Elements & Urban Oasis
PS1 - CPU
Interactive Portfilio Nadeem Hanna Shambhavi Joshi Lour Roberta
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Contents
A 03 04 05 06 07 08 09 10 11 12 13 14 15
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B The Office (Atelier Specific) Intensive Week 1 Intensive Week 2 Theory Site Photos Infrastructure Interactive
Manchester Research Design Drivers Interactive
Housing Typoloy Massing Conditions Interactive
Vertical Massing Project Narrative
16 17 18 19 20 21 22 23 24 25 26 27
Floor Plans
Interactive
Site Strategy
Interactive
Floor Plans
Interactive
House Types Sections
Interactive
Elevations
Interactive
Courtyard Visual (Atelier Specific) Module Structure Connection Details
28 29 30 31 32 33 34 35
Construction Sequence Interactive
Building Regulations Services Interactive
Environmental Analysis Interactive
Costing Flythough (Atelier Specific) Interactive
Individual Reflection (Atelier Specific) Bibliography
Details 1 Details 2 Plan of Construction
Road Visual (Atelier Specific)
Part A Interactive Click Button
Part B Interactive Click Button
Please view in Adobe Acrobat with Adobe Flash player installed
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Part A -
The Office
Nadeem Hanna BIM Manager Nadeem’s role within the project is developing the BIM model, he is best suited to this role because his wealth of Revit knowledge. Nadeem has already experience in BIM management from earlier on in his career and teaches Revit at the Manchester School of Architecture.
Shambhavi Joshi Creative Designer Shambhavi’s main focus within the project is landscaping and bespoke aspect of the scheme. Being a registered architect in India Shambhavi understands the importance of good design within the public realm, having worked several large multi use developments within India.
Lour Roberta Technical Desinger Lour’s reasonability lies in ensuring the scheme can be delivered. Having experience in designing modular housing Lour has a wealth of knowledge of how modular systems perform, in addition to her vast knowledge of structures.
Brief The brief outlined to us is to develop a housing scheme within a site in central Manchester constructed using DfMA construction methods and off-site manufacturing. The site we have been assigned is situated on Booth Street West adjacent to Oxford Road. For us to design under the blanket of DfMA we have been asked to coordinate the project using BIM. We will be using Autodesk Revit 2019. We have been appointed by the client under a design and build contract. Our scope of work is to take the project though planning and until the tender phase of stage 4. Once a contractor has been appointed to deliver the project we have an intention to bid to the contractor to be novated and oversee the project to completion
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Part A -
DfMA as Construction Methord
Intensive Week - DfMA, BIM and Housing Stanrds Housing Standards
The brief for our intensive week was to research design for manufacture assembly (DfMA) as a construction method and the current state of the UK housing market. DfMA as a method of uses off site manufacturing of building components and modules for onsite assembly. The process attempts to reduce time within the construction phase of a scheme.
Housing standards are the minimum standards of living that dwellings should meet according to the local government. The Manchester Residential Quality Guidance (March 2017) states that good residential design is not just about what happens inside the home. The guidance is broken down into 3 levels to accommodate a balance of residential mix and the younger population who are increasingly choosing to live and work in Manchester. The city’s density is growing quickly and there is a need for sustainable, affordable homes with the Manchester’s character and sense of community. Neighbourhood: how it should respond to, and influence the wider neighbourhood. Block: contribute to creating or improving the immediate block and street network. Building: implications of design. Since 2015, Manchester has adopted the London Housing Design Guide space standards as Manchester has the fastest growing population outside London.
DfMA is already heavily featured throughout the automotive industry Design of Automated Parts
Material Handling and Parts Manufacture
Car Body Manufacture and Engine Block Assembly Assembly
Final Assembly
Final Tests and Clearance
DfMA vs Traditional Construction Traditional construction Feasibility
Funding
Site Preparation
Design & Engineering
Construction
Fit-out & Finishing
Testing & Commissioning
With Manchester’s population growing, moving the working population back into the city will require a significant increase in housing density. With the highest population density per square kilometer, Tokyo in Japan is leading testing ground for high density urban housing since the post war boom in the 1960s where supply exceeded demand.
Design for Manufacture and Assembly Feasibility
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Funding
Design & Engineering TIME SAVED
Site Preparation Manufacture Assembly Fit-out & Finishing Testing & Commissioning Time Material
Sou Fujimoto’s prototype for House Vision exhibition
Cost Waste Management Labour SAVING
The project aims to redefine rental housing by introducing large shared living spaces and incorporating ageing cultural communities.
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Part A -
Intensive Week - Supply vs Demand
83%
210,000 New Homes Each Year Expected Between 2014-2039
55% People aged over 45 within rural areas
240-250,000 New Homes Each Year Required to Cope with House Formulations Within the UK more than 4 in 5 people live within an urban setting.
300,000 New Homes Each Year Required to Prevent Average of First Time Buyers Rising Resarchers Own from (Wilson & Barton, 2018; HOUSE OF LORDS, 2016)
House Prices to Earnings
People aged over 45 within urban areas
Resarchers Own from (Department for Environment, Food & Rural Affairs, 2016)
House Supply vs Housing Demand
8
40%
Population Change Index
Demand
300
Urban
6 200
England
4
Supply
Rural
100
2
Rural urban migration is a phenomenon affecting all countries around the world. With more people populating cities pressure is being put upon developers and planners to house the influx of people. Within Urban areas in the UK house prices reach in excess of 14 times the median earnings (Department for Communities and Local Government, 2017).
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Part A -
Thoery
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Modern Urban Planning Theory The theory can be nterpreted as, ‘A generally, systematically rational cognition on the development of cities and urban planning process; an intellectual configuration used to comprehend urban development and planning process.
Philosophical
Technological
Project Specific
Scientific
Theories on Urban Development
Urban component and its development Theories on Cities
Our approach towards the project runs on a similar ideology as of the Urban Planning Theory, where we have rationally attempted to analyze the sociophilosophical aspects of the city of Manchester, narrowing them down to the site specific requirements. We have then investigated the factors affecting site decisions, its surrounding development and its effect on its immediate neighbourhood and users. These inferences have further been detailed into a social housing project using DfMA technology as a means of construction to establish the connection of the user and the urban fabric.
Cao, K. (2007) ‘Modern urban planning theories Beijing: China Architecture and Building Press, 2007.’ Sage Pub, 12(3) p. 321-328.
A Semi Open Courtyard
Road Side
Part A -
Site Photos
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Part A -
Infrastructure
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Interactive Site Location
Housing
Education Food
Shops
Road Network
Green Spaces
Other
Conclusion
Site Area 3477m² 0.86 Acre 0.35 Hectare Address Hopton Court Booth Street West MANCHESTER M15 6EP
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Part A -
City Center Growth
Manchester Research
Year on Year House Price Tends - Manchester
200%
Population Growth in City Center Manchester 6.8%
Job Growth in City Center 10%
150%
UK 3.6%
100%
18 20
16 20
0%
50%
0%
-15%
09
20
1st for City Centre Job Growth. City of Opportunities?
2016 - First time Manchester YOY% incress overtook the UK avarage. City on the Rise?
Resarchers Own from (Elliott, 2018)
Resarchers Own from (Home Track, 2018)
Age Distribution
80%
Year on Year House Price Tends
8.0%
90+
60%
85-89
Female
75-79
4.0%
70-74
2.0%
60-64 55-59
45-49
-2.0%
40-44 35-39 30-34
Current Year on Year House Price Growth
25-29
Pervious Year on Year House Price Growth
Resarchers Own from (Home Track, 2018)
15-19 10-14 5-9
UK Average
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% of Total Population
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6
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18% of population aged between 20-34, City for the Youth? Resarchers Own from (Manchester City Council, 2011)
18%
Since 2007.
0-4 2
-4.0%
Manchester has 4th highest year on year house price increase
20-24
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40%
20%
0.0%
50-54
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UK Average
3.6% UK Avarage
65-69
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Manchester
6.0%
80-84
Male
Tenure of Households
13 in
Rise in House Prices
20%
Houses bought in National Avarage manchester are by Manchester house prices have only very first time buyers. recently began to increase.
Resarchers Own from (Countrywide, 2014)
Resarchers Own from (Countrywide, 2014)
-6.0%
0%
Owner Occupied
Social Rented
Privet Rented or Rent Free
Less than half of all home owners live in there homes.
Resarchers Own from (Manchester City Council, 2011)
This research has informed us that Manchester is a city popular with the younger generations. The city is developing in a rapid rate therefore very popular with first time buyers. Despite this less than 40% of home owners live in their properties. This shows indicates to still a very strong rental market.
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Character Profiles
Part A -
Design Drivers
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Interactive
Space Standards 1B 2P - GIA 50m² ~ 25m² 2B 3P - GIA 61-70m²
1
Bedroom
2
~ 25m²
3
Bedroom
Bedroom
3B 5P - GIA 86-99m²
Easy Access to City
Pre School Access
Middle School Access
Affordable
Small Outdoor Spaces
Larger Outdoor Spaces
Resarchers Own from (Department for Communities and Local Government, 2015)
Transportation
Site/ User Design Drivers
Proposed Module STGO - Cat1
Site Avarage Age
4m 6.1m
< 2.9m
Site Population Density
Housing Typology
Normal load
Abnormal Load
Special movements order
Less than 2.9m Less than 44,000m weight
Cat 1 not exceeding 50,00kg 2 working days’ notice Cat 2 not exceeding 80,000kg 2 working days’ notice Cat 3 not exceeding 150,000kg 5 working days’ notice
Excess of 6.1m wide Excess of 150,000kg
First Time Buyers Age Distribution First Time Buyer Mortgage Lending The site has a very young average age. Partly due to its proximity to universities and city centre.
45
y/25
2.5m to 5m y
Site Statistics Site Average Age - 26.6 - Average age for somone living in an urban setting UK - 38 - Manchester average age - 36.3
x
25m²
25
Resarchers Own from (Carter & Swinney, 2018; Plumplot, 2016 )
> 6.1m
1.618
Module Development
y/x = Golden Ratio
4m
6.25m
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House Typology Development
Part A -
Housing Typology
Cluster Development
Condition 1 - All formations need to have the same footprint
Consistent module Module consistant thoughout all house types, connecting services into the core.
4x
=
Housing Units
Housing Cluster
Condition 2 - All formations conforms to the golden ratio. The same ratio governing the module.
Core
Condition 3 - All service modules to be facing the core.
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Part A -
Massing Conditions
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Interactive
Condition 1 All Clusters should have a minimum of 2 and maximum of 5 open spaces
Condition 2 All 3 Bed duplexes must have either zero or one open space on there short end.
Condition 3 All Clusters should have only one double open space or non at all.
Condition 4 A Cluster with 4 Clubbed double spaces is not vaild.
Condition 5 All 3 Bed duplexes must have one open space on their longitudinal end.
Quality of Space - Maintaining an appropriate ratio of open and closed spaces.
Structural Stability – No support below the above unit would impact the structure.
Quality of Space – Avoiding having too many unoccupied plot spaces, waste of space.
Structural Stability – No support below the above unit would impact the structure.
Quality of Space – Required to provide the 3-bed duplex with privet garden space.
Final Iterations
Type A
Type B
Type C
Type D
Type E
Type F
Type G
Type H
Type I
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Part A -
Site massing as a whole
Space for Pedestrian walkway
CAT 01 Clusters
Space for Courtyard/Open Space
Creating grids for units placement
CAT 01 Cluster
CAT 02 Clusters
CAT 02 Cluster CAT 03 Cluster
Vertical Condition 1 CAT 01 Cluster
Vertical Condition 2 CAT 03 Cluster Type I
Double open spaces never feature on the same corner within the same tower.
CAT 02 Cluster
Quantities 13 - 1 Bed
51 - 2 Bed
8 - 3 Bed
Tower 1
Tower 2
Tower 3
Tower 4
Tower 5
Merging grids with Courtyard space, leaving open access on ground floor
CAT 03 Cluster Type I
Vertical Massing
Unit stacking with height hierarchy with open ground layout
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Part A -
Project Narrative
Within a world where urbanism is affecting all major cities around the world the construction industry needs to respond with new innovative solutions to speed up the fabrication of our cities. DfMA attempts to respond to this phenomenon, with off-site manufacturing and standardisation. Manchester is one of the fastest progressing cities within the UK. Its rapidly increasing city centre job growth is enticing many young professionals to emigrate to the north west. Manchesters housing market is popular with first time buyers, 1 in 3 homes bought by first time buyers. Published in 2017 â&#x20AC;&#x153;fixing our broken housing marketâ&#x20AC;? is a report outlining was is required to cope with the demand of the UK housing market. Stated within this report are four fundamentals that would need to be addressed: affordable homes, quicker construction of homes, diversity within the housing market and right homes in right places. These four points capture the essence of this project. Though our extensive research into the site and city we can propose housing designed for the current demographics, combining characterising from the two most popular housing typologies within the city, all constructed using the blanket of DfMA and standardisation. The result is a quicker and cheaper construction specifically designed for a current city demographic and popularity trends.
Right home in the Right Places
Diversify the Housing Market
Build Faster Homes
Affordable Housing
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Road Visual
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Floor Plans
Part B -
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Ground Floor Plan 1:500 1 2 3 4 5
Large Shopping Unit Standard Shopping Unit Plaza Activity Space Cafe
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Public Seating Bike Store Waste Collection Point
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Part B -
Site Strategy
Site Layers Residential Towers
Vehicle Access
Building Access
Urban Community Space
Basement Level Parking
Public Nodes
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Floor Plans
Part B -
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Interactive
Unit Level 01 Floor 01 - 02
Unit Level 02 Floor 03 - 04
Unit Level 03 Floor 05 - 06
Unit Level 04 Floor 07 - 08
Unit Level 05 Floor 09 - 10
1:500 @ A3
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House Types
Part B -
1 Bedroom Flat
Kitchen
Bedroom
Bathroom
2x 25m² module = 1B2P Flat
Living Room
2 Bedroom Duplex
3x 25m² module = 2B3P Duplex
4x 25m² module = 3B5P Duplex
3 Bedroom Duplex
Kitchen
Kitchen Bedroom
Living Room Bathroom
Bathroom Living Room
Bathroom Bedroom
Bedroom
Bedroom Bedroom
Bathroom
1:100 @ A3
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Sections
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Part B -
Interactive 12 A DD
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DD A
FFL 33.101 m FFL 33.101 m Unit_5 01 Unit_5 01 FFL 30.128 m FFL 30.128 m Unit_5 00 Unit_5 00 FFL 27.155 m FFL 27.155 m Unit_4 01 Unit_4 01 FFL 24.182 m FFL 24.182 m Unit_4 00 Unit_4 00 FFL 21.209 m FFL 21.209 m Unit_3 01 Unit_3 01 FFL 18.236 m FFL 18.236 m Unit_3 00 Unit_3 00 FFL 15.263 m FFL 15.263 m Unit_2 01 Unit_2 01 FFL 12.290 m FFL 12.290 m Unit_2 00 Unit_2 00 FFL 9.317 m FFL 9.317 m Unit_1 01 Unit_1 01 FFL 6.344 m FFL 6.344 m Unit_1 00 Unit_1 00
FFL 0.000 m FFL 0.000 m Ground Floor Ground Floor FFL -3.200 m FFL -3.200 m Basement Basement
1:200 @ A3
Section 01 1:200
Section 02 1:200
Section 03 1:200
FFL 33.101 FFL 33.101 mm Unit_5 Unit_5 0101 FFL 30.128 FFL 30.128 mm Unit_5 00 Unit_5 00 FFL 27.155 FFL 27.155 mm Unit_4 Unit_4 0101 FFL 24.182 FFL 24.182 mm Unit_4 00 Unit_4 00 FFL 21.209 FFL 21.209 mm Unit_3 Unit_3 0101 FFL 18.236 FFL 18.236 mm Unit_3 00 Unit_3 00 FFL 15.263 FFL 15.263 mm Unit_2 Unit_2 0101 FFL 12.290 FFL 12.290 mm Unit_2 00 Unit_2 00 FFL 9.317 FFL 9.317 mm Unit_1 Unit_1 0101 FFL 6.344 FFL 6.344 mm Unit_1 Unit_1 0000
FFL 0.000 FFL 0.000 mm Ground Floor Ground Floor FFL -3.200 FFL -3.200 mm Basement Basement
Section 04 1:200
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Elevations
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Part B -
Interactive
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FFL 33.101 m Unit_5 01
FFL 33.101 m Unit_5 01
FFL 30.128 m Unit_5 00
FFL 30.128 m Unit_5 00
FFL 27.155 m Unit_4 01
FFL 27.155 m Unit_4 01
FFL 24.182 m Unit_4 00
FFL 24.182 m Unit_4 00
FFL 21.209 m Unit_3 01
FFL 21.209 m Unit_3 01
FFL 18.236 m Unit_3 00
FFL 18.236 m Unit_3 00
FFL 15.263 m Unit_2 01
FFL 15.263 m Unit_2 01
FFL 12.290 m Unit_2 00
FFL 12.290 m Unit_2 00
FFL 9.317 m Unit_1 01
FFL 9.317 m Unit_1 01
FFL 6.344 m Unit_1 00
FFL 6.344 m Unit_1 00
FFL 0.000 m Ground Floor
FFL 0.000 m Ground Floor
Timber Cladding system Vulcan WeatherTone® pre-finished weatherboard - Barista White Cladding system Vulcan VulcaTuf® rainscreen cladding panels - Pure White RAL9010
1:200 @ A3
North Elevation 1:200
East Elevation 1:200
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Courtyard Visual
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Part B -
Module Structure
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Vulcan WeatherToneÂŽ pre-finished weatherboard - Barista / Vulcan VulcaTufÂŽ rainscreen cladding panels - Pure White RAL9010 OSB Board Insulation mechanically fixed to subsrate Breather Membrane Light gauge steel frame structure, with insualtion between studs if required Vapour Control Layer Plaster Board
1 Bed Assembly
2 Bed Assembly
3 Bed Assembly
Component Schedule Base and Gusset Plates
Nuts and Bolts
Nuts and Bolts system: 1. 12mm Bolts 2. 15mm Bolts 3. 20mm Bolts 4. 24mm anchor fasteners
Nos. 64 440 32 18
Base and Gusset plates: 1. Rectangular 2. Trapezoidal 3. Bracing plate All plates of 6, 8 and 10mm thicknesses
Beams
Nos. 106 8 2
Structural Steel Beams: 1. Box Sections 2. I-section beam 3. Subordinate I-beam 4. Structural C-beam
Angle Cleat
Nos. 2 2 40 9
Angle cleats: 1. L-angle cleat (2X2 dia) 2. L-angle cleat (3X3 dia) 3. T-shape compound cleat (derived by joining two 3X3 L-angle cleats)
Columns
Nos. 96 8 4
Structural Steel Columns: Nos. 1. C-shaped compound stanchion 4 2. L-angle column 4 3. Structural I-shaped column 2 4. Subordinate I-shaped column 24
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Part B -
Subordinate I Beam
Connection Details
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Main I-Beam 20mm dia nuts and bolts system
15mm dia nut and bolt system L - angle cleat
Base Plates
Main C Beam
Main I-Beam Subordinate C Beam
Joinary at Structural Beam to Light Steel Frame
Corner Detail at Structural Column and Sructural Beams
Subordinate C Beam welded to main beam
15mm dia nut and bolt system 8mm Thick Base Plate L-Angle Cleat
Fire resistant Plasterboard 12mm dia nut and bolt system 150mm dia round steel pipe used for bracing
Structural I-section column 8mm thk gusset plate
Gusset plate Base Plate
20mm dia nut and bolt system 18mm dia nut and bolt system T-Angle Cleat
Corner Detail at Structural Column to Structural Beams
Mineral wool insulation I-shaped Stanchion Sheathing Board Breather Membrane Rigid Insulation board Cladding
Ground Floor I-shaped stanchion 20mm dia nut and bolt (anchor fasteners) 450x600mm rectangular concrete column
Central Bracing Junction
C shaped compound steel stanchion 8mm thk gusset plate
20mm dia nut and bolt system Base plate
Subordinate I-Beam
Base plate
Vertical Support
Gusset plate
15mm dia nut and bolt system
Subordinate C Beam welded to main beam
L - angle cleat
Joinary at Vertical Support and Structural Beam
I-Section Beam
Detail showing Structural C beam joining Compound Stanchion
Detail of joinery between basement column - ground floor column - structural column of module
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Foundation to Parapet Section 1:100 @A2
Part B -
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Details
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PR
Basement to Ground Detail - 1:20 @A3
Access ramp compliant with Part M of Building Regulations
floor panel set out in 600mm grid
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DUCED BY AN AUTODESK STUDENT VERSION
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PRODUCED BY AN AUTODESK STUDENT VERSION
chipboard panel with steel casing 150mm dpc
cable tray, service pipes and ventilation ducts can all be located under the raised access floor
Ground level
height adjustable pedestal up to 600mm
PRODUCED BY AN AUTODESK
angled mortar fillet to eliminate pooling
cast in situ reinforced concrete floor
reinforced concrete according to structural engineer design
waterproof membrane
2 coats elasticized tanking slurry closed cell insulation to achieve required thermal performance studded membrane with geo textile layer to prevent blockage rubber water bar running through the construction joint
angled mortar fillet to eliminate pooling
reinforced concrete according to structural engineer design 2 coats elasticized tanking slurry internal wall finish
closed cell insulation to achieve required thermal performance studded membrane with geo textile layer to prevent blockage
internal floor finish on concrete screed
rubber water bar running through the construction joint
reinforced concrete slab
filter membrane to shingle to prevent blockage
rigid insulation over concrete slab
shingle to allow suitable drainage
ground beam
perforated drain concrete blinding waterproof tanking membrane
pile cluster to suitable loadbearing stratum
0m 20 scale
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Part B -
PRODUCED AN AUTODESK STUDENT VERSIONPRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN BY AUTODESK STUDENT VERSION
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Modular Roof Terrace Detail - 1:20 @A3
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Light steel module to concrete Detail - 1:20 @A3
2 x fire resistant plaster board
18mm tongue and 18mm tongue and groove flooring board groove flooring board
Vapour control Vapour control layer layer
light steel modular frame light steel modular frame mineral wool insulation with mineral woolwith insulation between studs between studs Breather Breather membrane membrane mineral wool insulation mineral wool insulation mechanically fixed to mechanically fixed to substrate substrate
Flush skirting board Flush skirting board
substrate - blockwork infill / concrete wall etc. insulation mechanically fixed to substrate
Insulation between Insulation between battens with resilient battens with resilient layer if required for layer if required for acoustic purposes acoustic purposes
concrete cladding panel
floor screed finishfloor screed finish to structure to structure below below
stainless steel support bracket fixed to substrate
150mm precast concrete planks with grout between
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Window Connection Details - 1:20 @A3 Vapour control layer
Sheathing boardSheathing board
Details
150mm precast concrete planks with grout between
insulated cavity closer insulated flashing with sealant to cladding panel window head
timber cladding timber panel cladding panel
el g
PRODUCED BY AN AUTODESK STUDENT VERSION
ced
2 x fireboard resistant plaster board 2 x fire resistant plaster
structural steel beam structural steel beam with insulation packing with insulation packing to prevent thermal to prevent thermal bridging bridging
mbrane
sealant strip insulation under sill insulated cavity closer
stainless steel support bracket fixed to substrate insulation mechanically fixed to substrate
concrete cladding panel
Vapour control layer
2 x fire resistant plaster board
Sheathing board light steel modular frame with mineral wool insulation Breather between studs membrane mineral wool insulation mechanically fixed to substrate
PRODUCED BY AN AUTODESK STUDENT VERSIO
concrete screed
sill overhang
timber cladding panel stainless steel support bracket fixed to substrate insulated cavity closer
PRODUCED BY AN AUTODESK STUDENT VERSION
flashing with insulated flashinginsulated with sealant to cladding panel sealant to cladding panel
p to
PRODUCED BY AN AUTODESK STUDENT VERSION
gypsum based board gypsum based board fixed to counter battens fixed to counter battens fixed to timber battens fixed to timber battens
insulated cavity closer insulated cavity closer
PRODUCED BY AN AUTODESK STUDENT VERSION
pes on and ventilation ted under the raised ised
Concrete Core
insulated flashing with sealant to cladding panel window head
flashing lining flashing lining insulated gutter insulated gutter vapour control layer vapour control layer
Space for services Space for services and insulation and insulation Space for services Space for services and insulation and insulation stainless steel support stainless steel support bracket fixed to substrate bracket fixed to substrate
sill overhang sealant strip insulation under sill insulated cavity closer
table tum
stainless steel support bracket fixed to steel frame insulation mechanically fixed to steel frame
PRODUCED BY AN AUTODESK STUDENT VERSIONPRODUCED PRODUCED AN AUTODESK STUDENT VERSION BY AN BY AUTODESK STUDENT VERSION 0m
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concrete cladding panel
Module
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Part B -
Plan of Construction
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Prep and Brief Construction of Tower 1,2 and 3 Construction of the larger towers will happen first. This is so people can begin to move into the apartments sooner.
Building Program Planning Application BIM Model Building Regulations Tender Preliminary Design Excavation
Construction of Tower 4 and 5 These are the smaller towers, therefore require less site storage space.
Foundation Concreting Plumbing Services Module Stacking Staircase Elevator
Overall Tasks Design process and site works
Cladding Electricals Landscaping Finishing works In Use Weeks
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0 - Strategic Development Site appraisals to identify if DfMA is an appropriate method of constructi on.
2 - Concept Design Building design, identification of manufactures and early involvement. Construction sequence identified, assessment of value DfMA would have on the project. Building structure system identified.
4 - Technical Design Involvement of other disciplines collaborating to develop the design. Main and subcontractors heavily involved.
6 - Handover and Close Out Post construction drawings outputted, reflection on project outcomes set in stage 1.
1 - Preparation and Brief Project brief received outlining DfMA as a method for construction. Client outline criteria that assist design team, design for DfMA construction.
3 - Developed Design Planning application submitted, development of BIM model. Digital prototyping of module, output of schedules to avoid duplication and reduce costs.
5 - Construction Manufacturing and assembly of building. Kit of parts manufactured off site for onsite assembly.
7 - In Use Real time assessment of building performance, allowing client and the design team further knowledge to implement in future projects.
Part B -
Construction Sequence
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Interactive
Phase 1
Excavate Site â&#x20AC;&#x201C; Install foundations at basement level
Site Preparation - Demolition of existing building
Phase 1 Phase 2 Site Plan
Phase 2
Phase 3
Ground Level - Raft slab at ground level
Phase 4 Phase 3 Site Plan
Off Site Manufacture
A
Circulation Core Regulations
Part B -
Building Regulations
29
House Type Regulations - 1 Bed
Approved Document B Enclosure of common stairs
Every stair should discharge directly to final exit.
UP 1000
Approved Document B Appendix A Table A1 Protected Lobby REI 30 Fire Rating
Approved Document M
Habitable Rooms Living, kitchen, and eating areas 2.24
Approved Document M
b) 2425 x 2702 Clear spaces provided in front of and between kitchen units
Habitable Rooms Bedrooms 2.25
Approved Document B
b) 832 Clear width provided around both sides and foot of bed.
Inner Rooms 2.3
Kitchen Located within inner room 8000
Approved Document B 832
Table 6
Escape stair clear width 1000mm
2425
Approved Document B
Appendix B Table B1 Provisions of fire doors
GF
2702
832
Protected Stairway - FD 30S Protected Enclosure - Flat - FD20S
Approved Document B 1200
870
Provision of refuges 4.9
6250
790
Area provided minimum 900x1400mm
Diagram 7
1180
1100
Approved Document B
700
Single common stair within apartment block - 7.5m max travel distance
500
500
1.5m²
1000 1200
Approved Document M
1200 1400
Ciculation areas, internal doorways and storage. Minimum clear width of hallway 1050mm
7m
Approved Document M
Circulation areas and internal doorways Door and hall widths 2.22 Doorway: 870 Hallway: 1200
01
Approved Document M
Sanitary Facilities WC facilities on the entrace storey d) Door opens outwards 500mm either side of WC 700x1000mm around bath
Technical Housing Guide 1.5² Internal Storage GIA - 50m²
A
Part B -
Services
30
Interactive
Water
Drainage
Lighting
Inputs
Radiators
Fire Safty
Hot/ Cold Water Supply from Centre of the Core.
Environmental Design Interventions
Part B -
Environmental Analysis
31
Interactive
Lighting Analysis
Level 01
Top cluster type I, incressing the serface area for PV cells. 75% Roof Coverage PV Energy Production - 89,925KWh/Year - £13,489 energy saving 581 m² PV panel area - 30.1 year payback.
Flats are clustered in groups of 4 to ensure all flats receive two sides of ventilation.
Insight - Green Building Studios Level 02
Analysis Current shows the building is generating more energy than it is using.
Steeping the building towards the north elevation would quantities of south sun able to penetrate into the building.
Unit Level 01 Floor 01 & 02
Unit Level 03 Floor 05 & 06
Unit Level 02 Floor 03 & 04
Unit Level 04 Floor 07 & 08
Unit Level 05 Floor 09 & 10
PROJECT COST SPLIT UP
MATERIAL ESTIMATE
A
UNIT Sr.No.
RATE/UNIT (£)
QUANTITY
DESCRIPTION
TOTAL VALUE (£) UNIT
MATERIAL ESTIMATE RATE/UNIT (£) QUANTITY
3 2260.05 m Site Works22.30 £50,399.12 3 18.75 768.22 £14,401.2022.30 m 1.1 Demolitions m3 3 594.07 2952.00 3 £1,753,695.63 m 18.75 1.2 Excavating & filling m 2 3 £2,247.44 4.88 460.54 m 594.07 1.3 Insitu Concrete works m ATERIAL ESTIMATE 2 2 £9,749.90 3.82 2552.33 m 4.88 1.4 Masonry m QUANTITY TOTAL VALUE (£) 2 £186,601.80 R.m 346.20 539 3.82 1.5 Landscaping m £2,017,095.08 L OF SITE WORKS 1.6 Drainage R.m 346.20 TOTAL OF SITE WORKS
1. SITE WORKS
TOTAL VALUE (£)
Part B -
1
2260.05
£50,399.12
2260.05
32
£50,399.12
768.22
£14,401.20
2952.00
£1,753,695.63
460.54
£2,247.44
2552.33 539
£9,749.90 £186,601.80 £2,017,095.08
£69,959.47 Tonne 18.7 2 Building3741.15 Works 2 768.22 £14,401.20 9.35 81.64 2.1 Structural Metalwork Tonne £763.53 3741.15 18.7 m MATERIAL ESTIMATE 2 81.64 2.2 Carpentry16.20 m2 £1,322.799.35 81.64 m RATE/UNIT (£) QUANTITY TOTAL VALUE (£) 2952.00 £1,753,695.63 2 PROJECT COST SPLIT UP 16.20 81.64 2.3 General Joinery m2£25,487.24 45.04 565.88 m 2 2 45.04 565.88 2.4 Floor, wall, ceiling and roof finishings m 460.54 26.24 81.64 £2,247.44 22.30 m 2260.05 £50,399.12 2 £2,142.23 26.24 81.64 2.5 Insulation m £1,460.48 Lump Sum 1460.48 1 18.75 768.22 £14,401.20 2552.33 £9,749.90 Fire stopping and fire protection Lump£101,135.74 Sum 1460.48 1 F BUILDING 2.6 WORKS 9.12 594.07 2952.00 TOTAL OF BUILDING WORKS £1,753,695.63 1.20 £186,601.80 539
Costing
£69,959.47 £763.53 £1,322.79 £25,487.24 £2,142.23 £1,460.48 £101,135.74
PROJECT COST SPLIT UP TOTAL OF SITE WORKS TOTAL COST OF MODULES TOTAL OF ADDITIONAL EXPENSES Other Consultation Fees
TOTAL OF BUILDING WORKS TOTAL OF SERVICES Architectural Fees
PROJECT COST SPLIT UP
TOTAL OF SITE WORKS
1. SITE WORKS
TOTAL OF BUILDING WORKS TOTAL COST OF MODULES TOTAL OF SERVICES TOTAL OF ADDITIONAL EXPENSES Architectural Fees Other Consultation Fees
1.1 Demolitions
1.2 Excavating & filling
1.3 Insitu Concrete works
1.4 Masonry
1.5 Landscaping
1.6 Drainage
1. SITE WORKS 2. BUILDING WORKS
£2,017,095.08 £101,135.74 £4,692,814.45 £1,611,148.67 £1,689,317.65 £202,230.23 £202,230.23
460.54 £2,247.44 5.63 4.88 3 DfMA Modules £2,017,095.08 £4,036,541.72 Tonne 3741.15 1078.958 2552.33 £9,749.90Tonne 7.44 3.82 3.1 Structural £4,036,541.72 Metalwork 3741.15 1078.958 £186,601.80 539 3.2 Windows490.00 and Screens 9.90 346.20Nos. £74,480.00 152.00 TOTAL OF SITE WORKS £2,017,095.08 Nos. £74,480.00 490.00 152.00 1.80 £75,548.00 Nos. W1 (1500X2400mm) 374.00 202.00 W2 (1200X910mm) £75,548.00 Nos. 374.00 202.00 TOTAL COST OF MODULES .08 £19,500.00 Nos. 325.00 60.00 TOTAL OF BUILDING WORKS £19,500.00 TOTAL OF SITE WORKS 325.00 60.00 £69,959.47Nos. 18.7 W3 (910X910mm) TOTAL OFOFADDITIONAL EXPENSES Demolitions 1.1 1.1 Demolitions &£50,399.12 filling TOTAL COST OF MODULES TOTAL SERVICES1.2 Excavating TOTAL OF SITE WORKS TOTAL OF BUILDING WORKS 3.3 Doors, Shutters £69,959.47TOTAL COST 3741.15Nos. 18.7 and Hatches 2.00 £396.88 Excavating & filling 198.44 1.2 £14,401.20 TOTAL OF ADDITIONAL EXPENSES Architectural Fees 1.3 Insitu Concrete works 1.4 Masonry OF MODULES TOTAL OF SERVICES Other Consultation Fees 81.64 £763.53 £396.88 Nos. 198.44 2.00 9.47 9.35 Nos. D1 (750X2100mm) OF ADDITIONAL EXPENSES Architectural Fees Other Consultation Fees £10,765.05 Concrete 81.64 250.35 43.00 1.3 Insitu £763.53TOTAL 1.5works Landscaping 1.6 Drainage£1,753,695.63 D2 (910X2110mm) £10,765.05 Nos. 250.35 43.00 Other Consultation Fees 3.53 16.20 £2,960.50 Masonry Nos. 296.05 10.00 1.4 £2,247.44 81.64D3(1010X2110mm) £1,322.79 81.64 £1,322.79PROJECT £2,960.50 Nos. 296.05 SPLIT UP 10.00 COST £2,351.25 Landscaping Nos. D4(1510X2110mm) 470.25 5.00 1.5 £9,749.90 2.79 £2,351.25 470.25 5.00 1. SITE WORKS 45.04 565.88 £25,487.24 Nos. TOTAL OF SITE WORKS £2,017,095.08 565.88 £25,487.24 TOTAL OF SITEWORKS WORKS £186,601.80 £6,453.20 Nos. D5(1810X2110mm) 645.32 10.00 2. BUILDING 7.24 TOTALNos. OF SITE WORKS £2,017,095.08 £6,453.20 1.6 Drainage 645.32 10.00 26.24 Nos. 81.64 £2,142.23 TOTAL2.1 OFStructural BUILDING WORKS £101,135.74 £3,603.25 Metalwork £69,959.47 720.65 5.00 D6(2900X2110mm) £3,603.25 720.65 5.00 2.23 TOTALNos. OF BUILDING WORKS £101,135.74 81.64 £2,142.23 TOTAL OF BUILDING WORKS £1,460.48 TOTAL COST OF MODULES £4,692,814.45 1460.48 1 Carpentry £763.53 2.2 3.4 Floor, wall and ceiling finishings 0.48 TOTAL COST OF MODULES £4,692,814.45 2 2 £101,135.74 TOTAL OF SERVICES £1,611,148.67 17.40 7710.00 2.3 £134,154.00 General Joinery 7710.00 £134,154.00 5.74 TOTAL m OF SERVICES17.40 £1,611,148.67 £1,460.48 TOTAL COST OF MODULES £1,322.79 1m2 Floor TOTAL OF ADDITIONAL EXPENSES £1,689,317.65 51.40 1291.24 2.4 Floor, wall, ceiling and roof finishings £25,487.24 m Wall TOTAL m OF2£66,369.74 ADDITIONAL EXPENSES £1,689,317.65 51.40 1291.24 £66,369.74 £101,135.74 TOTAL OF SERVICES 2 2 Architectural Fees £202,230.23 Architectural Fees 35.09 £202,230.23 1291.24 £2,142.23 m Ceiling 35.09 1291.24 m £45,303.16 £45,303.16 2.5 Insulation 2 £4,036,541.72 Other Consultation Fees £202,230.23 1078.958 2 1.723741.15m Other Consultation Fees £202,230.23 TOTAL OF ADDITIONAL EXPENSES 26.24 1129.48 2.6 26.24 1129.48 Fire stopping and fire protection £1,460.48 3.5 Insulation m £29,637.56 £29,637.56
TOTAL OF BUILDING WORKS TOTAL OF SERVICES 1.1 Demolitions 2.1 Structural Metalwork Architectural 1.3 InsituFees Concrete works
1.2 Excavating & filling
2.2 Carpentry
1.4 Masonry
2.3 General Joinery
2.4 Floor, wall, ceiling and roof finishings
2.5 Insulation
2.6 Fire stopping and fire protection
1.5 Landscaping
1.6 Drainage
2.3.BUILDING WORKS DfMA MODULES £2,017,095.08
£101,135.74 £4,692,814.45 £1,611,148.67 £1,689,317.65 £202,230.23 £202,230.23
3.6 Fire stopping and fire protection £836.10 3.1 Structural Metalwork Lump Sum£836.10 836.10 1 £4,036,541.72 Lump Sum 836.10 1 Architectural Fees 0.00 490.00Nos. £74,480.00 Nos. 152.00 3.7 Electrical Fittings and Equipment £175,728.30 3.2 Windows and Screens 145.23 1210.00 £175,728.30 £169,528.00 145.23 1210.00 8.00 374.00 3.8 Plumbing and Drainage £8,185.75 3.3 Doors, Shutters andOther 657.49 £75,548.00 R.M £8,185.7512.45 202.00 Hatches Consultation Fees £26,530.13 £4,036,541.72 R.M 12.45 657.49 1078.958 3.1 Structural Metalwork 3.2 Windows and Screens 0.00 TOTAL COST OF MODULES £4,692,814.45 £4,692,814.45 Floor, wall and ceiling finishings £245,826.89 COST325.00 OF MODULES 3.4 £19,500.00 60.00 2.1 Structural Metalwork 2.2 Carpentry 3.3 Doors, Shutters and Hatches 3.4 Floor, wall and ceiling finishings 1.1 Demolitions £50,399.12 2.1 Structural Metalwork 2.2 Carpentry £29,637.56 3.5 Insulation1.1 Demolitions 1.1 Demolitions £50,399.12 1.2 Excavating & filling TOTAL OF SITE WORKS TOTAL OF BUILDING WORKS 2.3 General Joinery 2.4 Floor, wall, ceiling and roof finishings 6.88 Excavating & filling 1.2 £14,401.20 4 Services 3.5 Insulation 3.6 Fire stopping and fireand protection 2.3 General Joinery 2.4 Floor, wall, ceiling roof finishings stopping and Concrete fire protection £836.10 3.6 Fire £74,480.00 152.00 £396.88 & filling 198.44 2.00 1.2 Excavating £14,401.20 1.3 Insitu works 1.4 Masonry TOTAL COST OF MODULES TOTAL OF SERVICES 2.5 Insulation 2.6 Fire stopping and fire protection Stairs £82,080.00 5.05 Insitu Concrete works Nos. 2160.00 38 1.3 £1,753,695.63 3.7 Electrical Fittings and Equipment 3.8 Plumbing and Drainage £82,080.00 Electrical Fittings and Equipment £175,728.30 Nos. 2160.00 38 3.7 2.5 Insulation 2.6 Fire stopping and fire protection TOTAL£10,765.05 OF ADDITIONAL EXPENSES Architectural Fees 250.35 43.00 1.3 Insitu Concrete worksLandscaping £1,753,695.63 1.6 Drainage and balustrades 1652.45 £75,548.00 £1,379,068.67 R.M 834.56 1652.45 0.50 202.00 1.4 Masonry £2,247.44 3.8 Plumbing1.5 £1,379,068.67 and Drainage £8,185.75 R.M Walkways 834.56 Other Consultation Fees £2,960.50 Masonry 296.05 10.00 1.4 £2,247.44 Elevators £150,000.00 Nos. 30000.00 5 1.25 1.5 Landscaping £9,749.90 4.1 Stairs £150,000.00 £82,080.00 Nos. 30000.00 5 £19,500.00 60.00 3. DfMA MODULES £2,351.25 470.25 5.00 1.5 Landscaping £9,749.90 TOTAL SERVICES £1,611,148.67 3.20 1.6OFDrainage £186,601.80 4. SERVICES £1,611,148.67 4.2 Walkways and balustrades £1,379,068.67 AL OF SERVICES 3. DfMA MODULES 2.1 Structu £6,453.20 Drainage 645.32 10.00 1.6 £186,601.80 3.25 Structural Metalwork £69,959.47 4.3 Elevators 2.1 WORKS 2. BUILDING WORKS 1.1 Demolitions £50,399.12 TOTAL OF SITE £2,017,095.08 £150,000.00 5 % criteria Additional Expenses % value £3,603.25 Structural Metalwork £69,959.47 720.65 5.00 2.1 £763.53 2.2 Carpentry % criteria 5.1 Labour £605,128.52 % value 2.3 Genera TOTAL OF BUILDING WORKS £101,135.74 £396.88 Excavating & filling 2.00 1.2 £14,401.20 2017095.08 Labour £605,128.52 30 Carpentry £763.53 2.2 2.3 General £605,128.52 4.00 Joinery £1,322.79 5.2 Transportation 2017095.08 £703,922.17 30 TOTAL COST OF MODULES £4,692,814.45 4692814.45 Transportation £703,922.17 15 2.5 Insulat 7710.00 2.3 General £10,765.05 Insitu Concrete works £1,322.79 43.004692814.45 £1,753,695.63 £134,154.00 2.4 Floor, wall, £703,922.17 5.3Joinery Wastage and 1.3 contingencies £211,823.08 15 9.74 17.40 ceiling and roof finishings £25,487.24 2118230.82 Wastage and contingencies TOTAL OF SERVICES £211,823.08 10 £1,611,148.67 £211,823.08 Water andand Electricity £168,443.88 10 1291.24 2.4 Floor, 5.4 2.5 Insulation £66,369.74 wall, ceiling roof Masonry finishings £25,487.24 3.16 51.40 £2,142.23 8422193.94 Water and Electricity £168,443.88 2 10.002118230.82 1.4 £2,247.44 TOTAL OF£2,960.50 ADDITIONAL EXPENSES £1,689,317.65 8422193.94 £168,443.88 2 2.6 Fire stopping £1,689,317.65 TOTAL OF£45,303.16 ADDITIONAL EXPENSES 7.56 35.09 and fire protection £1,460.48 1291.24 2.5 Insulation £2,142.23 Architectural Fees £1,689,317.65 £202,230.23 DDITIONAL EXPENSES £2,351.25 5.00 1.5 Landscaping £9,749.90 6.10 £4,036,541.72 3.1(1Structural Metalwork £8,422,193.94 TOTAL + 2 + 3 + 4) 26.24 1129.48 2.6 Fire stopping and fire protection £29,637.56 £1,460.48 Other Consultation Fees £202,230.23 £8,422,193.94 AL (1 + 210.00 + 3 + 4) 8.30 and Screens £169,528.00 3.2 Windows £6,453.20 £186,601.80 £836.10 £4,036,541.72 836.10 1 3.1 Structural Metalwork 1.6 Drainage NET COST OF CONSTRUCTION £10,111,511.60 5.75 Doors, Shutters and Hatches £26,530.13 3.3 OF 145.23 CONSTRUCTION 1210.00 £10,111,511.60 £175,728.30 £169,528.00 3.2 Windows and Screens 3.1 Structural 3.2 Windows and Screens £3,603.25 Structural Metalwork £69,959.47 5.00 2.1Metalwork 4.1 Stairs 4.2 Walkways and balustrades 4.3 Elevators .45 wall and ceiling finishings £245,826.89 3.4 Floor,Fees £202,230.23 Architectural £8,185.75 Doors, Shutters and Hatches £26,530.13 12.45 657.49 3.3 3.3 Doors, Shutters and Hatches 3.4 Floor, wall and ceiling finishings £202,230.23 hitectural Fees £29,637.56 3.5 Insulation £202,230.23 Other Consultation Fees 3.1 Structural Metalwork 3.2 Windows and Screens Carpentry £763.53 2.2 £4,692,814.45 Floor, wall and3.5 ceiling finishings £245,826.89 3.4 Insulation 3.6 Fire stopping and fire protection Consultation Fees £202,230.23 Fire stopping and fire protection £836.10 3.6 £10,515,972.06 TOTAL COST OF PROJECT 3.3 Doors, Shutters and5. Hatches 3.4 Floor, wall and ceiling finishings ADDITIONAL EXPENSES 3.5 Insulation 2.1 Structural Metalwork 3.7 Electrical Fittings and Equipment Plumbing and£29,637.56 Drainage 0.00 Fittings and Equipment £175,728.30 3.7 Electrical 2.3 £134,154.00 General Joinery2.23.8Carpentry £1,322.79 1.1 Demolitions £50,399.12 £10,515,972.06 OST 7710.00 OF PROJECT 3.5 Insulation 3.6 Fire stopping and fire protection andJoinery fire protection £836.10 3.6 Fire stopping 8.67 Plumbing and Drainage £8,185.75 2.3 General 2.4 Floor, wall, ceiling and roof finishings filling 1.2 Excavating &3.8 £14,401.20 3.8 Plumbing and Drainage 1291.24 2.4 Floor, wall, ceiling and roof £82,080.00 £175,728.30 38 3.7 Electrical Fittings and Equipment £66,369.74 finishings 3.7 Electrical Fittings and Equipment £25,487.24 0.002160.00 4.1 Stairs £82,080.00
A
Flythough
https://youtu.be/4WSKG-miZkU
33
A
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