILET

TAP

TAP

TAP

FT

FT

FT

WC

TAP

WC

B3

FT

WC

TAP

B2

FT

FT

REST

38mm Ø UPVC WASTE PIPE

REST

MAIN SEWER

TO MAIN SEWER

38mm Ø UPVC WASTE PIPE

50mm Ø UPVC WASTE PIPE 150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

38mm Ø UPVC WASTE PIPE 100mm Ø UPVC SOIL & WASTE PIPE

100mm Ø UPVC SOIL & WASTE PIPE

MANHOLE 5

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1600MM (VARIES) SIZE : 600X600mm

P01 01

100mm Ø UPVC SOIL & WASTE PIPE

MANHOLE 4

100mm Ø UPVC SOIL PIPE

100mm Ø UPVC SOIL & WASTE PIPE

100mm Ø UPVC SOIL PIPE

100mm Ø UPVC SOIL & WASTE PIPE

MANHOLE 3

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1400MM (VARIES) SIZE : 600X600mm

38mm Ø UPVC WASTE PIPE

38mm Ø UPVC WASTE PIPE

50mm Ø UPVC WASTE PIPE

MANHOLE 2

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1200MM (VARIES) SIZE : 600X600mm

MANHOLE 1

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1000MM (VARIES) SIZE : 600X600mm

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 800MM (VARIES) SIZE : 600X600mm

SITE B1 SANITARY SCHEMATIC LAYOUT PLAN

PROJECT TITLE

SCALE : NTS

FEMALE TOILET B

GROUND FLOOR LEVEL

B

B

B

TAP FT

FT

WC

DISABLED DISABLED TOILET TOILET

TAP

WC

FT

TAP FT

WC

TAP

WC

TAP

WC

B

TAP

FT

FT

WC

HAWKER CENTRE (11 NOS OF HAWKER STATION + 2 BAR KITCHEN)

MALE TOILET

B

B

B

FT

B

B

TAP

WC

FT

FT

TAP

WC

TAP

FT

WC

TAP

KS

WC

FT

FT

GT

KS

FT

KS

FT

KS

FT

FT

FISH MARKET

FISH TANK

KS

KS

FT

KS

FT

FT

FT

FEMALE TOILET

FISH TANK

KS

GT FT

B3

FT

FT

FT

TAP FT

WC

DISABLED TOILET

TAP FT

WC

TAP FT

WC

TAP

TAP

FT

FT

WC

AQUAPONIC INTERGRATED TRADING CENTRE

MALE TOILET B

B

FT

TAP FT

WC

TAP FT

WC

TAP

WC

FT

STAKEHOLDER : 100mm Ø UPVC SOIL & WASTE PIPE TO MAIN SEWER

100mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL & WASTE PIPE

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

MANHOLE 3

MANHOLE 2

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1200MM (VARIES) SIZE : 600X600mm

ROOF LEVEL

VENT

FISH TANK

FISH TANK

FISH TANK

FISH TANK

38mm Ø UPVC WASTE PIPE

FEMALE TOILET TAP

FISH TANK

FISH TANK

FISH TANK

FISH TANK

CROPS GROWTH SPACE WC

TAP

B

WC

TAP FT

FLOOD SEEDING TABLE FISH TANK

FISH TANK

FISH TANK

FT

FISH TANK

WC

B

B

FT

B

FT

B

WC

TAP

WC

FT

FT

FISH TANK

TAP

WC

TAP

WC

B

FT

FT

B

FT

B

WC

TAP

WC

FT

FT

50mm Ø UPVC SOIL PIPE

DISABLED TOILET WC

TAP FT

B

TAP

FT

FT

WC

TAP FT

WC

TAP FT

WC

TAP FT

B3

FT

FT

TAP FT

WC

FT

FISH TANK

TAP FT

WC

TAP

TAP

FT

FT

B

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

CROPS GROWTH SPACE FLOOD SEEDING TABLE

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FT

DISABLED TOILET WC

FISH TANK

FT

CROPS GROWTH SPACE

FT

TAP

FISH TANK

FLOOD SEEDING TABLE

TAP

MALE TOILET

B3

FISH TANK

38mm Ø UPVC WASTE PIPE

50mm Ø UPVC SOIL PIPE

FEMALE TOILET

TAP

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

FLOOD SEEDING TABLE FISH TANK

FT

MALE TOILET

B

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

FT

FISH TANK

38mm Ø UPVC WASTE PIPE

FISH TANK

TAP

50mm Ø UPVC SOIL PIPE

FISH TANK FT

GROUND FLOOR LEVEL

TAP

FEMALE TOILET

CROPS GROWTH SPACE

FLOOD SEEDING TABLE FISH TANK

FT

WC

FT

50mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

B

FISH TANK

FT

FISH TANK FT

STAFF TOILET

FIRST FLOOR LEVEL

FISH TANK

38mm Ø UPVC WASTE PIPE

MALE TOILET

FISH TANK

FT

FISH TANK

CROPS GROWTH SPACE

FLOOD SEEDING TABLE FISH TANK

FLOOD SEEDING TABLE FISH TANK

FT

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

FISH TANK FT

CROPS GROWTH SPACE

SECOND LEVEL

100mm Ø UPVC STACK & VENT PIPE

CROPS GROWTH SPACE

FLOOD SEEDING TABLE FISH TANK

FT

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 800MM (VARIES) SIZE : 600X600mm

VENT

100mm Ø UPVC STACK & VENT PIPE

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

MANHOLE 1

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1000MM (VARIES) SIZE : 600X600mm

VENT

100mm Ø UPVC STACK & VENT PIPE

CROPS GROWTH SPACE

THIRD LEVEL

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL & WASTE PIPE

FISH TANK FT

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC STACK PIPE

WC

REST

REST 38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

REST

ER MAIN

REST

TO MAIN SEWER

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

DRAIWING TITLE : MANHOLE 7

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1400MM (VARIES) SIZE : 600X600mm

P01 02

MANHOLE 6

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1200MM (VARIES) SIZE : 600X600mm

MANHOLE 5

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1000MM (VARIES) SIZE : 600X600mm

MANHOLE 4

SANITARY SCHEMATIC LAYOUT

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 800MM (VARIES) SIZE : 600X600mm

DRAWING NO.

SITE B2 SANITARY SCHEMATIC LAYOUT PLAN

00/AR 524/ Sem21-01/P/01

SCALE : NTS

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SANITARY AND SEWERAGE LEGEND

26000 2000 2000

3000

3000

4000

SYMBOL

4000

4000

2000M

MM

8100

INE

CK L

TBA

G SE

DIN BUIL

CAR PARKING

MOTORCYCLE PARKING

16

00

4000

R90

17 MH4

18

MOTORCYCLE PARKING

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

8100MM BUILDING SETBACK LINE

8100MM BUILDING SETBACK LINE

G

ANTIN

ER PL

RIMET

M PE

MIN

DESCRIPTION

8100MM BUILDING SETBACK LINE 4000

2000M

S

EGR

AN

ER PL

RIMET

M PE

MIN

ABBREVIATION

MIN 2000MM PERIMETER PLANTING

S RE

ESS

TING

G IN

4000

12000

28000 12000

8000

S1

4000

6000

0

50

R1

50

10000 88000 24000 4000

2000 8000 4000

6000

2000

PEDESTRIAN WALKWAY

4000

ft TAP

B

WC

B

50DP

SS

4000

ft

ft

4000

EG RE

4000

ACCESSWAY LIANCES

24

DISABLED CARPARK

4000

20000 10000 2000 2000

4000

TAP

WC

50DP

4000

ft

4000

TAP

ft

B

WC

50DP

36000

UP

UP

ft

/ FIRE APP

16000 1900210000

S 4000

TAP

50DP

DISABLED CARPARK

WC

WC TAP

ft

ft 100mm Ø UPVC STACK & VENT PIPE

ft

CONVEYOR BELT

S1

50DP

50DP

ft

DISABLED CARPARK

GT

LIFT

23

100DP

DROP-OFF

MH1

UP

MH5

22

50DP

B

WC TAP

CONVEYOR BELT

LIFT

H

H 50DP

50DP

ft

WC

B

WC TAP

TAP

ft

4000

50DP

B

50DP

100mm Ø UPVC SOIL PIPE

R 16000 8000

ft

B

ft

50DP

B

WC

50DP

B

21

ft

TAP

WC

ft

ft

WC

Q

TAP

50DP

RC RAMP 1:12

TAP

P

ft

LOADING BAY

6

38mm Ø UPVC WASTE PIPE

SERVICING LANE

5

WALKWAY

4

PEDESTRIAN

3

ft

WC

WC

2 TAP

50DP

S1

100DP

VERANDAH

1

ft

50DP

RC RAMP 1:12

B

TAP

RC RAMP 1:12

B

ft

VERANDAH

100DP

ft

50DP

DROP-OFF

B

WC

20

TAP

0

ft

ING

4000

r:1

DROP-OFF / FIRE APPLIANCES ACCESSWAY

INGRESS

FIRE APPLIANCES ACCESSWAY

RESS RESS/EG

4000

19

S1

100mm Ø UPVC STACK & VENT PIPE

ft tap

B B

UP

B B

ft

6000

2500

MH2

B B

ft

B B

B B

ft

00

R30

WC ft WC ft

4000

WC ft WC ft B B

ft

ST1

MIN 2000M

MH7 INGRESS

B B B

ft WC

IN

MA

00

R90

B B

ft WC ft WC

G H

J

2500

2500

3000

RE

TO MAIN SEWER

ST1

EGRESS 000 R6

2500

8000

I

S ES

SS

7500 2500

GR

15

2500

IN

14

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

PEDESTRIAN WALKWAY

8000 4000

B ft

H

B B ft WC ft WC

ER

W

SE

PLANTING

WC ft

RAMP 1:15

T

TO

M PERIMETER

13

0

00

R6

2500

ft

DISABLED CARPARK

U 4000

27

10500 4000

V W

STAKEHOLDER :

2500

4000

B B

ft

28 29

4998

B B B

12000

BB ft

MH3

100mm Ø UPVC SOIL PIPE

DN

4000

2500

ft

FIRE APPLIANCES ACCESSWAY

2500

ft

8100MM BUILDING SETBACK LINE

BB

DROP-OFF / FIRE APPLIANCES ACCESSWAY

BB ft

BB

2500

28000 12000

ft

BB

16000

AQUAPONIC INTERGRATED TRADING CENTRE

4000

2500 2500 17500 12500

ft

ft

GT

PLANTING

2500

2500

M PERIMETER

100mm Ø UPVC SOIL & WASTE PIPE

100mm Ø UPVC SOIL & WASTE PIPE

UP

26 B B

ft

12

PROJECT TITLE

UP

25

5000

B

ft

STAFF PARKING

10

UP

UP

4000

2500 2500

2000

MIN 2000M

9 2500

R9000

MH6

H

80000 8000

38mm Ø UPVC WASTE PIPE

8

11

PED ESTR IAN

6000

ft

H

7

WALK WAY

ft

SIGNAGE BOARD

UP

100mm Ø UPVC SOIL & WASTE PIPE

30 RAMP 1:15

8100MM BUILDING SETBACK LINE

EG

H

BICYCLE PARKING

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K

45,0 °

L

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

°

45,0

16 17

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

M 45,0 °

N

45,0

°

DRAIWING TITLE :

GROUND FLOOR PLAN

BOMBA

UP

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

GROUND FLOOR SANITARY LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SANITARY AND SEWERAGE LEGEND

26000 6000 4000

8000 2000 2000

SYMBOL

12000

3000

3000

4000

4000

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

4000

8100MM BUILDING SETBACK LINE

8

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

4000 4000

flood table seedling

17 fish tank

28000 12000

FALL 15°

flood table seedling

38mm Ø UPVC WASTE PIPE

18

fish tank

ft

ft

ft

ft

fish tank

100mm Ø UPVC SOIL & VENT STACK PIPE

4000

FALL 15°

8100MM BUILDING SETBACK LINE

M 100M

INE

CK L

TBA

G SE

DIN BUIL

8100MM BUILDING SETBACK LINE

FALL 15°

16

fish tank

fish tank

fish tank

S1 flood table seedling

flood table seedling

4000

4000

19

20

P S1

10000

FALL 20°

2000 2000

8000 4000

88000 24000 4000

4000

DN

DN VOID

DN

6000

ft

4000

TAP

B

WC

50DP

4000

S2

4000

20000 10000 2000 2000

DN

ft

4000

TAP

WC

50DP

FALL 15°

4000

VOID

UP

4000

6

DN

24

16000 1900210000

4000

FALL 15°

100mm Ø UPVC SOIL & VENT STACK PIPE

DN

flood table seedling

flood table seedling S1

fish tank

38mm Ø UPVC WASTE PIPE

VOID

28000 12000

DN

6000

FALL G:15° / 3:20

fish tank

ft

ft

ft

ft

fish tank

DN

7

fish tank

fish tank

6000

2500

5000

PROJECT TITLE

fish tank

25 4000

2000

2500 2500

WC

50DP

TAP

B

23

RAMP 1:12

36000

ft

DN

38mm Ø UPVC WASTE PIPE

RAMP 1:12

FALL 15°

FALL 15°

FALL 15°

flood table seedling

flood table seedling

26

2500

2500

4000

2500

80000 8000

50DP

ft

LIFT

100mm Ø UPVC SOIL PIPE

DN

LIFT

5

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

AQUAPONIC INTERGRATED TRADING CENTRE

FALL 15°

2500 2500

17500 12500

2500

9

WC

22

8

B

TAP

DN

UP

4

S 4000

ft

B

ft

LIFT

21

2 3

R 16000 8000

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL PIPE

1

Q 4000

FALL 15°

2500

FALL 15°

FALL 15°

4000

2500

11

2500

10

12

27

I

J 2500

2500 3000

8000

7500 2500

VOID

UP DN

ft

ft

WC

12000

28

ft B

B

29 30

8100MM BUILDING SETBACK LINE

FALL 20°

2500

15

2500

S1

4000

4000

G H

2500 WC

100mm Ø UPVC SOIL PIPE

14

STAKEHOLDER :

V W

10500 4000

4000

38mm Ø UPVC WASTE PIPE

13

U 4000

4998

8100MM BUILDING SETBACK LINE

8000

16000

T

FALL 20°

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K °

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

45,0

L 45,0

°

16 17 DN

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

M

FALL 20°

VOID DN

°

45,0

N

45,0

°

DRAIWING TITLE : FALL

FIRST FLOOR PLAN

20°

FALL 20°

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

FIRST FLOOR SANITARY LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SANITARY AND SEWERAGE LEGEND

26000 6000 4000

8000 2000 2000

SYMBOL

12000

3000

3000

4000

4000

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

4000

8100MM BUILDING SETBACK LINE 4000 4000

flood table seedling

flood table seedling

17 fish tank

fish tank

28000 12000

ft

ft

fish tank

fish tank

ft

ft

38mm Ø UPVC WASTE PIPE

18

100mm Ø UPVC SOIL & VENT STACK PIPE

4000

B

8100MM BUILDING SETBACK LINE

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

MM

8100

ING UILD

16

fish tank

fish tank

S1 flood table seedling

flood table seedling

4000

4000

19

20

P S1

Q

10000

4000

R 16000 8000

S 4000

38mm Ø UPVC WASTE PIPE

TAP

B

WC

50DP

2000 8000 4000

DN UP

VOID

VOID

DN UP

6000

ft

4000

ft

B

2000

88000 24000 4000

4000

50DP TAP

100mm Ø UPVC SOIL PIPE

ft

WC

LIFT

50DP

FALL 20°

FALL 15°

FALL 20°

FALL 15°

38mm Ø UPVC WASTE PIPE

23

S2

4000

4000

4000

20000 10000 2000 2000

50DP

WC

TAP

4

B

ft

22

FALL 15°

3

B

ft

LIFT

21

50DP

FALL 15°

WC

2

FALL 20°

TAP

FALL 20°

FALL 15°

ft

100mm Ø UPVC SOIL PIPE

1

FALL 20°

FALL 15°

FALL 20°

FALL 15°

4000

4000

36000

5 6 16000 1900210000

4000

24 100mm Ø UPVC SOIL & VENT STACK PIPE

FALL 20°

FALL 15°

6000

FALL 20°

FALL 20°

FALL 15°

flood table seedling

flood table seedling S1

fish tank

38mm Ø UPVC WASTE PIPE

28000 12000

FALL 20°

FALL 15°

FALL 15°

fish tank

ft

ft

ft

ft

fish tank

7

fish tank

2500

5000

flood table seedling

flood table seedling

26 4000

2500

8

PROJECT TITLE

fish tank

25 4000

2500 2500

6000

2500

80000 8000

fish tank

2000

2500

AQUAPONIC INTERGRATED TRADING CENTRE

2500

2500

2500

17500 12500

2500

9

2500

FALL 20°

4000

11

2500

10

12

FALL 20°

3000

2500

2500

VOID

2500

UP DN

5° LL FA

4000 4998

12000

FALL 20°

FA LL

FALL 20°

4000

4000

8000

7500 2500

29

2500

15

2500

J

STAKEHOLDER :

V W

LL

14

I

10500 4000

FA

G H

28

FALL 20°

27

LL

13

U 4000

FA

8100MM BUILDING SETBACK LINE

8000

16000

T FALL 20°

30

8100MM BUILDING SETBACK LINE

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K °

45,0

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

FALL 20°

°

16 17

FALL 20°

M

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

45,0

L

FALL 20°

FALL 20°

°

45,0

N

45,0

°

DRAIWING TITLE :

SECOND FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

SECOND FLOOR SANITARY LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SANITARY AND SEWERAGE LEGEND

26000 6000 4000

8000 2000 2000

3000

SYMBOL

12000 3000

4000

4000

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

4000

8100MM BUILDING SETBACK LINE 4000 4000

flood table seedling

flood table seedling

17

28000 12000

fish tank

38mm Ø UPVC WASTE PIPE

18

fish tank

ft

ft

ft

ft

fish tank

100mm Ø UPVC SOIL & VENT STACK PIPE

4000

8

8100MM BUILDING SETBACK LINE

8100MM BUILDING SETBACK LINE

M 100M

INE

CK L

TBA

G SE

DIN BUIL

16

fish tank

fish tank

fish tank

S1 flood table seedling

flood table seedling

4000

4000

19

20

P 10000

FALL 30°

2000

FALL 20°

FALL 20° FALL 30°

6000

FALL 20°

2000

8000 4000

88000 24000 4000

4000 4000

23 4000

20000 10000 2000 2000

LIFT

4000

4000

4

S 4000

FALL 20°

22

3

FALL 20°

2

R 16000 8000 FALL 30°

LIFT

21

FALL 20°

1

Q 4000

4000

4000

36000

5 6 16000 1900210000

4000

24 100mm Ø UPVC SOIL & VENT STACK PIPE

flood table seedling

flood table seedling S1

fish tank

6000

28000 12000

38mm Ø UPVC WASTE PIPE

fish tank

ft

ft

ft

ft

fish tank

7

fish tank

fish tank

2500

5000

flood table seedling

flood table seedling

26 4000

2500

8

PROJECT TITLE

fish tank

25 4000

6000

2500

80000 8000

2500 2500

2000

2500

AQUAPONIC INTERGRATED TRADING CENTRE

2500

2500

2500

17500 12500

2500

9

4000

2500

11

2500

10

12

G H 2500

LL

7500 2500

I

J 2500

5

3000

8000

15

FA

DN

2500

14

2500

U 4000

STAKEHOLDER :

V W 2500

12000

28

4998

4000

27

10500 4000

29 4000

4000

13

8100MM BUILDING SETBACK LINE

8000

16000

T

30

8100MM BUILDING SETBACK LINE

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K

45,0 °

L

°

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

45,0

16 17

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

M ° 45,0

N

45,0

°

DRAIWING TITLE :

GROUND FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

FOURTH FLOOR SANITARY LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

L

M

28000 12000 2000 2000

F

2000

12000

8000

2000 2000

A A1B C C1 C2 D D1 D2 E

12000

4000

4000

4000

4000

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

FALL 15°

4000 4000

4000 4000

4000

4000

4000

fish tank

S1 flood table seedling

flood table seedling

4000

4000

P

Q 4000

10000

10000

R 16000 8000

S 4000

2000

FALL 20°

8000 4000

FALL 20°

FALL 20°

2000

4000 28000 12000 4000

flood table seedling

flood table seedling

26

2500

17500 12500 2500

8100MM BUILDING SETBACK LINE

15

2500

8100MM BUILDING SETBACK LINE

15

2500 FALL

I

J 2500

5

V W

10500 4000

4000

2500

4998

28 12000

4000

14

30

UP DN

7500 2500

U 4000

27

29 4000

16000

8100MM BUILDING SETBACK LINE

4000 4998

12000

L 5°

G H

8000

2500

VOID

29

13

FALL 20°

L 5°

J

T

2500

FALL 20°

FAL

I

2500

2500

3000

14

30

7500 2500

28

V W

10500 4000

4000

4000

G H

U 4000

27

FAL

8100MM BUILDING SETBACK LINE

8000

16000

4000 12000

29

8000

2500

2500

UP DN

2500

15

J

VOID

RAMP 1:15

8100MM BUILDING SETBACK LINE

I

fish tank

25

4000

4000 8000

2500

3000

14

GENSET ROOM

30

7500 2500

FALL 20°

4000

G H

MSB ROOM

B

4998

8100MM BUILDING SETBACK LINE

8000

SWITCHGEAR ROOM

ft B

5000

12

WC

13 S1

28

FALL 20°

ft

ft

2500

2500

11

T

2500

fish tank

2500

2500

17500 12500 2500 2500

10

FALL 20°

V W

10500 4000

WC

100mm Ø UPVC SOIL PIPE

UP

U 4000

27

6000

2500

9

FALL 20°

4000

11

2000

2500

4000

2500

8

2500

2500

2500

10

FALL 15°

ft

fish tank

26

2500

FALL 15°

4000

16000 1900210000

flood table seedling

ft

4000

flood table seedling

fish tank

ft

ft

fish tank

7

fish tank

25

2500

9

FALL 30°

4000

4000 4000

36000

5000

80000 8000

2500

4000

6000

flood table seedling S1

fish tank

38mm Ø UPVC WASTE PIPE

2500 2500

2000

flood table seedling

100mm Ø UPVC SOIL & VENT STACK PIPE

6000

ft

ft

2500

FALL 15°

13

6000

20000 10000 2000 2000

6000 4000 4000 4000 28000 12000

FALL 15°

3000

FALL 15°

FALL 20°

fish tank

30

DN

2500

FALL 15°

FALL 15°

FALL 20°

FALL 15°

ft

fish tank

2500

FALL 15°

FALL 15°

fish tank

2500

FALL 15°

fish tank

38mm Ø UPVC WASTE PIPE

8000

FALL 15°

8

FALL 30°

24

FALL 15°

2500

FALL 15°

FALL 20°

flood table seedling S1

2500

FALL 15°

6

4000

16000 1900210000

flood table seedling

LIFT

23 4000

2000

22

4 5

flood table seedling

fish tank

80000 8000

flood table seedling

4000

2500

FALL 15°

88000 24000 4000

4000

2

FALL 15°

7

fish tank

25

LIFT

4000

2000 8000 4000

88000 24000 4000

4000 20000 10000 2000 2000

VOID

DN UP

4000 4000

36000

5000

FALL 20°

FALL 15°

2500 2500

2500

2500 2500

FALL 20°

100mm Ø UPVC SOIL & VENT STACK PIPE

12 16000

FALL 20°

FALL 15°

6000

ft

26

17500 12500

2500

4000

2000 8000 4000

4000

28000 12000 6000

4000

4000 4998

12000

FIRE APPLIANCES ACCESSWAY

VOID

3

ft

fish tank

fish tank

2000 FALL 15°

4000

PEDESTRIAN WALKWAY

B

S2

ft

fish tank

4000

80000 8000

fish tank

ft

2500 2500

2000

4000

6000 4000 4000 4000

fish tank

2500

2500

000

S

RE

8100MM BUILDING SETBACK LINE

3000

2500

4000

20000 10000 2000 2000 4000 4000

36000

16000 1900210000 6000

28000 12000 4000 4000

2500

H

8000

fish tank

21

L 5°

ST1

EGRESS

B

1

FAL

TO MAIN SEWER

R6

ES

SS

2500 2500

RIAN EST PED DROP-OFF / FIRE APPLIANCES ACCESSWAY

2500

88000 24000 4000

2000 8000 4000 2000

6000 4000

S

4000

RE S EG

4000 4000

SIGNAGE BOARD

WAL KWA

Y

4000

8100MM BUILDING SETBACK LINE

EG

H

BICYCLE PARKING FALL 20°

GAZEBO 2

GAZEBO 1

FALL 20°

UP

K

K

45,0°

L

16 17

45,0°

45,0°

K 45,0°

L

16 17

16 17

45,0°

L

16 17

FALL 20°

UP

45,0°

K 45,0°

L

45,0°

20000 10000 2000 2000 4000 4000 16000 1900210000 6000 2500

H

2500

ft

20

S

DN

M

GAZEBO 3

FISHING GROUND

M

FALL 20°

VOID

M

DN

M

FALL 20°

80000 8000

2500 2500

H

17500 12500

ft

ft

fish tank

100mm Ø UPVC SOIL & VENT STACK PIPE

4000

38mm Ø UPVC WASTE PIPE

23

L 5°

GR

IN

REFLECTING POOL

H

36000

H

2500

FALL 20°

4000 10000

PEDESTRIAN WALKWAY

4000

88000 24000 4000

H

FALL 20°

45,0°

FALL 20°

45,0°

45,0°

45,0°

N

45,0

°

N

45,0

°

N

45,0

°

45,0

°

N

FALL 20°

GAZEBO 5 FALL 20°

2500

H

2500

38mm Ø UPVC WASTE PIPE

18

ft

fish tank

FALL 20°

2500

flood table seedling

fish tank

fish tank

FALL 20°

2500

flood table seedling

17

FALL 20°

4000

R 16000 8000

DN UP

ft

flood table seedling S1

ft

RECEPTION

29

ft

LIFT

100mm Ø UPVC SOIL PIPE

TAP

8000

M BU

8100M

16

24

38mm Ø UPVC WASTE PIPE

TRANSFORMER ROOM

22

6 flood table seedling

38mm Ø UPVC WASTE PIPE

VOID

SUCTION TANK ROOM

28

FALL 15°

5

100mm Ø UPVC SOIL & VENT STACK PIPE

T

2500

FALL 15°

FALL 20°

24 DN

V W

STAIR

FALL 20°

FALL 20°

WC

2500

TICKET KIOSK

10500 4000

FALL 20°

FALL 15°

50DP

4

ft

16000

Q 4000

TAP

J

DISABLED CARPARK

U 4000

27

FALL 15°

FALL 15°

3

WC

2

B

50DP

4000

ILDING

LINE

FALL 30°

DN VOID

DN

FAL

R WE SE

2500

P S1

B

ft

LIFT

21

50DP

IN MA

15

ACK

SETB

19

50DP

TO

PLANTING

ft WC ft WC

14

2000 2000

4000

flood table seedling

WC

PERIMETER

00

R90

B B ft B FEMALE TOILET

REFLECTING POOL

4000

S1 flood table seedling

100mm Ø UPVC SOIL PIPE

12

RAMP 1:15

T

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

4000

fish tank

fish tank

100mm Ø UPVC SOIL & VENT STACK PIPE

TAP

MH7 INGRESS

DINING AREA

I

fish tank

ft

11

ST1

7500 2500

ft

50DP

WC ft WC ft

G H

ft

20

1

FALL 15°

10

0

00

DISABLED WCTOILET ft B

B ft WC ft WC

ft

fish tank

38mm Ø UPVC WASTE PIPE

18

ft

ftTAP WC

MIN 2000MM

13

9

DN

R3000

B ft DISABLED WC TOILET

UP

flood table seedling

fish tank

fish tank

S

ft

WC ft WC ft B MALE B TOILET ft B B

flood table seedling

17

4000

S2

DN

8

TAP

UP

B

WC

HAWKER STATION 11 B B ft

R6

100mm Ø UPVC SOIL & WASTE PIPE

B

50DP

HAWKER STATION 10 B B ft

R 16000 8000

DN

VOID

UP

FALL 15°

7

UP

25

DN

ft

UP

PADDY DRYING AREA

TAP

HAWKER STATION 9 B B ft

B

BAR KITCHEN

FALL 15°

FALL G:15° / 3:20

MACHINERY WORKSHOP

WC

BB

Q 4000

DN

38mm Ø UPVC WASTE PIPE

23

RAMP 1:12

UP

50DP

AQUAPONIC WORKSHOP

ft

LIFT

100mm Ø UPVC SOIL PIPE

DN

RAMP 1:12

FALL 15°

DN

UP

50DP

HAWKER CENTRE

HAWKER STATION 4 BB

ft HAWKER STATION 5

3000

38mm Ø UPVC WASTE PIPE

B

WC

HAWKER STATION 2 BB

HAWKER STATION 3 BB

DN

LIFT

FALL 15°

ft B B HAWKER STATION 8

HAWKER STATION 1 BB

ft

P

B

ft

LIFT

TAP

ft

MH3

100mm Ø UPVC SOIL PIPE

3000

19

ft

ft

PLANTING

ft

2000 2000

8100MM BUILDING SETBACK LINE

16

flood table seedling

50DP

TAP

WC

ft

GT

ft

12

B

50DP

PERIMETER

100mm Ø UPVC SOIL & WASTE PIPE

STAFF PARKING

10

B

26 ft B B HAWKER STATION 7

M BU

8100M

S1

22

4

ft

5000

ft B B HAWKER STATION 6

ILDING

LINE

fish tank

fish tank

flood table seedling

DN

MH6

COURTYARD

B

BAR KITCHEN

ft

fish tank

ACK

SETB

38mm Ø UPVC WASTE PIPE

2

FILTRATION TANK

TAP

2500

WC

6000 COURTYARD

MIN 2000MM

9

50DP

AY

2000

ft

ES ACCESSW

ft

R9000

TAP

/ FIRE APPLIANC

AQUARIUM W1

MH2

100mm Ø UPVC SOIL & VENT STACK PIPE

UP

MARKET STATION 4

UP

UP

8

UP AQUACULTURE TANK

5

ft tap

ft

REFUSE CHAMBER

UP

S1

100mm Ø UPVC STACK & VENT PIPE

DP

W1

W1

WC

DROP-OFF

FISH MARKET

ft

21

6

B B B B

ft

S1

EXHIBITION POD

100mm Ø UPVC STACK & VENT PIPE

UP

ft

ft

fish tank

38mm Ø UPVC WASTE PIPE

18

ft

100mm Ø UPVC SOIL PIPE

1

24

MARKET STATION 3

RC RAMP 1:12

38mm Ø UPVC WASTE PIPE

ft

B

DISABLED CARPARK

MARKET

ft

W1

flood table seedling

fish tank

fish tank

FILTRATION TANK

3

DISABLED CARPARK

ft

UP

DISABLED CARPARK

W1

flood table seedling

17

UP

CONVEYOR BELT

50DP

MARKET STATION 2 JANITOR ROOM

LIFT

D4

CROPS PROCESSING AREA

50DP

WC TAP

16

20

S 4000

ft

50DP

50DP

ft

W1

ft

R 16000 8000

TAP

WC TAP

ft

W1

7

LOBBY

LIFT

WC

SERVICING LANE

ft

UP

100mm Ø UPVC SOIL & WASTE PIPE

UP

S1

B

50DP

WC TAP

W1

AQUARIUM

W1

DISABLED RAMP 1:12

23

50DP

B

ft FEMALE TOILET

STAIR

4000

8100MM BUILDING SETBACK LINE

ftTAP WC

100DP

W1

UP

ftTAP WC

50DP

GENSET ROOM ft

4000

UP

50DP

B

W1

RC RAMP 1:12

GT

50DP

B

DISABLED TOILET B

MH1

JANITOR ROOM

WC

UP

MH5

22

MARKET STATION 1

ft

TAP

50DP

WC

B

50DP

6

ft

WC

Q

TAP

TAP

P

CONVEYOR BELT

MALE TOILET

ft

SWITCHGEAR ROOM

8000

ft

ft

WC

WC

WALKWAY

LOADING BAY

TRANSFORMER ROOM

MSB ROOM

100mm Ø UPVC SOIL PIPE

5

11

TAP

50DP

RAMP 1:12

S1

LIFT

SUCTION TANK ROOM

W1

B

50DP

LIFT

W1

RC RAMP 1:12

B

50DP

TAP

VERANDAH

ft

38mm Ø UPVC WASTE PIPE

ft

MALE TOILET DISABLED TOILET

ft

DN

UP

4

4000

28000 12000

FALL 15°

FALL 15°

EXHIBITION POD

21

W1

3

O 12000

2000

100DP

VERANDAH

W1

2

B

50DP

RC RAMP 1:12

WC

100DP

RC RAMP 1:12

N 4000

8000

PADDY TANK

TAP

20

DROP-OFF

VERANDAH

VERANDAH

2000 2000

F

12000

4000

FALL 15°

M BU

8100M

S1

4000

0

50

R1

0

4000

19

INGRESS

50

4000

8000

4000

ILDING

LINE

PADDY TANK

18

DROP-OFF / FIRE APPLIANCES ACCESSWAY

r:1

1

3000

28000 12000

LECTURE HALL

FALL 15°

ACK

SETB

ft

GRESS

INGRESS/E

3000

4000

PADDY TANK

4000

00

R90

19 FIRE APPLIANCES ACCESSWAY

2000 2000

6000

8100MM BUILDING SETBACK LINE

17

MOTORCYCLE PARKING

A A1B C C1 C2 D D1 D2 E

4000

MOTORCYCLE PARKING

3000

M 28000

2000 2000

MIN 2000MM PERIMETER PLANTING

8100MM BUILDING SETBACK LINE

16

MH4

3000

L 12000

8000

10000

CAR PARKING

2000 2000

O 12000

2000

8100MM BUILDING SETBACK LINE

M BU

8100M

N 4000

8000

12000

8100MM BUILDING SETBACK LINE

LINE

SETB

4000

2000 2000

F

26000

8000

8100MM BUILDING SETBACK LINE

ILDING

A A1B C C1 C2 D D1 D2 E

8100MM BUILDING SETBACK LINE

ACK

2000 2000

8100MM BUILDING SETBACK LINE

PLANTI

2000MM

M 12000

8000

6000

8100MM BUILDING SETBACK LINE

8100MM BUILDING SETBACK LINE

NG TER PERIME

L

28000

2000

12000

28000 12000

PLANTI

2000MM

8100MM BUILDING SETBACK LINE

ESS EGR

NG TER PERIME MIN

MIN

O 12000

4000 8000

26000

8000

4000

4000

4000

4000

4000

4000

28000 12000

3000

4000

3000

6000

SS RE G IN

2000 2000

2000 2000

F

26000

8000

4000

N 28000

12000

4000 8000

26000 6000

2500

A A1B C C1 C2 D D1 D2 E

PEDESTRIAN

R MAIN

SANITARY LAYOUT

GAZEBO 4

UP

FEMALE TOILET B

GROUND FLOOR LEVEL

FEMALE TOILET B

GROUND FLOOR LEVEL

B

B

B

TAP FT

FT

WC

DISABLED DISABLED TOILET TOILET

TAP

WC

FT

TAP FT

WC

TAP

WC

TAP

WC

B

TAP

FT

FT

WC

B

B

B

FT

B

TAP

WC

FT

FT

B

TAP

FT

MALE TOILET

B

B

B

TAP

WC

TAP

FT

DISABLED DISABLED TOILET TOILET

WC

TAP

WC

FT

FT

WC

TAP FT

TAP

WC

TAP

FT

WC

B

TAP

FT

WC

B

B

TAP

KS

WC

FT

FT

GT

KS

FT

FT

KS

FT

TAP FT

TAP

WC

TAP

FT

WC

TAP

FT

FT

KS

FT

KS

WC

FISH MARKET KS

FT

FT

TO MAIN SEWER

WC

FISH TANK

KS

FT

B

FT

FT

KS

B

B

HAWKER CENTRE (11 NOS OF HAWKER STATION + 2 BAR KITCHEN) WC

HAWKER CENTRE (11 NOS OF HAWKER STATION + 2 BAR KITCHEN)

MALE TOILET

100mm Ø UPVC SOIL PIPE

FT

GT

KS

FT

KS

FT

KS

FT

FT

KS

FT

KS

B3

FT

GT FT

38mm Ø UPVC WASTE PIPE

FT

KS

TAP

WC

TAP

FT

DISABLED TOILET WC

FT

FT

FT

KS

FT

FEMALE TOILET

FISH TANK

TAP

WC

FT

TAP

TAP

FT

FT

WC

MALE TOILET B

B

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL & WASTE PIPE

MANHOLE 3

100mm Ø UPVC SOIL & WASTE PIPE

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

MANHOLE 3

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1000MM (VARIES) SIZE : 600X600mm

ROOF LEVEL VENT

VENT

THIRD LEVEL

CROPS GROWTH SPACE

THIRD LEVEL

FT

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FT

FISH TANK

LEVEL CROPS GROWTH SPACE SECOND CROPS GROWTH SPACE FLOOD SEEDING TABLE

FLOOD SEEDING TABLE FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

TAP FT

FT

STAFF TOILET

FIRST FLOOR LEVEL

B

WC

TAP

B

WC

TAP

FLOOD SEEDING TABLE FISH TANK

FT

FT

FISH TANK

FIRST FLOOR LEVEL FISH TANK

FISH TANK

B

FT

FT

FISH TANK

FISH TANK

B

B

WC

TAP

WC

FLOOD SEEDING TABLE

TAP

WC

TAP

FISH TANK

FISH TANK

FT

FT

B

TAP

WC

WC

FT

B

FT

B

B

WC

B

TAP

WC

FT

FT

FT

FT

FT

50mm Ø UPVC SOIL PIPE

DISABLED TOILET

TAP FT

WC

B

TAP

FT

FT

WC

TAP FT

WC

TAP FT

WC

TAP

MALE TOILET

B3

FT

FISH TANK

B3

FT

FT

TAP FT

WC

DISABLED TOILET TAP FT

WC

TAP FT

FISH TANK

WC

TAP

TAP

FT

FT

B

TAP

WC

B

MALE TOILET

B

B

FT

FT

B

WC

TAP

FT

WC

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

TAP FT

FT

50mm Ø UPVC SOIL PIPE

FISH TANK

38mm Ø UPVC WASTE PIPE

FLOOD SEEDING TABLE FISH TANK

FISH TANK

FISH TANK

FEMALE TOILET

FISH TANK

FISH TANK

FISH TANK

FT

38mm Ø UPVC WASTE PIPE

FISH TANK FT

100mm Ø UPVC STACK PIPE

FT

B

TAP

WC

B

FT

FT

MALE TOILET

B

B

FT

B

WC

TAP

WC

FT

FT

50mm Ø UPVC SOIL PIPE

DISABLED TOILET WC

TAP

WC

CROPS GROWTH SPACE

TAP

FT

FT

WC

TAP FT

WC

TAP FT

WC

TAP

FT

FLOOD SEEDING TABLE

MALE TOILET

B3

FT

B3

FT

FT

TAP FT

WC

DISABLED TOILET TAP FT

WC

FISH TANK

FISH TANK

FISH TANK

TAP FT

WC

TAP

TAP

FT

FT

B

REST

100mm Ø UPVC STACK PIPE

WC

100mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

REST REST

TO MAIN SEWER

REST

38mm Ø UPVC WASTE PIPE

38mm Ø UPVC WASTE PIPE

REST

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

MANHOLE 7

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1400MM (VARIES) SIZE : 600X600mm

MANHOLE 6

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1200MM (VARIES) SIZE : 600X600mm

MANHOLE 5

MANHOLE 7

ASSUMED GRD. LEV. ASSUMED : 100.000 GRD. LEV. : 100.000 INV. LEV. : 900MM INV. LEV. : 900MM DEPTH : 1000MM (VARIES) DEPTH : 1400MM (VARIES) SIZE : 600X600mm

SIZE

: 600X600mm

MANHOLE MANHOLE4 6

ASSUMED LEV. : 100.000 ASSUMEDGRD. GRD. LEV. : 100.000 INV. INV.LEV. LEV.: 900MM : 900MM DEPTH : 800MM (VARIES) DEPTH : 1200MM (VARIES) SIZE : 600X600mm

SIZE

: 600X600mm

MANHOLE 5

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1000MM (VARIES) SIZE : 600X600mm

MANHOLE 4

FISH TANK FT

38mm Ø UPVC WASTE PIPE

REST

100mm Ø UPVC SOIL PIPE

FISH TANK

FT

50mm Ø UPVC SOIL PIPE

FEMALE TOILET

TAP

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

TAP

REST

TO MAIN SEWER

FISH TANK

38mm Ø UPVC WASTE PIPE

FISH TANK FLOOD SEEDING TABLE

FISH TANK

38mm Ø UPVC WASTE PIPE

WC

TAP

FISH TANK CROPS GROWTH SPACE

FISH TANK

50mm Ø UPVC SOIL PIPE

REST

38mm Ø UPVC WASTE PIPE

FISH TANK

FT

FT

CROPS GROWTH SPACE

FT

FT

50mm Ø UPVC SOIL PIPE

FEMALE TOILET

TAP

FISH TANK

FT FISH TANK

FT

FISH TANK FT

FISH TANK

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

TAP

WC

FT

FLOOD SEEDING TABLE

FT

FISH TANK

FLOOD SEEDING TABLE FISH TANK

FISH TANKGROWTH SPACE FISH TANK CROPS

FISH TANK

FISH TANK

CROPS GROWTH SPACE

FT

FLOOD SEEDING TABLE

MALE TOILET

TAP

FISH TANK

38mm Ø UPVC WASTE PIPE

FISH TANK

FT

CROPS GROWTH38mm SPACE Ø UPVC WASTE PIPE

WC

FISH TANK

TAP

FLOOD SEEDING TABLE

TAP

FISH TANK

FT

FEMALE TOILET

FLOOD SEEDING TABLE

CROPS GROWTH SPACE

FISH TANK

GROUND FLOOR LEVEL

FISH TANK

CROPS GROWTH SPACE

50mm Ø UPVC SOIL PIPE B

38mm Ø UPVC WASTE PIPE

38mm Ø UPVC WASTE PIPE FISH TANK

FISH TANK

FT

FISH TANK

FT

GROUND FLOOR LEVEL

TAP

FEMALE TOILET

CROPS GROWTH SPACE

FISH TANK

B

WC

STAFF TOILET

50mm Ø UPVC SOIL PIPE

38mm Ø UPVC WASTE PIPE

CROPS GROWTH SPACE

WC

FISH TANK

FT

FISH TANK

FT

FISH TANK

FT

CROPS GROWTH SPACE

38mm Ø UPVC WASTE PIPE

MALE TOILET

FLOOD SEEDING TABLE FISH TANK

FT

FT

CROPS GROWTH SPACE FLOOD SEEDING TABLE

FEMALE TOILET

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

FISH TANK

FLOOD SEEDING TABLE FISH TANK

38mm Ø UPVC WASTE PIPE

SECOND LEVEL

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

FISH TANK

FLOOD SEEDING TABLE

FISH TANK

FT

VENT 100mm Ø UPVC STACK & VENT PIPE

CROPS GROWTH SPACE

FISH TANK

CROPS GROWTH SPACE

FLOOD SEEDING TABLE FISH TANK

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 800MM (VARIES) SIZE : 600X600mm

100mm Ø UPVC STACK & VENT PIPE

100mm Ø UPVC STACK & VENT PIPE FISH TANK

MANHOLE 1

VENT

CROPS GROWTH SPACE FLOOD SEEDING TABLE

100mm Ø UPVC STACK & VENT PIPE

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1000MM (VARIES) SIZE : 600X600mm

VENT

VENT 100mm Ø UPVC STACK & VENT PIPE

100mm Ø UPVC STACK & VENT PIPE

WC

TAP FT

WC

TAP

WC

FT

38mm Ø UPVC WASTE PIPE

MANHOLE 2

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1200MM (VARIES) SIZE : 600X600mm

MANHOLE 2

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 1200MM (VARIES) SIZE : 600X600mm

ROOF LEVEL

GT FT

100mm Ø UPVC SOIL & WASTE PIPE

100mm Ø UPVC SOIL & WASTE PIPE

100mm Ø UPVC SOIL PIPE

TAP

ASSUMED GRD. LEV. : 100.000 INV. LEV. : 900MM DEPTH : 800MM (VARIES) SIZE : 600X600mm

FISH TA

KS

100mm Ø UPVC SOIL & WASTE PIPE

150mm Ø V.C.P. DISCHARGE TO MAIN SEWER

TO MAIN SEWER

FT

FT

FT

38mm Ø UPVC WASTE PIPE

100mm Ø UPVC SOIL PIPE

FISH MARKET

FISH TANK

FT


SANITARY AND SEWERAGE LEGEND SYMBOL

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

WATER STORAGE TANK

FIRST FLOOR LEVEL 12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FEMALE TOILET B

B

GROUND FLOOR LEVEL

B

B

TAP

WC

DISABLED DISABLED TOILET TOILET

TAP

WC

TAP

WC

TAP

WC

TAP

WC

B

TAP

WC

B

MALE TOILET B

B

B

B

FEMALE TOILET

TAP

WC

TAP

WC

TAP

WC

TAP

WC

B

B

B

TAP

WC

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

DISABLED TOILET

TAP

WC

TAP

WC

TAP

WC

B

HAWKER CENTRE (11 NOS OF HAWKER STATION + 2 BAR KITCHEN)

MALE TOILET B

B

B

TAP

WC

TAP

WC

TAP

WC

KS

KS

KS

KS

FISH MARKET

FISH TANK

KS

KS

KS

MARKET STALL (4X4TAP)

FISH TANK

KS TAP

TAP

TAP

TAP PUMP

SUCTION TANK

32mm Ø BRASS TYPE METER & STOPCOCK M

B

WATER MAIN 75mm Ø S/S INCOMING PIPE

P01 01

SITE B1 WATER SUPPLU SCHEMATIC LAYOUT PLAN SCALE : NTS PROJECT TITLE

AQUAPONIC INTERGRATED TRADING CENTRE ROOF LEVEL

SIPHONIC ROOF DRAIN TO TOP UP RAINWATER HARVESTING W/ TANK WHEN WATER LEVEL IS BELOW LIMIT

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

CROPS GROWTH SPACE

THIRD LEVEL

FISH TANK

FISH TANK

RAIN WATER SLOW SAND FILTRATION TANK

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

RAINWATER HARVESTING TANK

FLOOD SEEDING TABLE

FISH TANK

FISH TANK

FISH TANK

WATER STORAGE TANK

FISH TANK

CROPS GROWTH SPACE FLOOD SEEDING TABLE FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FISH TANK

STAKEHOLDER :

CROPS GROWTH SPACE FLOOD SEEDING TABLE

FISH TANK

FISH TANK

FISH TANK

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV. 12mm Ø S/S DOWNER PIPE RUNNING AT CEILING LVL.

CROPS GROWTH SPACE

CROPS GROWTH SPACE

FLOOD SEEDING TABLE

SECOND LEVEL

FLOOD SEEDING TABLE TAP

FISH TANK

FISH TANK

FISH TANK

FISH TANK

STAFF TOILET

TAP

RETAINING POOL

WC

B

TAP

WC

FLOOD SEEDING TABLE

B

B

WC

MALE TOILET

B

B

B

WC

TAP

WC

CROPS GROWTH SPACE FLOOD SEEDING TABLE

TAP

CROPS GROWTH SPACE FLOOD SEEDING TABLE

25mm Ø S/S RISING MAIN

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FEMALE TOILET

CROPS GROWTH SPACE FLOOD SEEDING TABLE

TAP FISH TANK

FISH TANK

FISH TANK

FISH TANK

WC

TAP

B

WC

MALE TOILET

B

B

B

WC

TAP

WC

CROPS GROWTH SPACE FLOOD SEEDING TABLE FISH TANK

FEMALE TOILET

DISABLED TOILET TAP

TAP

TAP

FISH TANK

FISH TANK

FISH TANK

FISH TANK

FISH TANK

25mm Ø S/S RISING MAIN

EXHIBITION POD

TAP

CROPS GROWTH SPACE FLOOD SEEDING TABLE

TAP

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE

TAP

PUMP

TAP

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

AQUACULTURE BREEDING TANK

GROUND FLOOR LEVEL

WC

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE

FISH TANK

12mm Ø S/S DISTRIBUTION PIPE CEILING LEV.

CROPS GROWTH SPACE

FIRST FLOOR LEVEL

FEMALE TOILET

TAP

WC

B

TAP

TAP

WC

TAP

WC

TAP

WC

TAP

B

MALE TOILET B

B

B

B

B

WC

TAP

DISABLED TOILET WC

TAP

WC

TAP

TAP

B

S/S HORIZONTAL WITHSTAND CYLINDER TYPE SUCTION TANK AT GROUND ,EVE,

WC

PUMP

PUMP

SUCTION TANK

32mm Ø BRASS TYPE METER & STOPCOCK

32mm Ø BRASS TYPE METER & STOPCOCK

M

B

25mm Ø S/S DISTRIBUTION PIPE AT UNDERGROUND LEV.

75mm Ø S/S INCOMING PIPE

WATER MAIN "Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

DRAIWING TITLE :

WATER SUPPLY SCHEMATIC LAYOUT P01 02

SITE B2 WATER SUPPLU SCHEMATIC LAYOUT PLAN SCALE : NTS DRAWING NO.

00/AR 524/ Sem21-01/P/01

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

SANITARY AND SEWERAGE LEGEND SYMBOL

26000 12000 4000

4000

INE

CK L

TBA

G SE

ILDIN

810

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

CAR PARKING

B4

ROUND BASIN MOUNTED ON COUNTERTOP

MOTORCYCLE PARKING

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

8100MM BUILDING SETBACK LINE 8100MM BUILDING SETBACK LINE

8100MM BUILDING SETBACK LINE

G

ANTIN

ER PL

RIMET

M PE

SS

EGR

2000M

2000M

BU 0MM

RE G

ESS

G

ANTIN

ER PL

RIMET

M PE

MIN

MIN

ABBREVIATION

MIN 2000MM PERIMETER PLANTING

4000

4000

16

9000

R

4000

3000

IN

3000

17 28000 12000

8000 2000 2000

18

MOTORCYCLE PARKING

4000

6000 4000

10000 88000 24000 4000

UP

6000

2500

28000 12000

WAY WALK PED ESTR IAN

6000

2000

4000 DROP-OFF / FIRE APPLIANCES ACCESSWAY

2500 2500

DN

00

R30

4000

2500

INGRESS

DP

M PERIMETER

32mm Ø BRASS TYPE METER & STOPCOCK

2500

M

3000

EGRESS

STAKEHOLDER :

V W 2500

28 29

4998

4000

27

10500 4000

30

R

RAMP 1:15

8100MM BUILDING SETBACK LINE

RE

0

00 R6

2500

8000

J 2500

S

SS

I

ES GR

15

7500 2500

IN

14

TAP

2500

4000

12000

PEDESTRIAN WALKWAY

4000

H

G H

DISABLED CARPARK

U

4000

WATER MAIN

PLANTING

00

R90 DP

RAMP 1:15

T

75mm Ø S/S INCOMING PIPE

FIRE APPLIANCES ACCESSWAY

MIN 2000M

8000

0

00

8100MM BUILDING SETBACK LINE

2500

AQUAPONIC INTERGRATED TRADING CENTRE

4000

WATER MAIN

2500 2500 17500 12500

PLANTING

2500

2500

M PERIMETER

13

UP

26

R6

12

PROJECT TITLE

UP

25

5000

H

2500 2500

R9000

UP

UP

H

80000 8000

SIGNAGE BOARD

TAP

MIN 2000M

2500

P

WATER TANK

24

TAP TAP

STAFF PARKING

16000

R

UP

7

11

2000

P 4000

S B

P

4000

M DISABLED CARPARK

TAP TAP

EG

S/S BULK METER

ST

4000

16000 1900210000

32mm Ø BRASS TYPE METER & STOPCOCK

DISABLED CARPARK

TAP

10

8000 4000

P 4000

WATER MAIN

WC TAP

RE S

ft

TAP

9

2000

PEDESTRIAN WALKWAY

4000 4000

20000 10000 2000 2000 4000 4000

36000

ft

WC TAP

TAP

8

B

TAP

TAP

60

B

WC

800

140

B

50DP

360 1200

TOTAL : 2700

ft

40

TAP

6 30

15 35

WC

AVERAGE AMOUNT TOTAL AMOUNT OF OF WATER USAGE WATER (LITRE/PER PAX) USAGE(LITRE)

4 4

50DP 50DP

20

1 BASIN

P

ft

20

2 NOS BASIN

WATER RUNOFF RETENTION POOL

TAP

60

2 NOS SHOWER

1 WC + 1 TAP + 1 BASIN

UP

TAP

DP

TAP

WC

EXPECTED NO OF USER (PER DAY)

9 NOS WC + 9 NOS BASIN + 12 NOS TAP

M

23

50DP

SANITARY FIXTURE

OFFICE

ft

ACCESSWAY LIANCES

MARKET

WC TAP

/ FIRE APP

AVERAGE WATER USAGE PER DAY AREA

PUBLIC WASHROOM

OPEN PANTRY

CONVEYOR BELT

TAP

TAP ft

DROP-OFF

6

SERVICING LANE

5

DISABLED CARPARK

TAP TAP

DP

UP

ft

50DP

50DP

LIFT

P

TAP

B

50DP

25mm Ø S/S DISTRIBUTION PIPE AT UNDERGROUND LEV.

WC

B

50DP

P

6000

H

B 100DP

UP

H

S/S BULK METER

50DP

12mm Ø S/S PIPE RUNING AT CELING LEV.

TAP

4000

P

TAP TAP

50DP

CONVEYOR BELT

LIFT

50DP

B

12mm Ø S/S PIPE RUNING AT CELING LEV.

75mm Ø S/S INCOMING PIPE

S

P

TAP

DP

WC

4000

P

TAP

WC

ft

B

TAP

WC

R 16000 8000

ft

TAP

50DP

B

50DP

50DP

B

WC

ft

WC

RC RAMP 1:12

Q

TAP

TAP

32mm Ø BRASS TYPE METER & STOPCOCK

TAP

ft

ft

22

P DP

TAP

21

WC

P

ST

LOADING BAY

WALKWAY

4

R

PEDESTRIAN

3

SUCTION TANK

50DP

R

25mm Ø S/S RISER

50DP

TAP

P

2

TAP

100DP

VERANDAH

B

ft

RC RAMP 1:12

B

50DP

1

RC RAMP 1:12

B

WC

VERANDAH

100DP

25mm Ø S/S DISTRIBUTION PIPE AT UNDERGROUND LEV.

TAP

20

DROP-OFF

25mm Ø S/S DISTRIBUTION PIPE AT CEILING LEV.

ft

0

DROP-OFF / FIRE APPLIANCES ACCESSWAY

0

50

R1

50

ING

4000

r:1

P

INGRESS

FIRE APPLIANCES ACCESSWAY

RESS RESS/EG

4000

19

EG

H

BICYCLE PARKING

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K

45,0 °

L

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

°

45,0

16 17

M

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

TAP

° 45,0

N

45,0

°

DRAIWING TITLE :

GROUND FLOOR PLAN

BOMBA

UP

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

GROUND FLOOR WATER LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

2000 2000

26000

SANITARY AND SEWERAGE LEGEND

12000

3000

3000

4000

4000

4000

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

6000

8000 2000 2000

S1,S2

SEWER STACK & VENT PIPE

4000

6000 4000

SYMBOL

ST

S TRAP

12mm Ø S/S DOWNER PIPE

8100MM BUILDING SETBACK LINE 4000 4000

17

DP

DP

12mm Ø S/S PIPE RUNING AT CELING LEV.

28000 12000

M

12mm Ø S/S PIPE RUNING AT CELING LEV.

18 4000

8100

8100MM BUILDING SETBACK LINE

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

ING

ILD M BU

16

4000

4000

19

20

P

Q

10000

4000

R 16000 8000

S 4000

ft

2000 2000

TAP

ft

LIFT

WC

TAP

B

WC

B

50DP

4000

8000 4000

88000 24000 4000

4000

50DP

DP 50DP

VOID

VOID

DN UP

ft

20000 10000 2000 2000

WC

50DP

FALL 20°

FALL 15°

FALL 20°

FALL 15°

23

4000

4000

4

DN UP

DP

22

FALL 15°

3

21

TAP

FALL 15°

ft

2

FALL 20°

50DP

FALL 20°

FALL 15°

WC

1

B

TAP

B

LIFT

FALL 20°

FALL 15°

FALL 20°

FALL 15°

4000

4000

36000

5 6

FALL 15°

FALL 20°

FALL 20°

FALL 15°

FALL 15°

FALL 20°

FALL 20°

FALL 15°

RUNING AT CELING LEV. 12mm Ø S/S PIPE

28000 12000

6000

16000 1900210000

4000

24

RUNING AT CELING LEV. 12mm Ø S/S PIPE

6000

2500

5000

25

DP

PROJECT TITLE

26 4000

2500

2500

8

DP

4000

2500 2500

2000

2500

80000 8000

7

9

AQUAPONIC INTERGRATED TRADING CENTRE

2500

2500

2500

17500 12500

2500

12mm Ø S/S DOWNER PIPE

2500

FALL 20°

4000

11

2500

10

12

FALL 20°

3000

2500

2500

VOID

2500

UP DN

5° LL FA

4000 4998

12000

STAKEHOLDER :

FA

LL

FALL 20°

4000

4000

8000

7500 2500

29

2500

FALL 20°

15

2500

J

V W

LL

14

I

10500 4000

FA

G H

28

FALL 20°

27

LL

13

U 4000

FA

8100MM BUILDING SETBACK LINE

8000

16000

T FALL 20°

30

8100MM BUILDING SETBACK LINE

K L

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

FALL 20°

45,0 °

16 17

FALL 20°

M

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

°

45,0

FALL 20°

FALL 20°

°

45,0

N

45,0

°

DRAIWING TITLE :

FIRST FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

FIRST FLOOR WATER LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M

N

O

28000 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

12000

4000 8000

2000

8000

SANITARY AND SEWERAGE LEGEND

2000 2000

SYMBOL

26000 6000 4000

8000 2000 2000

3000

12000 3000

4000

4000

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

4000 12mm Ø S/S DOWNER PIPE

8100MM BUILDING SETBACK LINE 4000 4000

17

DP

DP

12mm Ø S/S PIPE RUNING AT CELING LEV.

28000 12000

M

12mm Ø S/S PIPE RUNING AT CELING LEV.

18 4000

8100

8100MM BUILDING SETBACK LINE

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

ING

ILD M BU

16

4000

4000

19

20

P

Q

10000

4000

R 16000 8000

S 4000

ft

2000 8000 4000

88000 24000 4000

DP TAP

WC

50DP

ft

LIFT

2000

4000

22

TAP

B

WC

B

50DP

4000

DN UP

DP

50DP

VOID

VOID

DN UP

6000

ft

FALL 20°

FALL 15°

FALL 20°

FALL 15°

23

4000

4000

4000

20000 10000 2000 2000

WC

4

50DP

3

21

TAP

FALL 15°

ft

2

FALL 20°

50DP

FALL 20°

FALL 15°

FALL 15°

WC

1

B

TAP

B

LIFT

FALL 20°

FALL 15°

FALL 20°

FALL 15°

4000

4000

36000

5 6

FALL 15°

FALL 20°

FALL 20°

FALL 15°

FALL 15°

FALL 20°

FALL 20°

FALL 15°

RUNING AT CELING LEV. 12mm Ø S/S PIPE

28000 12000

6000

16000 1900210000

4000

24

PROJECT TITLE

RUNING AT CELING LEV. 12mm Ø S/S PIPE

6000

2500

5000

25

DP

26 4000

AQUAPONIC INTERGRATED TRADING CENTRE

2500

2500

8

DP

4000

2500 2500

2000

2500

80000 8000

7

9 2500

2500

2500

17500 12500

2500

12mm Ø S/S DOWNER PIPE

2500

FALL 20°

4000

11

2500

10

12

STAKEHOLDER :

FALL 20°

3000

2500

2500

VOID

2500

UP DN

5° LL FA

4000 4998

12000

FALL 20°

FA

LL

FALL 20°

4000

4000

8000

7500 2500

29

2500

15

2500

J

V W

LL

14

I

10500 4000

FA

G H

28

FALL 20°

27

LL

13

U 4000

FA

8100MM BUILDING SETBACK LINE

8000

16000

T FALL 20°

30

8100MM BUILDING SETBACK LINE

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K L

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

FALL 20°

45,0 °

16 17

FALL 20°

M

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

°

45,0

FALL 20°

FALL 20°

° 45,0

N

45,0

°

DRAIWING TITLE :

SECOND FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

SECOND FLOOR WATER LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.


L

M 12000

A A1B C C1 C2 D D1 D2 E

2000 2000

F

N

O

28000 4000 8000

12000

2000

8000

SANITARY AND SEWERAGE LEGEND

2000 2000

SYMBOL

26000 6000 4000

8000 2000 2000

3000

ABBREVIATION

DESCRIPTION

WC

FLUSH TOILET

B1

PEDESTAL TYPE BASIN

B2

WALL MOUNTED TYPE CERAMIC BASIN

B3

RECESS TRIPLE BASIN MOUNTED BELOW COUNTERTOP

B4

ROUND BASIN MOUNTED ON COUNTERTOP

KS

WEATHERPROOF JUNCTION BOX

TAP

WATER TAP

FT

FLOOR TRAP

GT

GULLY TRAP

S1,S2

SEWER STACK & VENT PIPE

ST

S TRAP

12000 3000

4000

4000

4000 12mm Ø S/S DOWNER PIPE

8100MM BUILDING SETBACK LINE 4000 4000

17

DP

DP

28000 12000

12mm Ø S/S PIPE RUNING AT CELING LEV.

12mm Ø S/S PIPE RUNING AT CELING LEV.

18 4000

B

8100MM BUILDING SETBACK LINE

E

K LIN

BAC

SET

8100MM BUILDING SETBACK LINE

MM

8100

ING UILD

16

4000

19

4000

12mm Ø S/S DOWNPIPE FROM SIPHONIC ROOF DRAIN RAIN WATER SLOW SAND FILTRATION TANK

20

R

P

DP

S/S GRP WATER TANK TO DETS DRAWING

Q

R 16000 8000

S 4000

FALL 30°

10000

4000

6000 4000

S/S GRP WATER TANK TO DETS DRAWING

R

4000

DP

RAIN WATER SLOW SAND FILTRATION TANK 12mm Ø S/S DOWNPIPE FROM SIPHONIC ROOF DRAIN

4000

4000

36000

FALL 20°

FALL 30°

DP

23

5

FALL 20°

LIFT

FALL 20°

2000

DP

4000

4

FALL 30°

8000 4000

88000 24000 4000

4000

3

4000

22 20000 10000 2000 2000

2

FALL 20°

DP

FALL 20°

21

FALL 20°

1

2000

DP

LIFT

6 16000 1900210000

4000

24

6000

28000 12000

RUNING AT CELING LEV. 12mm Ø S/S PIPE

PROJECT TITLE

RUNING AT CELING LEV. 12mm Ø S/S PIPE

6000

2500

5000

25

DP

26 4000

AQUAPONIC INTERGRATED TRADING CENTRE

2500

2500

8

DP

4000

2500 2500

2000

2500

80000 8000

7

9 2500

2500

2500

17500 12500

2500

12mm Ø S/S DOWNER PIPE

4000

2500

11

2500

10

12

G H 2500

LL

7500 2500

I

J 2500

5

3000

8000

15

FA

DN

2500

14

2500

U 4000

STAKEHOLDER :

V W 2500

12000

28

4998

4000

27

10500 4000

29 4000

4000

13

8100MM BUILDING SETBACK LINE

8000

16000

T

30

8100MM BUILDING SETBACK LINE

"Saya bersetuju untuk bertanggung jawab terhadap segala kerosakan bangunan yang akan timbul kepada lot-lot sebelah menyebelah akibat cadangan tersebut."

K

EAST COAST ECONOMIC REGION DEVELOPMENT COUNCIL

°

45,0

16

LEVEL 3 MENARA PJH, NO. 2, JALAN TUN ABDUL RAZAK, PRECINCT 2, 62100, WILAYAH PERSEKUTUAN PUTRAJAYA

17

45,0

°

L

M ° 45,0

N

45,0

°

DRAIWING TITLE :

THIRDGROUND FLOOR PLAN

BOMBA

DRAWING NO.

00/AR 524/ Sem21-01/P/01

KIBLAT

U

P01

THIRD FLOOR WATER LAYOUT PLAN

DESIGNED BY

:- ROBERT LAM

01

SCALE 1:500

'Saya mengesahkan bahawa cadangan ini tidak menjejaskan kestabilan dan kekukuhan struktur bangunan sedia ada.'

DILUKIS :

CHANG CHEE YOO

TARIKH :

05.05.2021

SKALA :

SEPERTI YANG TERTERA

DISEMAK :

EUNICE LIM MIN YEE

THIS DRAWING IS COPYRIGHT. ALL DESIGN IS PROPERTY OF ARI METHI ARCHITECT AND CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION. ALL MEASUREMENT & DIMENSION MUST BE VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES. ALL DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DRAWINGS. ALL DIMENSIONS ARE IN MILIMETRE UNLESS OTHERWISE NOTED.



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