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
5°
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
5°
20°
5°
FALL 5°
H
R6000
FALL
20°
FALL
1:15
20°
4998
28 29
30
12000
WALKWAY
ING
PEDESTRIAN
DISABLED CARPARK
5°
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
5°
5000
FALL
15°
FALL
FALL
15°
FALL
BELT
5°
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.
5°
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.
5°
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.
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
5°
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.
5°
15°
RKIN
FALL
YOR
5°
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
5°
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.
5°
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.
5°
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.
5°
,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.
5°
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
5°
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
5°
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
5°
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
5°
Place of assembly
LL FA
ROOF GARDENING
4000 4998
12000
ROOF GARDENING
K
FALL 20°
UP
5°
VII
LL
304
STAKEHOLDER :
ROOF GARDENING
30
UP DN K
2500
15
FALL 20°
FA
4000
8000
VOID
29 4000
J 2500
2500
5°
14
I
V W
LL
7500 2500
2500
10500 4000
FA
G H
28
5°
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
5°
FALL 30°
2000
FA LL
5°
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:
5°
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°
5°
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
5°
20°
FIRE
20°
2500
FALL
H
SS
20°
SETB ACK LINE
2500 3000
EGRE
T
DISABLE CARPAR D K
5°
NA
FALL
LEGEND:
R9000
H
8000
J
2500
DN
FALL
SECOND FLOOR
RESS
H
I
VOID
UP
5°
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°
5°
DINING AREA
THIRD FLOOR
FALL
FALL
72
P
L 5°
FAL
SS RE
20°
15°
2000 FALL
L 5°
FAL
5°
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
5°
FALL 20°
4000
4000
8000
7500 2500
29
2500
5°
15
2500
J
STAKEHOLDER :
V W
LL
14
I
10500 4000
FA
G H
28
5°
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
5°
FALL 20°
4000
4000
8000
7500 2500
29
2500
FALL 20°
5°
15
2500
J
V W
LL
14
I
10500 4000
FA
G H
28
5°
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
5°
FALL 20°
4000
4000
8000
7500 2500
29
2500
5°
15
2500
J
V W
LL
14
I
10500 4000
FA
G H
28
5°
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.