Initial Presentation Group 3

8/13/2019 Initial Presentation Group 3

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an initial presentation on 16/10/2013

Muhammad Aiman bin Abdul Rahman (006119) Nur Afiqah binti Jamalludin Al Amini (006081) Nik Muhammad Izzat bin Azhar (006154) Stanley Chia Uei Ying (009786) Lau Lee Yeo (009790)

H24A03 Group Design Project 2013/2014

5-STAR MAJESTIC HOTEL

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Documents provided at start

1. Topographic map of the site2. Soil investigation (SI) report

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CONTENT OF THE PRESENTATION

1. Aims and objectiv es2. Concept

3. List of the refurbis hment works4. Conceptual design 5. Construction planning

6. Basement parkin g const ruction7. Cost Estimation8. Environmental Assessment

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Aimsand Objectives To refurbish the existing building To build a new accommodation block To maintain a heritage building with a luxury of a 5-star hotel To come out with design solutions for complex engineering

problems To consider public health and safety, cultural, societal, and

environmental considerations during construction phas e

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A hint of history in a

modern city -concept established from aims

Combination of Neo-classical and art decostyle for the new building New building complements the existing

building

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Refurbishment work-the list of planned activities 1

Structural work Fatigue and cracking

repairs Concrete repair or

strengthening Frame inspection

Bathroom Floor tiling

Wall tiling Plumbing work Electrical work

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Refurbishment work-the list of planned activities 2 (continuation)

Bedroom Carpet Wallpaper Air conditioning Electrical fittings Light fittings Telephone fittings Ceiling Finishing

Floor Hallway Carpet Wallpaper Decorations Light fittings Ceiling Fire doors Sprinkler system

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Conceptual design of existing building- Majestic Wing

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MajesticWing

The ColonialCafe

The TeaLounge

The BarSuites with

ButlerService


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Conceptual design of new block- Tower Wing

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Tower Wing

ReceptionDeluxe

Rooms &

Suites

Opus OneRestaurantGymnasium

SwimmingPool

BallroomMeetingRooms


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Conceptual design of new block- facilities provided 1

Two parts: Accommodations Management and Leisure

Area Design 1 = 2767 sq.m Area Design 2 = 2400 sq.m 132 deluxe rooms 121 suites

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Conceptual design of new block- facilities provided 2 (continuation)

An administration and staff floor Entertainment floor Roof garden Basement parking

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Sketches of the 1 st design(lobby)- with the location of columns

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Sketches of the 1 st design(2 nd floor)- with the location of columns

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Sketches of the 1 st design(3 rd floor)- with the location of columns

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Sketches of the 1 st design(floor plan A)- with the location of columns

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22 deluxe rooms4 junior suite5 Premier SuiteThere will be 6 typical floors of

this layout


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Sketches of the 1 st design(floor plan B)- with the location of columns

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20 Junior Suite2 Premier Suite

2 typical floors


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Sketches of the 1 st design(floor plan C)- with the location of columns

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16 Premier Suite


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Sketches of the 1 st design(floor plan D)- with the location of columns

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10 Majestic suite2 Premier suite


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Sketches of 2 nd Design- with the location of columns 1

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LobbyRestaurantLounge

Bar

2nd FloorSwimming PoolGymnasiumBallroom


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Sketches of 2 nd Design- with the location of columns 2 (continuation)

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Type A LayoutDeluxe roomsMeeting rooms

4 typical floors

Type B LayoutPremier Suites5 typical floors


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Sketches of 2 nd Design- with the location of columns 3 (continuation)

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Type C Layout12 Majestic Suites1 typical floors


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Artist Impression of Majestic Hotel

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Construction planning 1

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Construction planning 2

Provide an access road for the equipment route(traffic management on site)

Determine the site area and provide safetybarrier, warning signs Established an exact location of underground

services (electrical power, sewer pipes,telecommunications cables, etc.) before anyexcavation activity starts

Provide an area for stockpiling on site

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Construction planning- layout plan of the site

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Construction planning- recommended access route

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Construction of Basement

1) Diaphragm wall Reinforced concrete wall

Can be designed to take very high structural load2) Steel sheet pile

Consists of driven interlocked steel panels

Each pile is engaged with and driven in alongsidethe previous one thereby creating an imperviouswall

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Construction of Basement using Diaphragm wall(conceptual installation)

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Construction of Basement using steelsheet pile

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Reason for diaphragm wall asbasement construction method

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1. Can carry vertical loads too compare with steel sheet pile2. Noise levels limited to engine noise only3. No vibration during installation4. Commonly used in congested areas.5. Can be installed in close proximity to existing structure6. Flexible system in plan layout7. Can be installed to considerable depth8. Easily incorporated into permanent works9. Economic and positive solution for large deep basement in

saturated and unstable soil profiles.


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Why not steel sheet pile wall?

Sections can rarely be used as part of the permanentstructure

Installation is difficult in soils with boulders or cobbles. Excavation shapes are dictated by the sheet pile section

and interlocking elements Sheet pile driving may cause neighbourhood

disturbance Settlements in adjacent properties may take place due

to installation vibrations

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Cost Estimation

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Environmental Assessment-the impact to the environment during construction phase

Destroy habitat and alter biodiversity. Prevent the growth of native plant species. Change in drainage patterns of the area. Create dust or air pollution. Generates noise pollution.

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Environmental Assessment-measures to control the impact to the environment 1

1. During site clearance Minimize the need for cutting of trees & damage to the native

vegetation. Phase out the site clearing process to only areas that need excavation

initially, this will reduce the dust emission from currently unusedareas.

Vegetate the unused area by growing temporary groundcover plantsor flower beds.

2. During construction of access road Frequent water sprinkling is required to reduce local dust emissions.

3. During excavation On windy days avoid excavation activities to reduce dust emissions Prevent the excavated soil from spilling out of the site boundaries on

to adjoining roads and properties.

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4. During drainage works Provide a basic surface drainage system for the site to avoid

water runoff on to the surrounding properties and roads,especially during the monsoon months.

If during excavation, water accumulates in the excavated areas,then it should be pumped out and disposed of either in themunicipal storm water drain or into recharge soak pits of drybore wells.

5. During maintenance of vehicle

Construction vehicles should be properly maintained tominimize smoke in the exhaust emissions Prevent contamination of surface and ground water sources by

accidental spillages of oil and fuel.

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6. During loading and unloading material Sweep and clean adjacent roads of the site that

get soiled due to the frequent movement of trucksto and fro from the site, at least once a day. Load and unload trucks on site and not on

surrounding roadside.

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Q/A SESSION

thank you

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END OF PRESENTATION

Initial Presentation Group 3

Documents

Transcript of Initial Presentation Group 3