Site diary by Esther Cheung

SI T E

DIARY CONFETTI MEDIA HUB 6-10 COVENT STREET NOTTINGHAM, NG1 3LL

CHEUNG HOI LING ESTHER T0046268 2017-18 ARCHITECTURE YEAR 2

3 ONTENT 4

INTRODUCTION TO PROJECT 1 2 3 4

01-07

08-19

Brief Concept Project team Construction programme

P R E PA R AT I O N W O R K S 1 2 3 4 5

Stage 2 programme Specifying design Meeting the team Demolition Ground works

6 Archaeology 7 Piling, ground beams & lift pit foundation 8 Site possession, welfare, signage 9 Coping with context 10 Health & Safety: Equipment 11 Health & Safety: Fire Escape

VISIT 1

20-25

26-35

36-42

1 Stage 2 programme 2 Insitu frame concrete 3 Alteration to existing building & roof protection 4 Stair 2 & external envelopes

VISIT 2 1 2 3 4 5

Programme 6 Courtyard Superstructure: Insitu frame concrete 7 External envelope & Stair 1 Superstructure: Ramps Walls Stair 2

VISIT 3 1 2 3 4 5

Programme 6 Planning Superstructure: Insitu frame concrete Steel frame & external envelope Stair 3 Health & safety: Crane

VISIT 4

1 2 3 4 5

1 2 3 4

1 History 2 Concrete mixes: Cement 3 Concrete mixes: Aggregates 4 Colours 5 Wall finishes: Formwork Key Walls

Ea C

310

Detail A - 300

Stair 1 Drawing 310

5 6 7 8 9

3400

2750

Detail G - 300

X502 COMPUTER SUITE

X508 STAIR 1

X509 STAIR 1 LOBBY

18 17 15

Detail L - 300

Detail F - 300

14 13

3230

2945

X401 COMPUTER SUITE

X402 COMPUTER SUITE

X408 STAIR 1

6 5

X409 STAIR 1 LOBBY

4 3

Existing Confetti Building

15 14 13

3230

2945

23151

12 11 10 9

W 13

W 09

X301 COMPUTER SUITE

Detail J - 300

8 7

X302 COMPUTER SUITE

X308 STAIR 1

6 5 4

X309 STAIR 1 LOBBY

3 1 20 19 18 17 16 15 14 13

3234

W 05

3400

2949

11 10 9 8

X201 LRC

X208 STAIR 1

7 6 5

X209 STAIR 1 LOBBY

4 Second Floor HE Second Floor 42.320 42.230 42.200

X204 SEMINAR ROOM

W 06

3 2

Ground Floor 42.064

Second Floor CONFETTI 41.820

Ground Floor 41.964

Ground Floor 41.820

18 17

Detail D - 300

3300

REV. DATE

X108 STAIR 1

X109 STAIR 1 LOBBY

X104 SEMINAR ROOM

3 2

Ground Floor 38.764

Ground Floor 38.568

20 First Floor Confetti 38.360

Detail K - 300

16-20 Bath Street, Nottingham NG1 1DF

3300

2700

3300

W 03

X101 RECEPTION

7 6

ED 02

X008 STAIR 1

X009 STAIR 1 LOBBY

X005 WC LOBBY

X007 WC CHANGING (FEMALE WC)

X013 CONTROL ROOM

Ground Floor Ground Floor HE 35.630 35.630

35.440

Ground Floor 35.464

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group PROJECT

Ground Floor 35.048

Detail O - 301

Ground Floor Confetti 34.740

MLD

Architects, Landscape & Interior Design

12 11 10 9

MLD MLD MLD

DESCRIPTION

Ground Floor 38.360

18 17 16

Detail H - 300

MLD

12/05/17 Amendments to drawings following the Topo Survey and SE info 23/01/17 Stair 1 amended 10/01/17 Spec Refs added 23/12/16 Amendments to drawings

C B A

3300

2890

9 8 7 6

Timber stage platform

First Floor HE 39.060

30/05/17 Drawing status updated to construction

16 15 14 13 12 11 10

X101 CAFE First Floor 38.930

KINGSPAN Quadcore Karrier Panel + Brick Tie System -102.5 Black Brick as spec ref F10.110 -50mm cavity -125mm Brick Ties spaced generaly every 3 bricks, and fixed back to the Quadcore Karrier Panel as spec ref F30.220 -100mm Benchmark Quadcore Karrier Panel as H43.121 -50 mm Infill Structural Rails fixed to the structure -200mm thick concrete wall to Structural Engineer's details -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value = 0.18W/m2K

X304 SEMINAR ROOM

1 General arrangement drawings 2 Detail drawings 3 Service drawings Proposed masonry to be built off existing gable - cut bricks to be removed to start new wall New step + cover Flashing to abutment to color match brick as H27 - 440

17 16

Detail C - 300

Third Floor 45.590

Ground Floor Construction Solid Concrete Ground Based Floors - Vinyl floor finish as floor finishes drawings 401-402 -75mm screed as spec ref M10.130 - Underfloor Heating Systems refer to M+E Engineer's details -0.5mm separation layer lapped (minimum 150mm) -50mm perimeter Insulation overlap min.150mm from bottom of wall insulation to top of insulation upstand -130mm Kingspan Kooltherm K103 Floor Board insulation under concrete slab as spec ref M10.290A -0.9mm damp proof membrane -275mm thick concrete slab to Structural Engineer's details -well compacted sub base to Structural Engineer's details U-Value = 0.11W/m2K

Timber stage platform

W 14

X404 SEMINAR ROOM

Fourth Floor 48.694

Third Floor 45.464

Confetti CQ Campus

Air Seal - Gun grade sealant at male joint

Air seal - Continuous bead of gun grade sealant

Ground Floor 34.770

DRAWING

GA Section AA

Lower Ground Floor 32.800

93-102

Floors Construction (1st, 3rd, 4th, 5th) -275mm concrete deck to Structural Engineer's details -10mm latex levelling screed - Vinyl floor finish as floor finishes drawings 401-402

12 11 10 9

Second Floor Construction (LRC) -275mm concrete deck to Structural Engineer's details -3mm vapour control layer -50 mm Kooltherm as spec ref M10.290B -75mm screed as spec ref M10.130 - Vinyl floor finish as floor finishes drawings 401-402

Detail B - 300

79-92

6 Precedent: Pillip Exeter Academy Library 7 Precedent: Aberdeen Lane 8 Finishes types 9 Sanding 10 Stains & Blemishes 11 Deterioration

Terrace Roof System construction -350mm to 6th floor and 275mm to 5th floorconcrete deck to Structural Engineer's details -50mm screed to falls as spec ref M10.110 -3mm vapour control layer -150 mmKingspan Thermaroof TR27 LPC/FM - 25 mm thick Kingspan Thermaroof TR27 LPC/FM upstand to be used around the perimeter of the roof on the internal façade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the horizontal roof insulation. -1.5mm fully adhered single-ply membrane as S42.110A -50mm Ballast (paving slabs on support) as Q37.140 U-Value <0.15W/m2K.

Detail I - 300

X504 FIFTH FLOOR TERRACE

Fifth Floor 51.924 19

65-78

MAIN DRAWINGS

W 02

W 16

X501 COMPUTER SUITE

Lift shaft External envelope Partitions Connection to existing buildings M&E

Semi−intensive Green Roof Covering System construction -350mm concrete deck to Structural Engineer's details -50mm screed to falls as spec ref M10.110 -3mm vapour control layer - 25 mm thick Kingspan Thermaroof TR27 LPC/FM upstand to be used around the perimeter of the roof on the internal façade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the horizontal roof insulation. -150 mm Kingspan Thermaroof TR27 LPC/FM -1.5mm fully-adhered single ply membrane as S45.110A -roof barrier/protection layer(s) -drainage layer, filtration layer, substrate to depth required -80mm semi-intensive green roof covering as Q37.120A U-Value <0.15W/m2K.

External Curtain Walls Various Systems - refer to windows schedule Drawings 322-324 U-Value = 0.15W/m2K G-value of glass = 0.35

3 Metal Stud and Plasterboard partitions as spec ref K10.115

51-64

GENERAL NOTES

KINGSPAN Quadcore Karrier Panel + Brick Tie System -102.5 Black Brick as spec ref F10.110 -50mm cavity -125mm Brick Ties spaced generaly every 3 bricks, and fixed back to the Quadcore Karrier Panel as spec ref F30.220 -100mm Benchmark Quadcore Karrier Panel as H43.121 -100 mm Infill Structural Rails fixed to the structure -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value = 0.18W/m2K

3 Detail E - 300

Roof-Terrace Floor 55.324

GENERAL NOTES

External Walls BENCHMARK Quadcore Karrier Panel + Corten Recess Fixed Cassette -35mm Benchmark Corten Recessed Fix Cassette as H43.125 -100mm Benchmark Quadcore Karrier Panel fixed with a minimum of 2 Nr fasteners per panel per rail as H43.121 Ee -100 mm Infill SFS fixed to the structure -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value = 0.18W/m2K

3457

3234

Roof terrace balustrade guarding as spec ref L30.560

Programme Policies to extreme weather Superstructure: Roof Superstructure: Concrete structure & staircases

SPECIAL INTEREST

Programme 6 Partitions Superstructure: Insitu frame concrete 7 M&E Superstructure: Stair 1 8 Raised courtyard Superstructure: Stair 2 External envelope

VISIT 6

43-50

Programme Superstructure: Insitu frame concrete External envelope Stairs Courtyard

VISIT 5

PROJECT NUMBER

SCALE

2588

1:50 @ A1

Jul-16

REVISION

STATUS

Construction MLD

DRAWING NUMBER

220

DATE

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

REFERENCES

103

NTRODUCTION TO PROJECT

1.1

B RIEF Confetti Institute of Creative Technologies is an institute offers opportunity to gain real practical experiences in music technology, gaming, film & television, radio and live event production. It is in partnership with Nottingham Trent University and they plan to run new degree courses in the near future together. According to this plan, there will be a growth of 700 students within 5 years and the space of the current building is not able to accommodate this amount of people.

ORIGINAL BUILDING

PROPOSED DESIGN

As the current building have very little space left vacant in, the project aim to allow 15% additional teaching spaces for flexibility. The required spaces are mainly traditional seminar spaces, computer suites and course specific spaces, such as TV & music recording studio.

1.2

CONCEPT

1 CLEAR & WELCOMING ENTRANCE Designed in 5 storey and with corten steel cladding, the building will stand out from the street and suggest a welcoming access.

2 SECURITY

The design aimed to link all the access point to the new main building. Reducing access points can ensure security more readily managed.

3 FUNCTIONALITY

Accommodate an addition of 700 students over a 5-year period. Having 17 teaching spaces at a sizes of 24+1 tutor , breakout spaces and facilities, such as reception and cafe.

CURRENT PROBLEM

ROOF TOP GARDEN

CONNECTING SURROUNDING BUILDINGS

ECOLOGY

4 ACCESSIBILITY

Ramps link the new designed building and the existing buildings, allowing equal access regardless to the physical ability of students and unlock more areas.

5 STUDENT EXPERIENCES

The design creates spaces for socializing and communicating, such as the cafe area. Visual connections to the city centre through openings also enhance the experiences of students.

6 SUSTAINABILITY

The design is registered with BREEAM and achieved an outstanding score of 86.43%. This confirm the building generates sustainable environment that can enhance the well-being of the people who works in. 4

1.3

P ROJECT

TEAM

CLIENT

PROJECT MANAGEMENT

ARCHITECT

CONTRACTOR

They provide the brief to the architect for design. They also spend money for the whole project. The building will be used by them eventually.

The project is managed by NTU as courses will be join hand with Confetti in the future. The project manager is stayed on site to keep the construction and project on track. It is also responsible in contacting parties related to certain issues.

The project is hand over to the architect in design stage. It is responsible to produce design that meet the brief of the client and propose possible programme and cost of the project.

They are responsible in constructing the building on site. They need to report their programme and physically build according to the architect design and drawings.

1.4

CONSTRUCTION

PROGRAMME

The programme mainly split into 3 phases:

1 DEMOLITION

2 MAIN CONTRACT

Clearing the existing building and prepare the ground for groundwork. Archaeology was discovered in this stage.

10 months duration to build the groundwork, superstructure,building envelope, M&E service and finishing.

Completed between Dec 2016 & Jan 2017 Archaeology : Jan 2017 to April 2017

Started date: 8 May 2017 End date: 11 June 2018

3 FIT OUT

Furniture, fittings , equipment and signages are put in to prepare for usage in the coming term. Test and final amendments are made if any problems occur. Complete in August 2018 Able to be used by students in the First week of September

CURRENT STAGE 6

A 1

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCG

Confetti

2 3 4

2017 2018

Month/year

March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

5 Task 6 Tender programme 7 Tender addendum information 8 Contract appointment 9 Technical Design stage 10 Planning conditions discharge Architectural, structural and civil to 11 stage 4 12 Subcontractor procurement Enabling works, Site set up, Service 13 disconnetions, Groundworks, Piling Stats connections, Frame, Cladding, 14 M&E Roof finishes, Lift installation, 15 Windows and external doors

OFF SITE

Internal partitions, Wall and ceiling 16 finishes

OFF SITE

17 Sanitery goods, Landscaping 18 Construction programme 19 Start on site 06-05-2017 Site possession, cabins and welfare, 20 Signage Top soil strip, reduce dig, Piling, 21 Ground beams, Lift pit foundation Insitu frame, PCC stairs between 22 floors up to roof deck 23 Steelwork lift shaft and roof Alterations to existing building, roof 24 protection Stair 2 : Ist fix M&E, dryline walls, mist 25 coat Stair 2 : 2nd fix M&E, decoration 26 staircase, suspended ceiling decoration Stair 2 : 3rd fix M&E, Balustrading and 27 handrails, 2nd fix joinery 28 External panels all levels 29 Facing brickwork all levels 30 Corten steel all levels 31 Curtain walling all levels Roof parapets, deck, insulation, 32 outlets, sedum roof 33 1st building air test

34 35

36 37

38 39

40 41

42 43

44 45

46 47

Ground floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation Ground floor power on/ heat on First floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation First floor power on/ heat on Second floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation Second floor power on/ heat on Third floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation Third floor power on/ heat on Fourth floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation Fourth floor power on/ heat on Fifth floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation Fifth floor power on/ heat on Sixth floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and tiling, sanitary installation Sixth floor power on/ heat on

Stair 1 : M&E, Joinery, Decoration, 48 suspended ceiling, Balustrading

STAGE 2 PROGRAMME

The contractor set a programme of their work from January 2017 to June 2018. Works include before possessing the site, such as meeting the project team and sourcing building materials. The on site works starts from May 2018 when they possessed the site. The start date and end date of each task are stated in detail.

Final testing and commissioning, air 49 testing, final clean and snag

The whole construction programme should end in June 2018 for fit out programme.

External landscaping, snag and clean 50 externals 51 PRACTICAL COMPLETION 52

Month/year

March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

As the programme on the left is detailed for the contractors reference, it is quite complicated. This table above simplified and summarized the tasks and programme of it and will be used throughout the diary to indicate the progress of the programme.

P R E PA R AT I O N WORKS

S TA G E

2.1 A 1

2 PROGRAMME

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCGCHCICJ

Confetti

2 3 4

This chapter will focus on the preparation works that have done before construction.

2017 2018

Month/year

5 Task 6 Tender programme 7 Tender addendum information 8 Contract appointment 9 Technical Design stage

March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

The on site construction programme started in May 2017, but the preparation works have done before that in order to get ready for constructing the building and avoid mistakes or delay of works within the construction programme.

10 Planning conditions discharge Architectural, structural and civil to 11 stage 4 12 Subcontractor procurement Enabling works, Site set up, Service 13 disconnetions, Groundworks, Piling Stats connections, Frame, Cladding, 14 M&E Roof finishes, Lift installation, 15 Windows and external doors Internal partitions, Wall and ceiling 16 finishes 17 Sanitery goods, Landscaping 18 Construction programme 19 Start on site 06-05-2017

Tasks includes: • Finalizing and specifying design • Meeting tender & contractors • Sourcing materials and meeting subcontractors • Demolition of site • Groundwork and piling • Health and safety

Site possession, cabins and welfare, 20 Signage Top soil strip, reduce dig, Piling, 21 Ground beams, Lift pit foundation Insitu frame, PCC stairs between 22 floors up to roof deck 23 Steelwork lift shaft and roof Alterations to existing building, roof 24 protection Stair 2 : Ist fix M&E, dryline walls, mist 25 coat Stair 2 : 2nd fix M&E, decoration 26 staircase, suspended ceiling decoration Stair 2 : 3rd fix M&E, Balustrading and 27 handrails, 2nd fix joinery 28 External panels all levels 29 Facing brickwork all levels 30 Corten steel all levels 31 Curtain walling all levels Roof parapets, deck, insulation, 32 outlets, sedum roof 33 1st building air test

2.2

S PECIFYING

DESIGN The architect produces a document in the National Building Specification, NBS, to specify the construction details of the building. This is to allow the contractors to follow the standard building requirement of the nation that allows them to refer to certain documents and information. This also assures the client that the design is practical and every part of the building has achieved the general standard in terms of construction. The images on the left are extracted from the structural specification document that the architect provided.

MEETING

2.3

THE TEAM CONFETTI CQ CAMPUS Feasibility Report Revision (-) January 2016

NBS

FEASIBILITY STUDY REPORT

Documents are brought to discuss within the team of clients, architects and contractors to finalize and confirm the details of the construction before starting the construction programme. This is to allow every parties of the project knows the programme and details of the design. It also ensures they know which party is responsible to certain field so that they can contact one another when they need to deal with certain issues. Documents include:

National Building Specification document that specifies the detail of the building is in British standard.

Feasibility study report analyses the site and explained the brief, concept of the design and general schedule of the whole building

Construction programme explains how the

CONSTRUCTION PROGRAMME

COSTING

contractor complete tasks and meet the end date of the construction in detail.

Costing indicates the cost of the whole programme that the client is within their financial plan and avoids over budget in the construction period when design is needed to change.

2.4

DEMOLITION

2 3

Before demolishing

3 Existing buildings that were unfit for purpose were being removed

Put up barriers to protect pedestrian from demolition

Use loader to knock down the building

Clear away the ruins and empty the site to prepare for digging

2.5

GROUND

Stripping the soil is to ensure the sit is suitable for construction purpose. Further through reduce dig to remove any potential trouble-spots , such as bad ground, soft spots or other deleterious material at this stage to prevent having to reconstruct the whole project at the final stage when problems are found later in the programme.

Victorian & Georgian foundations

10 3 11 4 12 11 12 5 13 6 13 14 7 14 1 15 8 15 29 16 3 16 10 4 17 18 17 11 5 19 18 12 6 19 20 13 7 20 21 14 8 9 21 22 15 10 22 23 16 11 23 12 24 17 18 24 13 19 25

Planning conditions discharge Architectural, structural and civil to 2017 2018 stage 4 Architectural, structural and civil to Month/year March April May June July August Sept Oct Nov Dec Jan Feb March April May June July August Sept Subcontractor procurement stage 4 Subcontractor Enabling Site set up, Service Task works,procurement disconnetions, Piling Enabling works,Groundworks, Site set up, Service Tender programme disconnetions, Groundworks, Piling Stats connections, Frame, Cladding, A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC M&E Stats connections, Cladding, Tender addendum Frame, information M&E Roof finishes, Lift installation, Windows andLift external doors Roof finishes, installation, Contract appointment Windows and external Technicalpartitions, Design stage Internal Walldoors and ceiling finishes partitions, Wall and ceiling Internal 2017 2018 finishes Planning conditions discharge Month/year March April May June July August Sept Oct Nov Dec Jan Feb March April May June July August Sept Sanitery goods,structural Landscaping Architectural, and civil to Construction Sanitery Landscaping stage 4 goods,programme Task Start onprogramme site 06-05-2017 Construction programme Subcontractor procurement Tender Start on site 06-05-2017 Site possession, cabins Enabling works, Site setand up,welfare, Service Signage disconnetions, Groundworks, Piling Site possession, cabins and welfare, Tender addendum information Signage Top strip, reduce dig, Cladding, Piling, Statssoil connections, Frame, Ground Lift pitdig, foundation M&Esoil beams, Top strip, reduce Piling, Contract appointment Technical Design stage Ground beams, pit foundation Insitu frame, PCC stairs between Roof finishes, LiftLift installation, floors up to roof deck Windows and external Insitu frame, PCC stairsdoors between Planning conditions discharge floors up to roof deck Internal partitions, Wall and ceiling Steelwork and roof finishes lift shaft Architectural, structural and civil to stage 4 Steelwork lift and building, roof Alterations toshaft existing roof Subcontractor procurement protection Sanitery goods, Landscaping Alterations to existing building, roof Construction Enabling works, Site dryline set up, Service protection Stair 2 : Ist fix programme M&E, walls, mist disconnetions, Groundworks, Piling Start 2on: Ist sitefix06-05-2017 coat Stair M&E, dryline walls, mist

WORKS Confetti

Sometime, valuable artefacts and archaeologies are discovered under the ground that may provide new resources for historians to study about the local heritage. Stats connections, Frame, Site possession, cabins andCladding, welfare, coat M&E Signage Stair 2 : 2nd fix M&E, decoration staircase, suspended ceiling decoration Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Top soil strip, reduce dig, Piling, Windows and external doors staircase, suspended ceiling decoration Ground beams, Lift pit foundation Stair : partitions, 3rd fix M&E, Balustrading Internal Wall and ceilingand Insitu2frame, PCC stairs between handrails, 2nd fix joinery 27 16 Stair : 3rd fix M&E, Balustrading and floors2 up to roof deck 22 finishes 27 handrails, 2nd fix joinery External panels all levels 28 goods, Landscaping 17 Steelwork lift shaft and roof 23 Sanitery 18 External panels all levelsbuilding, roof 28 Construction Alterations toprogramme existing onbrickwork site 06-05-2017 19 Facing all levels 29 protection 24 Start 25 14 20 26 15 26 21

Medieval trenches

cabins and welfare, Facing all dryline levels 29 Site Stairpossession, 2 brickwork : Ist fix M&E, walls, mist 20 coat steel all levels 25 Signage Corten 30 soilsteel strip,allreduce Corten levels dig, Piling, 30 Top beams, Liftlevels pitdecoration foundation 21 Stair 2 : walling 2nd fix all M&E, Curtain 31 Ground staircase, suspended ceiling decoration 26 Insitu frame, PCC stairs between walling deck, all levels 31 Curtain Roof parapets, insulation, 22 floors up to roof deck outlets, sedum deck, roof insulation, 32 Roof parapets, Stairbuilding 2 : sedum 3rd air fix roof M&E, Balustrading and 1st test 33 outlets, 32 handrails, 2nd fix joinery 27 Steelwork lift shaft and roof 23 1st building air test 33 Ground floor : Internal finishes, M&E, Alterations to existing building, fire stopping, ceilings,roof Ground floor suspended : Internal finishes, M&E, 24 External panels all levels 28 protection Joinery 1st and 2nd fix, decoration fire stopping, suspended ceilings, and :1st Ist and fix installation M&E, dryline walls, mist tiling,2sanitary 34 Stair Joinery 2nd fix, decoration and 25 Facingsanitary brickwork all levels 29 coat Ground floor power on/ heat on 35 tiling, installation 34 First floor : Internal floor powerfinishes, on/ heatM&E, on fire 35 Ground 2 : steel 2nd fix decoration stopping, suspended ceilings, Joinery First floor : Internal finishes, M&E, fire Corten all M&E, levels 30 Stair suspended ceiling and decoration 26 staircase, 1st and 2nd fix, decoration tiling, stopping, suspended ceilings, Joinery sanitary installation 36 1st and 2nd fix, all decoration walling levels and tiling, 31 Curtain First 2floor power on/ Balustrading heat on 37 Stair sanitary installation 36 : 3rd fix M&E, and Roof parapets, deck, insulation, Second floor : fix Internal finishes, First floor power on/ heat on M&E, 37 handrails, 2nd joinery 27 outlets, sedum roof 32 fire stopping, ceilings,M&E, Second floor :suspended Internal finishes, 1st building air test 33 Joinery 1st and 2nd fix, decoration and fire stopping, suspended panels all levels ceilings, 28 External tiling, sanitary 38 Joinery Ground floor Internal finishes, M&E, 1st and:installation 2nd fix, decoration and Second floor power on/ heat on 39 tiling, fire stopping, suspended ceilings, sanitary installation 38 brickwork all fix, levels 29 Facing Third : Internal finishes, M&E, and Joineryfloor 1st and 2nd decoration floor power on/ heat on 39 Second fire stopping, suspended ceilings, tiling, sanitary installation 34 Third floor : Internal finishes, M&E, steel all levels 30 Joinery 1st and 2nd fix, Ground floor power on/decoration heat on and 35 Corten fire stopping, suspended ceilings, tiling, sanitary installation 40 Joinery First floor Internal finishes, M&E, fire 1st :and 2nd fix, decoration and Third floor power on/ heat on 41 Curtain stopping, suspended ceilings, Joinery tiling, sanitary installation 40 walling all levels 31 Fourth floor : Internal finishes, 1st andfloor 2ndpower fix, decoration tiling, on/insulation, heat and on M&E, 41 Third Roof parapets, deck, fire stopping, ceilings, sanitary installation 36 Fourth floor : suspended Internal sedum roof finishes, M&E, 32 outlets, 1stpower and 2nd decoration and Firststopping, floor on/fix,heat on 37 Joinery ceilings, 1st building airsuspended test 33 fire tiling, sanitary 42 Joinery Second floor : installation Internal M&E, 1st and 2nd fix, finishes, decoration and floorpower : Internal Fourth floor on/finishes, heat on M&E, 43 Ground fire stopping, suspended ceilings, tiling, sanitary installation 42 fire stopping, suspended ceilings, Fifth floor Internal finishes, Joinery 1st: and 2nd fix, decoration and floor power on/ heat M&E, on fire 43 Fourth 1stsuspended andinstallation 2nd fix, decoration and stopping, ceilings, Joinery tiling,floor sanitary 38 Joinery Fifth : Internal finishes, M&E, fire sanitary installation 34 1st and 2nd fix, decoration and Second floor power on/ heat ontiling, 39 tiling, stopping, suspended ceilings, Joinery floor power on/ heat M&E, on 35 sanitary installation 44 Ground Third :fix, Internal finishes, 1st andfloor 2nd decoration and tiling, First floor : Internal finishes, M&E, fire 45 sanitary Fifth floor power on/ heat on fire stopping, suspended ceilings, installation 44 stopping, suspended ceilings, Joinery Sixth floor : Internal finishes, M&E, fire Joinery 1st and 2nd fix, decoration and 45 Fifth floor power on/ heat on andsanitary 2nd fix,installation decoration tiling, stopping, ceilings,and Joinery tiling, 40 1st Sixth floorsuspended : Internal finishes, M&E, fire installation 36 1st andfloor 2nd fix, decoration tiling, Third power on/ heat and on 41 sanitary stopping, suspended ceilings, Joinery floor power on/ heat on M&E, 37 sanitary installation 46 First Fourth : Internal finishes, 1st and floor 2nd fix, decoration and tiling, Second floor : Internal finishes, M&E,

Cave

Pottery

2.6

A RC H A E O LO G Y Cave

Builders uncovered a network of caves under the ground of the site and it was claimed that it will completely changed Nottingham’s history from the medieval period right through to the 19th century.

Kiln

The enclosed ditches and square rock cut pits were filled with pottery, glass and roof tiles which lead the archaeologists to think that in Medieval times people were making pottery pretty close to the Confetti site. Confetti’s Director of Operations, Greg Marshall said “It seems quite appropriate that our new digital media hub could be built on a site where a creative industry was practiced hundreds of years ago.” Substantial quantities of medieval pots and tiles have been found and taken away for study and preservation. The findings were completed in April 2017.

2.7

P ILING,

10 3 11 4 12 11 12 5 13 6 13 14 7 14 1 15 8 15 29 16 3 16 10 4 17 18 17 11 5 19 18 12 6 19 20 13 7 20 21 14 8 9 21 22 15 10 22 23 16 11 23 12 24 17 18 24 13 19 25

GROUND B E A M S & L I F T P I T F O U N D AT I O N Confetti

Steel reinforcing mesh Concrete

Earth

Stats connections, Frame, Site possession, cabins andCladding, welfare, coat M&E Signage Stair 2 : 2nd fix M&E, decoration staircase, suspended ceiling decoration Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Top soil strip, reduce dig, Piling, Windows and external doors staircase, suspended ceiling decoration Ground beams, Lift pit foundation Stair : partitions, 3rd fix M&E, Balustrading Internal Wall and ceilingand Insitu2frame, PCC stairs between handrails, 2nd fix joinery 27 16 Stair : 3rd fix M&E, Balustrading and floors2 up to roof deck 22 finishes 27 handrails, 2nd fix joinery External panels all levels 28 goods, Landscaping 17 Steelwork lift shaft and roof 23 Sanitery 18 External panels all levelsbuilding, roof 28 Construction Alterations toprogramme existing onbrickwork site 06-05-2017 19 Facing all levels 29 protection 24 Start 25 14 20 26 15 26 21

Steel reinforcing bars

Concrete

The site was covered by soil with trenches to place steel reinforcements. Concrete was then pour into the pit and let dry to form a solid foundation as the base of the building.

S ITE

POS SES SION, WELFARE, SIGNAGE

Various signages are marked in the construction site and especially at the entrances. This can remind both workers and visitors to be cautious in and around the site.

measure. Access from Beck Street is mainly used by the contractors and workers. This is to control the number of people entering the site to ensure safety and minimize accidents happen in the site. Everyone who come or leave the site need to sign-in and out.

There are 2 access points in the site, from Covent street and Beck Street. As Covent street is relatively wide, its main purpose is for deliveries of materials and storing them as there are limited space for storage in the site. It is therefore closed and blocked to the public as a safety

753

758

1760

3011

1184

3311

Ground Floor 35.630

5729

ED 03

1135

2597.5

ID 017

3947.5(17 1/2 bricks) U/S 2.76

215

eq.

U/S 2.78

CH 3.36

SH 0.19 HH 3.03

U/S 3.14

1492

7718

450

AVCL

503.5

522

SP 2.23

190 1in12 503.5

468.5

30mm Deep Corten Cassettes 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Insulation Wall Construction - Corten Outer / SFS Inner 12.5 Knauf Sheathing Board 30mm DeepWindliner Corten Cassettes 150mmAirSFS Zone, withRails RW45 Insulation 69mm Gap withFilled Vertical on HH Brackets 25mm Battens to form Service Void 150mm Rockwool DuoSlab Insulation 12.5mm Plywood and Sheathing 12.5mm GB Plasterboard and skim + exposed concrete columns 12.5 Knauf Windliner Board 150mm SFS Zone, Filled with RW45 Insulation 25mm Battens to form Service Void 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns Wall Construction - Corten Outer / RC Wall Inner 30mm Deep Corten Cladding Panel 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish FFL 35.47

Key Walls

Wall Construction - Brickwork Outer / RC Wall Inner 102.5 Black Brick as F10/110, 50mm cavity 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish Existing Wall HE Centre 215mm Existing Solid brick wall 25mm cavity Existing Walldepth HE Centre Metal studs at 600mm centres 215mm Existing Solid brick wall- K10/165A 12.5mmcavity Plasterboard 25mm depth Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

Change to the slab edge following the SE info Amendments to drawings following the Cladding info Change to the 1st floor cafÃ©/kitchen area Amendments to HEC stair 2 following the SE info Amendments to drawings following the Topo Survey and SE info

MLD MLD MLD MLD MLD MLD

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings Amendments to drawings Amendments to drawings Amendments to drawings

MLD MLD MLD MLD MLD MLD

DESCRIPTION

REV. DATE

14 13 12 LivePanel, Living Green Wall 11 102.5 Black Brick 50mm cavity 10 100mm Benchmark Quadcore Karrier Pane 9 100mm 'Tarmac Hemelite' 100mm fairfaced medium density blockwork 8 Green Wall as spec ref Q37.125

Existing Wall Confetti Insulation to be agreed with Structural Engineer K 10/185 plasterboard + skim as dabs onto RC wall

Access from Beck Street 10

600

ID 001, etc W001, etc ED01, etc IS01, etc

MLD MLD MLD MLD

Architects, Landscape & Interior Design

PARTITION Wall Type - K10/115 2x12.5mm SoundBloc Metal Studs at 600mm centres 100 Rockwood RW360 insulation in the cavity 2x12.5mm SoundBloc

- Internal Door Codes (Refer to drawing 320) - Window Codes (Refer to drawings 322-323) Green Wall as specCodes ref Q37.125 - External Door (Refer to drawings 323) - Internal Screene Codes (Refer to drawings 321)

LivePanel, Living Green Wall 102.5 Black Brick 50mm cavity 100mm Benchmark Quadcore Karrier Pane 100mm 'Tarmac Hemelite' 100mm fairfaced medium density blockwork

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group 32.78

UP Wall Construction CortenPLAN Outer / SFS Inner PROPOSED GROUND FLOOR - GA -1:50

K J II H G

Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1

16-20 Bath Street, Nottingham NG1 1DF

4959

6128

Wall Construction - Brickwork Outer / SFS Inner HH 2.05 102.5 Black Brick as F10/110 SH 0.87 50mm Air Gap with Brick Ties and Support Brackets DH 2.05 150mm Rockwool DuoSlab Insulation HH 2.05 12.5 Knauf Windliner Sheathing 0.87 SHBoard 150mm DH SFS 2.05 Zone, Filled with RW45 Insulation 25mm Battens to form Service Void 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns

Ground Floor 35.440

Amendments to substation and meeting room layout Amendments to substation layout Amendments to substation layout

eq.

1646

X017 PLANT ROOM 30 m2

04/01/18 19/12/17 08/11/17 18/09/17

H003

G 223

3562 SCH 2.83

C 222

FFL 35.44

2279

Ground Floor 35.630

Col

lery H002 Gal CH 2.99

35.43

ID 018

ED 04 Ground Floor 35.048

1800

ID 019

CH 2.99

X010 STAIR 2

Lift

CH 2.76

35.47

point

X011 STAIR 2 LOBBY

SH 0.88 HH 2.97

O N M L

SH 0.88 HH 2.97

DH 2.04

SH 0.86 HH 2.03

U/S 2.27

FFL 35.63

Ground Floor 35.630

DH 2.05

THL 35.64

ED 14

Insertion

STN/142 35.51

314

AVCL

1184 2176

1736

3153

1736 794

X020 MTG 3 9 m2

2806

124

2810

U/S 2.37

224

3436

6467

2339

800 600 1135 1095 400 800

4720

3109

130

4642

5045

1696

1000 1200 400

10932

1110

925

640 800 600

3650

220

3554 2950

221

628

2707

837

Ground Floor 34.740

X014 SERVER 16Ground m2 Floor 35.048

32.86

420

1010

HH 2.57 SH 1.23

HH 2.98 SH 1.15

CH 2.57

34.63

ir Storag

ID 010

NEW IS 004

X004 MTG 2 8 m2

X018 NEW STORE (86m2)

221 B

Under Sta

CH 2.84

DH 2.03

DH 1.97

CH 3.68

X002 MTG 1 9 m2

36.60

1567

Ground Floor 35.048

ID 015

CH 3.39

X012 clnrs cpbd 3 m2

34.71

NEW ID 021

ID 012

34.48

2000

ID 009

1/2 bricks)

IS 003

124

NEW DOOR

Ground Floor 35.048

X018 Staff Corridoor

1in12

Blocked

7752.5(34

35.61

IS 002

2000

ID 007

X015 COMMS 13 m2

Ground Floor 35.630

5000

Ground Floor 34.740

3930

191

Mechanical riser

ID 016

ID 011

1732

378

11891

2000

1094

422

Eb 1215

220 A

1235

300

Indicative location of reception desk by others

X003 OFFICE 34 m2

STN/128 36.04

W 01

312

ID 013 1736

287

X019 Mtg cpbd

ID 014 1010

UP 884 1in12

1in12

1828 1010 ID 008

4212

Electrical riser

7340

34.66

1930

Secure line

34.50

Ground Floor 35.630

MMC cab

FFL 34.74

7358

1in15

1500

2552

1in12

741

IS 001

CH 2.37

3624

363

1010

Ground Floor 35.048

5000

3391

ID 006

Ground Floor 35.464

2500

455

1010

224

1110

1000

3550

499

ID 003

ID 002

inet

FFL

Ground Floor 35.630

300

ID 005

505

867

U/S 3.14

34.68

ID 001

DH 2.05

Ground Floor 35.464

X005 WC LOBBY

DH 2.10

1977

X009 STAIR 1 LOBBY

3700

walls 500

Ground Floor 35.464

1010

1280 1500

611

17 m2

ID 004

34.74

X001 RECEPTION 130 m2

Ground Floor 35.464

15 m2

Ground Floor 35.048

6 1600 34.7

4742

34.69

X006 WC CHANGING (MALE WC)

1696

X008 STAIR 1

X007 WC CHANGING (FEMALE WC)

rk 140 Blockwo

34.69

34.61

W 01

3200

310

X013 CONTROL ROOM 8 m2

5038

Ground Floor 35.464

1000

X016 SUBSTATION 20 m2

2001

3550

ED 02

W 02

W 03

ED 01

9215

Step +0.0

ED 12

300

1248

579 73

1000

1200

400

800

600

bric

0 to Fit

approx. 250

552

1810

10534 1000

1000

300 ks)

34.74

Ground Floor 35.600

2000

2951

E 15985(71

34.70

3160

34.82

35.20

Ground Floor 35.300

923

4452

4550

D 301

1000

34.90

223

6752

421

35.10

422

35.00

35.09

1492

35.20

35.46

35.60

35.70

35.71

C 222

1646

35.24

3562

35.32

2279

35.28

35.46

35.63

35.80 A

35.12

35.72

35.86

35.91

deliveries in Main entrancentfoStr reet Cove

3783

2.8

PROJECT

Confetti CQ Campus 60 minutes fire resistance Wall

Cabin

Plasterboard on dabs to achieve min 60 minutes fire rating Existing wall

DRAWING

Ground Floor GA Wall Types and Setting Out PROJECT NUMBER

SCALE

2588

1:50 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

DATE

201

Construction MLD

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

2.9

COPING 3

WITH CONTEXT

There are cabins and borrowed rooms from surrounding buildings for workers to rest and plan their daily and weekly programme. (Refer to the plan in the previous page for its location)

Altered accesses for existing buildings

As the construction is causing noise, dust and blocking some of the accesses, there is a need to corporate with the surrounding buildings to make sure they are still functional under the construction of the new building.

USERS

The surrounding buildings include High Education Centre and Confetti ICT, which are operated as schools in term time. Therefore, the construction programme need to cope with the timetable of the schools to minimize the effects of noise on the students.

ACCESSES

They need to make sure the accesses are not blocking the circulation of buildings as well as provides alternative access to the surroundings.

2.10

H E A LT H

& SAFETY: EQUIPMENTS EQUIPMENTS

HELMET

People who enters the site, no matter the workers or visitors, must wear Personal Protective Equipment (PPE): Helmet, Vast & boots As hot concrete is being poured in the construction to form slabs, extra protective equipments should be wore, such as gloves, mask & googles.

VAST

Not every workers on the site are permitted to operate a certain machine, such as the concrete pump and the crane. The contractors ask a worker who is specified to that machine to come to the site and operate it. They need to be skilful in handling that machinery as they know the danger and have the capability to operate it safely. For visitors that go into the site, they must have a site induction to know the potential dangers and ensure their safety.

GLOVES

2.11

H E A LT H

& SAFETY: FIRE ESCAPE

SIGNAGE

In case of a fire, a temporary fire escape plan is set to deal with the accident.

FIRE ALARM

The fire alarm is linked to the surrounding buildings in order to alert everyone for evacuating to the outdoor.

FIRE POINTS

There are multiple mobile fire points that have fire extinguishers and instructions on how to use them. The plan of escape route is also nearby to let people know where they can escape to. 60min compartment floors fire separated form the existing adjoining building by compartment walls and doors Each staircase has additional fire and smoke protection for an hour, ensuring both stairs can stay in play in the event of a fire. Building is classified as Class 5: Assembly and Recreation, therefore the maximum travel distances is 18m/ 45m

S ITE

VISIT 1

Date: 17 October 2017 Weather: Sunny with wind Temperature: 11 °C People on site: About 30

• Project manager

• Contractors

• Workers

• Students and tutors

3 4

2017 2018

Month/year

March

5 Task 6 Tender programme

April

May

June

July

August Sept

S TA G E

3.1

7 Tender addendum information 8 Contract appointment 9 Technical Design stage

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

2 PROGRAMME

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCGCHCICJ

Confetti

14 M&E 1 Roof finishes, Lift installation, 15 2 Windows and external doors 3 Internal partitions, Wall and ceiling 16 finishes 4 Month/year Sanitery goods, Landscaping 17 5 Task Construction programme 18 6 Tender programme 19 Start on site 06-05-2017 Site possession, cabins and welfare, 7 Tender addendum information 20 Signage soil strip, reduce dig, Piling, Contract appointment 8 Top DesignLift stage 9 Technical Ground beams, pit foundation 21 Insitu frame, PCC stairs between Planning discharge 10 upconditions to roof deck 22 floors Architectural, structural and civil to stage 4 11 lift shaft and roof 23 Steelwork procurement 12 Subcontractor Alterations to existing building, roof works, Site set up, Service protection 24 Enabling Groundworks, Piling 13 disconnetions, Stair 2 : Ist fix M&E, dryline walls, mist coat connections, Frame, Cladding, 25 Stats 14 M&E Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windows suspended and external doors 15 ceiling decoration 26 staircase, Internal partitions, Wall and ceiling finishes 16 Stair 2 : 3rd fix M&E, Balustrading and 27 handrails, 2nd fix joinery 17 18 28 19

Sanitery goods, Landscaping Construction External panelsprogramme all levels Start on site 06-05-2017

possession, and welfare, Facing brickworkcabins all levels 29 Site 20 Signage soilsteel strip,allreduce Corten levels dig, Piling, 30 Top 21 Ground beams, Lift pit foundation frame, PCC Curtain walling all stairs levels between 31 Insitu 22 floors up to roof deck Roof parapets, deck, insulation, 32 outlets, sedum roof 23 1st buildinglift airshaft test and roof 33 Steelwork Alterations to existing building, roof Ground floor : Internal finishes, M&E, 24 protection fire stopping, suspended ceilings, Stair 2 :1st Ist and fix M&E, dryline walls, mist Joinery 2nd fix, decoration and 25 tiling, sanitary installation 34 coat 35 Ground floor power on/ heat on Stair 2 : 2nd fix M&E,finishes, decoration First floor : Internal M&E, fire suspended ceilings, ceiling decoration 26 staircase, stopping, suspended Joinery 1st and 2nd fix, decoration and tiling, sanitary installation 36 Stair 2 : 3rd fix M&E, Balustrading and 37 handrails, First floor 2nd power on/ heat on fix joinery 27 Second floor : Internal finishes, M&E, fire stopping, suspended panels all levels ceilings, 28 External Joinery 1st and 2nd fix, decoration and 38 tiling, sanitary installation 29 Facing brickwork all levels 39 Second floor power on/ heat on Third floor : Internal finishes, M&E, steel all levels ceilings, 30 Corten fire stopping, suspended Joinery 1st and 2nd fix, decoration and 40 Curtain tiling, sanitary wallinginstallation all levels 31 41 Third floor power on/insulation, heat on Roof parapets, deck, : Internal outlets,floor sedum roof finishes, M&E, 32 Fourth stopping,airsuspended ceilings, 1st building test 33 fire

2017 2018 March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

According to the programme of the contractors, the following tasks should be finished or in progress on 17 th October. Tasks are expected finished: • Site possession, cabins and welfare,Signage • Top soil strip, reduce dig, Piling,Ground beams, Lift pit foundation • Alterations to existing building, roof protection • Stair 2 : 1st fix M&E, dryline walls, mist coat • Stair 2 : 2nd fix M&E, decoration staircase, suspended ceiling decoration • Stair 2 : 3rd fix M&E, Balustrade and handrails, 2nd fix joinery Task are expected in progress: • Insitu frame, PCC stairs between floors up to roof deck • External panels all levels

3.2

I NSITU

13 Groundworks, 10 disconnetions, Planning conditions discharge Piling Stats connections, Frame, Cladding, Architectural, structural and civil to 14 stage 4 11 M&E 12 Roof Subcontractor procurement finishes, Lift installation, and external 15 Windows Enabling works, Site setdoors up, Service disconnetions, Groundworks, Piling 13 Internal partitions, Wall and ceiling 16 finishes Stats connections, A Frame, Cladding,

FRAME CONCRETE 14 1 17 18 15 2 19 3

Confetti

M&E

Sanitery goods, Landscaping Roof finishes, Lift installation, Construction Windows and programme external doors Start on partitions, site 06-05-2017 Internal Wall and ceiling

possession, cabins and welfare, finishes 16 Site 4 Month/year Signage 20

Steel frame

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC

2017 2018 March

April

May

June

July

August Sept

Top soil goods, strip, reduce dig, Piling, Sanitery Landscaping 17 5 Task Construction programme 18 Ground beams, Lift pit foundation 21 6 Tender programme site 06-05-2017 19 Start Insitu on frame, PCC stairs between upaddendum to roofcabins deck 22 Site possession, and welfare, 7 floors Tender information 20 Signage Steelwork lift shaft anddig, roof 23 soil strip, reduce Piling, 8 Top Contract appointment 9 Technical Design stage Ground beams, Lift pit building, foundation 21 Alterations to existing roof protection 24 Insitu frame, PCC stairs between 10 conditions discharge floors tofix roof deck 22 Planning Stair 2up : Ist M&E, dryline walls, mist structural and civil to coat 25 Architectural, 4 11 Steelwork lift shaft and roof 23 stage 12 Subcontractor procurement Stair 2 : 2ndtofixexisting M&E, decoration Alterations building, roof works, Site set up, decoration Service staircase, suspended ceiling 26 protection 24 Enabling disconnetions, Groundworks, Piling 13 Stair 2 : Ist fix M&E, dryline walls, mist Frame, Cladding,and Stair : 3rd fix M&E, Balustrading coat 2connections, 25 Stats 14 handrails, 2nd fix joinery 27 M&E Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windowspanels and external doors 15 suspended ceiling decoration 26 staircase, External all levels 28 Internal partitions, Wall and ceiling 16 Stair 2 brickwork : 3rd fix M&E, Balustrading and Facing all levels 29 finishes 27 handrails, 2nd fix joinery

PROCESS OF INSITU CONCRETE SLAB 1 Place steel reinforcement mesh on the steel decking.

17 30 18 28 19 31 29 20 32 30 33 21 31

Sanitery goods, Corten steel all Landscaping levels Construction External panelsprogramme all levels Start on site 06-05-2017 Curtain walling all levels Site possession, cabins and welfare, Facing brickwork all levels Roof parapets, deck, insulation, Signage outlets, sedum roof Top soilsteel strip, Corten levels dig, Piling, 1st building airallreduce test Ground beams, Lift pit foundation Ground floor : Internal finishes, M&E, Insitu frame, PCC Curtain walling all stairs levels between fire stopping, suspended ceilings, floors up to roof deck Joinery 1st and deck, 2nd fix, decoration and Roof parapets, insulation, tiling, sanitary outlets, seduminstallation roof Steelwork lift Ground floor power on/roof heat on 1st building airshaft test and Alterations to existing building, roof First floor : Internal finishes, M&E, fire Ground floor : Internal finishes, M&E, protection stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st and 2nd fix,M&E, decoration and tiling, Stair 2 :1st Ist and fix dryline walls, mist Joinery 2nd fix, decoration and sanitary installation coat tiling, sanitary installation First floor power on/ heat on Ground floor power on/ heat on Second : Internal finishes, M&E, Stair floor 2 : floor 2nd fix M&E,finishes, decoration First : Internal M&E, fire fire stopping, suspended ceilings, staircase, suspended ceiling stopping, suspended ceilings,decoration Joinery Joinery 1st and 2nd fix, decoration and 1st and 2nd fix, decoration and tiling, tiling, sanitary installation sanitary installation Stair 2 : 3rd fix M&E, Balustrading and Second floor power on/ heat on First floor 2nd power on/ heat on handrails, fix joinery Third floor : Internal finishes, M&E, Second floor : Internal finishes, M&E, fire stopping, suspended ceilings, fire stopping, suspended ceilings, External panels all levels Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary installation Facing brickwork levels Third floor powerallon/ heat on Second floor power on/ heat on Fourth floor : Internal finishes, M&E, Third floor : Internal finishes, M&E, fire stopping, suspended Corten steel all levels ceilings, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary Curtain wallinginstallation all levels Fourth floor power on/ heat on Third floor power on/insulation, heat on Roof parapets, deck, Fifth floor : Internal finishes, M&E, fire Fourth floor : Internal finishes, M&E, outlets, sedum roof stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st 1st building and 2nd air fix,test decoration and tiling, Joinery 1st and 2nd fix, decoration and Ground floor : Internal finishes, M&E, sanitary installation tiling, sanitary installation fire suspended ceilings, Fifthstopping, floor power on/ heat on Fourth floor power on/ heat on Joinery 1st :and 2nd fix, decoration and Sixth floor Internal finishes, M&E, fire Fifth floor : Internal finishes, M&E, fire tiling, sanitary installation stopping, suspended ceilings, Joinery stopping, suspended ceilings, Joinery Ground floorfix,power on/ heat 1st and 2nd decoration andontiling, 1st and 2nd fix, decoration and tiling, First floor : Internal finishes, M&E, fire sanitary installation sanitary installation stopping, Sixth floorsuspended power on/ceilings, heat onJoinery Fifth floor power on/ heat on 1st and 2nd fix, decoration and tiling, Stair 1floor : M&E, Joinery,finishes, Decoration, Sixth : Internal M&E, fire sanitary installation suspended ceiling, Balustrading stopping, suspended ceilings, Joinery First floor power on/ heat on Final testing anddecoration commissioning, air 1st and 2nd fix, and tiling, Second floor : Internal finishes, M&E,

22 on top and carefully smooth it when 2 Pour concrete 34 32 23 35 it is not fully dried. 33 24 36 25 34 37 35 26 38 36 39 37 27 28 40 38 29 41 39 30 42 40 31 43 41 32 33 44 42 45 43 34 35 46 44 47 45 36 48 37

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

Current stage: Completed ground and 1st floor , preparing for 2nd floor

The superstructure of the design is insitu concrete floor slabs and columns. Therefore, the process of laying steel structure and pouring concrete repeats on every level. Steel framework is done by crossing steel elements, columns and beams, with one another. They ensure a stable support for pouring concrete and prevent concrete break or crack when it dried out.

3 When the concrete is completely dried, its surface is polished with machinery.

remove the mould and use machine to sand the surface.

Plan showing the position of columns on ground level . They are placed according to the grid. 35.72

35.86

Columns

35.60

35.70

35.71

C 222

1646

1492

35.20

3562

35.24

2279

35.46

35.32

35.80

35.63

35.46 E

223

D 301

Ground Floor 35.600

10534 1000

1000

2000

1000

923

400

800

600

1200

1248

579 73

1000

1a W 01

ED 01 925

10 9

310

600

X001 RECEPTION 130 m2

1000

220

3650

800

640

4742

5045

Ground Floor 35.630

Secure line 3a

W 01

800

3554

400

10932

1930

1200

600

Indicative location of reception desk by others

422 1095

35.61

1135

312

800

221

400

2950

1010

420

2707

837

ID 017 DP

X011

STAIR 2 *Concrete finishes will LOBBYbe discussed

35.47

point

Lift

X010

019 2 sectionIDof inSTAIR the Special Interest in

CH 3.36

Ground Floor 35.630

FFL 35.44

U/S 2.78

35.43 2279

C 222

3562

1646

U/S 3.14

SCH 2.

allery H002 G CH 2.99

ID 018

Chapter 9

U/S 2.27

FFL 35.63

Ground Floor 35.630 10

DH 2.05

THL 35.64

Insertion

2 STN/14 35.51

314

ED 14

SH 0.19 HH 3.03

ground floor slabs between floors and pour concrete inside.

2 Let the concrete fully dry and harden. Then,

35.91

1 Place the tube concrete column mould on the

1492

E Ground Floor 35.440

UP 190

771

Wall Construction - Brickwork 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and 150mm Rockwool DuoSlab Insulat HH 12.5 Knauf Windliner Sheathing SHBo 150mm DH SFS 2.05 Zone, Filled with RW4 25mm Battens to form Service Void

and external doors 15 10 Windows Planning conditions discharge Roof-Terrace Floor 55.324 Internal partitions, Wall Architectural, structural and and ceiling civil to 16 stage 4 11 finishes 12 Subcontractor procurement

Roof-Terrace Floor 55.324

onstruction TBC

3.3

Dimension TBC

17 18 13 19

Sanitery Enabling goods, works, Landscaping Site set up, Service Construction disconnetions,programme Groundworks, Piling A Start connections, on site 06-05-2017 Stats Frame, Cladding,

LT E R A T I O N T O E XConfetti ISTING BUILDING & ROOF PROTECTION

TBCAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBWBXBYBZCACBCCC B C D E F G H I J K L M N O P Q R S All T UConstruction V W X Y Z AAABACAD

Site possession, cabins and welfare, 14 M&E 1 20 Signage Roof finishes, Lift installation, soil strip, Piling, Windows and reduce externaldig, doors 15 2 Top Ground beams, LiftWall pit foundation 21 Fifth Floor Internal partitions, and ceiling 3 51.924 finishesframe, PCC stairs between 16 Insitu 4 Month/year floors up to roof deck 22

Fifth Floor 51.924

2017 2018 March

April

May

June

July

2655

Sanitery goods, Landscaping 17 5 Task Construction programme 18 Steelwork lift shaft and roof 23 6 Tender programme on siteto06-05-2017 19 Start Alterations existing building, roof 24 Site possession, cabins and welfare, 7 protection Tender addendum information 20 Signage Stair 2 : Ist fix M&E, dryline walls, mist

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

Current stage: Completed

coat 25 soil strip, reduce dig, Piling, 8 Top Contract appointment Fourth Floor 9 Technical DesignLift stage Ground beams, pit foundation 21 48.694 Details of lift shaft Stair 2 : 2nd fix M&E, decoration Insitu frame, PCC stairs between and new section of10 staircase, suspended ceiling decoration 26 discharge floors upconditions to roof deck 22 Planning

As one of the aim of the construction is to connect the existing buildings, there is a flat roof to be agreed Architectural, structural and civil to need of opening access through walls. Stair 24 : 3rdliftfixshaft M&E, Balustrading and 11 Steelwork and roof 23 stage

Fourth Floor 48.694

August Sept

joinery 12 Subcontractor procurement 27 handrails, Alterations2nd to fix existing building, roof works, Site set up, Service protection 24 Enabling disconnetions, Groundworks, Piling 13 External panels all levels 28 Stair 2 : Ist fix M&E, dryline walls, mist

Third Floor 45.590

Third Floor 45.464

42.670 Second Floor 42.230

Second Floor HE 42.320

Floor CONFETTI

Stats connections, Frame, Cladding, 25 coat Third Floor Third Floor 45.590 14 Facing 29 M&E 45.464 brickwork all levels Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windows andallexternal doors 15 staircase,steel suspended decoration 26 Corten levelsceiling 30

45.464

Internal partitions, Wall and ceiling 16 Stair 2 : walling 3rd fix M&E, Balustrading and43.975 Curtain all levels 31 finishes 27 handrails, 2nd fix joinery Roof parapets, deck, insulation, goods, roof Landscaping 17 outlets, sedum 32 Sanitery 18 External panels all levels 28 Construction 1st building airprogramme test 33 19 Start on site 06-05-2017 Second Floor: HE Ground floor Internal finishes, M&E, Second Floor 42.320 42.230 possession, cabins and welfare, 42.200 Facing brickwork all levels 29 Site fire stopping, suspended ceilings, Second Floor CONFETTI 20 Signage 41.820 Joinery 1st and 2nd fix, decoration and soil strip,allinstallation reduce Corten steel levels dig, Piling, 30 Top tiling, sanitary 34 Lift pit foundation 21 Ground beams, floor power on/ heat on 35 Ground

42.320

NB: frame, PCC between First floor : Internal finishes, M&E, fire All filled openings and areas Curtain walling all stairs levels 31 Insitu up to roof deck 22 floors stopping, suspended ceilings, Joinery where structures haveRoof been parapets, deck, insulation, 1st and 2nd fix, decoration and tiling, sedum roof 32 outlets, removed to be plastered to sanitary installation 36 Steelwork 23 airshaft test and roof 33 1st buildinglift match adjacent walls. First floor power on/ heat on roof 37 Alterations to existing building, Groundfloor floor : Internal finishes, M&E, Skim the whole area Second protection : Internal finishes, M&E, 24 prior fire fire stopping, stopping, suspended suspended ceilings, ceilings, to decoration Stair 2 : Ist fix M&E, dryline walls, mist

40.690

First Floor HE 39.060

or Confetti

Ground Floor 35.630

Ground Floor HE 35.440

Floor Confetti

Ground Floor

Lower Ground Floor 32.700

SECTION CC

First Floor 38.930

First Floor HE 39.060

First Floor Joinery 1st 1st andConfetti 2nd fix, decoration and Joinery 38.360and 2nd fix, decoration and coat sanitary installation 25 tiling, 34 38 tiling, sanitary installation 37.917 floorpower poweron/ on/heat heaton on 35 Ground Second floor 39 Stair 2 : 2nd fix M&E, decoration First floor : Internal finishes, M&E, fire Third floor : Internal finishes, M&E, suspended ceiling decoration 26 staircase, stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st and 2nd fix, decoration and tiling, Joinery 1st and 2nd fix, decoration and sanitary installation 36 Stair 2 : 3rd fix M&E, Balustrading and 40 tiling, sanitary installation First floor power on/ 37 Third handrails, fix joinery 27 floor2nd power on/heat heaton on 41 Ground Floorfloor Ground Floor HE Second : Internal finishes, M&E, Fourth floor 35.630 35.630 : Internal finishes, M&E, 35.440 fire stopping, stopping, suspended ceilings, fire suspended panels all levels ceilings, 28 External Joinery 1st Joinery 1st and and 2nd 2nd fix, fix, decoration decoration and and Ground Floor Confetti 34.740 tiling, sanitary installation 38 tiling, installation 42 brickwork all levels 29 Facingsanitary floor power power on/ on/ heat heat on on 39 Fourth floor 43 Second Thirdfloor floor: :Internal Internalfinishes, finishes,M&E, M&E,fire Fifth steel all levels ceilings, 30 Corten fire stopping, suspended stopping, suspended ceilings, Joinery Joinery fix, decoration and 1st and 1st 2ndand fix, 2nd decoration and tiling, tiling, sanitary installation 40 sanitary Curtain walling all levels 31 installation 44 Lower Ground Floor 32.800 floor power on/insulation, heaton on 41 45 Third Fifth floor power on/ heat Roof parapets, deck, Fourthfloor floor : Internal finishes,M&E, M&E,fire Sixth : Internal sedum roof finishes, 32 outlets, stopping, ceilings, stopping, suspended Joinery 1st building airsuspended test ceilings, 33 fire Joinery fix, decoration and 1st and 1st 2ndand fix, 2nd decoration and tiling, Ground floor : Internal finishes, M&E, sanitary installation 42 sanitary installation 46 tiling, fire stopping, suspended ceilings, Fourthfloor floorpower poweron/ on/heat heatonon 43 Sixth 47 Joinery 1st and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, fire Stair 1 : M&E, Joinery, Decoration, 34 tiling, sanitary installation stopping, suspended ceilings, Joinery 48 Ground suspended ceiling, Balustrading floor power on/ heat on 35 1st and 2nd 30.000 fix, decoration and tiling, Final floor testing: Internal and commissioning, airfire First finishes, M&E, 44 sanitary installation testing, final clean andceilings, snag Joinery 49 stopping, suspended 45 Fifth floor power on/ heat on 1st and 2nd fix, decoration andclean tiling, External landscaping, snag and Sixth floor : Internal finishes, M&E, fire installation 36 externals 50 sanitary stopping, suspended ceilings, Joinery floor power on/ heat on 37 51 First PRACTICAL COMPLETION 1st and 2nd fix, decoration and tiling, Second floor : Internal finishes, M&E,

39.060

35.957 35.630

They will be infill with blockworks and areas where structures have been removed will be plastered to match adjacent walls. Parts that will be kept will be protected my plastic cover.

SECTION AA

Plastic covered are placed to the nearby existing HE buildings in order to protect the wall and roof. They prevent the surface and structure of them during the construction process of Confetti building, as the space of the site is limited. 9020

First Floor 38.930

16 10 finishes Planning conditions discharge

2 & E X T E R N A L E N V E LO P E Alterations to existing building, roof Sanitery goods, Landscaping Task

2017 2018 March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

protection Construction programme Tender programme Start 2on: Ist sitefix06-05-2017 Stair M&E, dryline walls, mist coat Site possession, cabins and welfare, Tender addendum information

20 Signage Stair soil 2 : 2nd fixreduce M&E, decoration Top strip, dig, Piling, 8 Contract appointment suspended ceiling decoration 26 9 staircase, Technical DesignLift stage Ground beams, pit foundation 21

35.09

1492

35.20

1646

Current stage: Not in process 35.24

G 4550

Ground Floor 35.300

D 301

3160

Ground Floor 35.600

10534 1000

1000

2000

1000

923

223

35.20

35.60

C 222

35.28

35.46

3562

35.32

2279

35.46

1200

400

800

600

1248

579 73

1000

ED 02

W 02 11

Ground Floor 35.464

1a W 01

3109

Internal partitions, Wall and ceiling Roof parapets, deck, insulation, 16 Stair 2 : sedum 3rd fix roof M&E, Balustrading and outlets, 32 finishes handrails, 2nd joinery 27 building airfix test 33 1st goods, Landscaping 17 Sanitery Ground floor : Internal finishes, M&E, programme 18 External panels all levels ceilings, 28 Construction fire stopping, suspended on site 06-05-2017 19 Start Joinery 1st and 2nd fix, decoration and

ED 01 925

640

4742

5045

8 7

1696

X008 STAIR 1

310

4642

611

1000

Ground Floor 35.630

1200

IS 001

2552

1in15

Ground Floor 35.630

1930

Secure line

400

10932

ID 001

2500

3a 2339 1235

753

1135

X00 MTG 9 m2

1010

420

ID 015

794

X012 clnrs cpbd 3 m2

3153

1736

1095 400 800

221

ID 011

Mechanical riser ID 016

2000

1094

422

Eb 1215

753

1736

600

Indicative location of reception desk by others

628

2707

837

758

800

W 01

312 3

1500

EXTERNAL PANELS

Ground Floor 35.464

1696

X001 RECEPTION 130 m2

600

220

3650

800

35.61

ID 017 U/S 2.37

int

X011 STAIR 2 LOBBY

X010 STAIR 2

llery H002 Ga CH 2.99

CH 3.36

U/S 2.78

Ground Floor 35.630

FFL 35.44

SH 0.19 HH 3.03

35.43 2279

223 3562

1646 SCH 2.8

1492

7718

U/S 3.14

Ground Floor 35.440

May

June

July

August Sept

450

April

503.5

468.5 AVCL

1in12

FFL 35.47

Oct

Nov

Dec

Jan

SP 2.23

190

Wall Construction CortenPLAN Outer / SFS Inner PROPOSED GROUND FLOOR - GA -1:50

Key Walls

CH 2.76

ID 019 ID 018

C 222

Lift

Feb

March 5

April

MayExisting WallJune HE Centre

July

215mm Existing Solid brick wall 25mm cavity Existing Walldepth HE Centre Metal studs at 600mm centres 215mm Existing Solid brick wall- K10/165A

DH 2.04

SH 0.86 HH 2.03

U/S 2.27

Ground Floor 35.630 10

DH 2.05

FFL 35.63

ED 14

35.47

314

THL 35.64

STN/142 35.51

STAIR 2

po Insertion

Site possession, cabins and welfare, sanitary installation 34 Facing brickwork all levels 29 tiling, 20 Ground floor power on/ heat on 35 Signage First soil floor : Internal finishes, M&E, fire Top strip, dig, Piling, steel allreduce levels 30 Corten stopping,beams, suspended ceilings, Joinery Lift pit foundation 21 Ground 1st andframe, 2nd fix, decoration and tiling, Insitu PCC stairs between 31 Curtain walling all levels 36 floors upinstallation to roof deck 22 sanitary parapets, deck, First floor power on/insulation, heat on 37 Roof outlets, floor sedum: Internal roof finishes, M&E, 32 Second Steelwork lift shaft and roof 23 test 33 1st fire building stopping,airsuspended ceilings, Alterations to existing building, roof Joinery and: Internal 2nd fix, decoration and Ground1st floor finishes, M&E, 24 protection sanitarysuspended installationceilings, 38 tiling, fire stopping, 2 :1st Ist and fixpower M&E, dryline Second floor on/decoration heatwalls, on mist 39 Stair Joinery 2nd fix, and 25 Third floor : Internal finishes, M&E, tiling, sanitary installation 34 coat stopping, Ground floor suspended power on/ ceilings, heat on 35 fire Stair 2 :1st 2nd fix 2nd M&E,fix, decoration Joinery decoration and First floor : and Internal finishes, M&E, fire suspended ceiling decoration 26 tiling, sanitary installation 40 staircase, stopping, suspended ceilings, Joinery on/ heat and on tiling, 41 Third 1st andfloor 2nd power fix, decoration Fourth : Internal finishes, M&E, sanitary installation 36 Stair 2 :floor 3rd fix M&E, Balustrading and suspended ceilings, Firststopping, floor 2nd power on/ heat on 37 fire handrails, fix joinery 27 Joinery and 2nd fix, finishes, decoration and Second 1st floor : Internal M&E, sanitary installation 42 fire stopping, suspended External panels all levels ceilings, 28 tiling, 43 Fourth power on/ decoration heat on and Joinery floor 1st and 2nd fix, : Internal finishes, M&E, fire tiling,floor sanitary installation 38 Fifth 29 Facing brickwork all levels suspended ceilings, Second floor power on/ heat Joinery on 39 stopping, 1st andfloor 2nd :fix, decoration and tiling, Third Internal finishes, M&E, steel all levels ceilings, 30 sanitary installation 44 Corten fire stopping, suspended 45 Fifth floor on/fix,heat on Joinery 1stpower and 2nd decoration and : Internal finishes, M&E, fire tiling, floor sanitary installation 40 Sixth Curtain walling all levels 31 suspended ceilings, Joinery Third floor power on/ heat on 41 stopping, Roof parapets, deck, insulation, and floor 2nd fix, decoration andM&E, tiling, Fourth : Internal finishes, outlets, sedum roof 32 1st 46 sanitary installation fire stopping, suspended ceilings, 33 1st building air test 47 Sixth floor on Joinery 1st power and 2ndon/ fix,heat decoration and Ground floor : Internal finishes, M&E, sanitary installation 42 tiling, Stair 1 : M&E, Joinery, Decoration, fire stopping, suspended ceilings, Fourth floorceiling, powerBalustrading on/ heat on 43 suspended 48 Joinery 1st and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, Final testing and commissioning, airfire 34 tiling, sanitary installation stopping, suspended ceilings, Joinery 49 Ground testing, final andon/ snag floorclean power heat on 35 1st and 2nd fix, decoration and tiling, External snag andM&E, cleanfire First floorlandscaping, : Internal finishes, 44 sanitary installation 50 stopping, externals suspended ceilings, Joinery 45 Fifth floor power on/ heat on 51 1st PRACTICAL COMPLETION and 2nd fix, decoration and tiling, Sixth floor : Internal finishes, M&E, fire 36 sanitary installation 52 Month/year stopping, suspended ceilings, Joinery March 37 First floor power on/ heat on 1st and 2nd fix, decoration and tiling, Second floor : Internal finishes, M&E,

35.63

Enabling works, Site set up, Service 24 protection Groundworks, Piling 13 Facing all dryline levels walls, 29 disconnetions, Stair 2 brickwork : Ist fix M&E, mist coat connections, Frame, Cladding, 25 Stats 14 Corten steel all levels 30 M&E Roof 2finishes, installation, Stair : 2nd fixLift M&E, decoration Windows and external doors 15 staircase,walling suspended ceiling decoration 26 Curtain all levels 31

35.72

35.86

As the frame allowing external panels to go on top has not yet started, the work of inserting external panels need to be delayed.

17 5 24 18 6 19 25 7

finishes Month/year Steelwork lift shaft and roof

35.70

This is due to the delay of the whole programme. As there are surprising archaeological findings under the ground, it delayed the programme as it was unexpected and required extra time to dig and cover up the historical site. The current construction progress is 4 weeks behind the programme.

Insitu frame, stairsdoors between Windows andPCC external floors to roof deck Internaluppartitions, Wall and ceiling

35.80

According to the programme, Stair 2 should be in progress at that time. However, it is certain that the task has not started yet.

15 2 22 3 16 4 23

35.71

EXTERNAL PANELS

Confetti

35.91

According to the programme, Stair 2 should be completed at that time. However, it is cleared that it has not placed in the site. Issues regarding to Stair 2 will be discussed in more detail in the section of Visit 2, Chapter 4.

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC

3554

STAIR 2

Site possession,Groundworks, cabins and welfare, Piling 13 disconnetions, 20 Signage Stats connections, A Frame, Cladding, M&Esoil strip, reduce dig, Piling, 14 Top 1 beams, pit foundation 21 Ground Roof finishes, LiftLift installation,

2950

S TA I R

Architectural, structural and civil to Sanitery stage 4 goods, Landscaping Construction Subcontractorprogramme procurement Start on site 06-05-2017 Enabling works, Site set up, Service

3.4

17 11 18 12 19

August Sept

S ITE

VISIT 2

Date: 13 November 2017 Weather: Overcast Temperature: 5 °C People on site: 30 to 40

• Project manager

• Contractors

• Workers

• Students and tutors

3 4

2017 2018

Month/year

March

5 Task 6 Tender programme

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

P ROGRAMME

4.1

7 Tender addendum information 8 Contract appointment 9 Technical Design stage

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCGCHCICJ

Confetti

14 M&E 1 Roof finishes, Lift installation, 15 2 Windows and external doors 3 Internal partitions, Wall and ceiling 16 finishes 4 Month/year

2017 2018 March

April

May

June

July

August Sept

Sanitery goods, Landscaping 17 5 Task Construction programme 18 6 Tender programme 19 Start on site 06-05-2017 Site possession, cabins and welfare, 7 Tender addendum information 20 Signage soil strip, reduce dig, Piling, Contract appointment 8 Top DesignLift stage 9 Technical Ground beams, pit foundation 21 Insitu frame, PCC stairs between Planning discharge 10 upconditions to roof deck 22 floors Architectural, structural and civil to stage 4 11 lift shaft and roof 23 Steelwork procurement 12 Subcontractor Alterations to existing building, roof works, Site set up, Service protection 24 Enabling Groundworks, Piling 13 disconnetions, Stair 2 : Ist fix M&E, dryline walls, mist coat connections, Frame, Cladding, 25 Stats 14 M&E Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windows suspended and external doors 15 ceiling decoration 26 staircase, Internal partitions, Wall and ceiling finishes 16 Stair 2 : 3rd fix M&E, Balustrading and 27 handrails, 2nd fix joinery 17 18 28 19

Sanitery goods, Landscaping Construction External panelsprogramme all levels Start on site 06-05-2017

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

According to the programme of the contractors, the following tasks should be finished or in progress on 14th November. However, the real programme (Red dotted line) on site is 4 weeks behind scheduled programme(Blue dotted line) Tasks are expected finished: • Stair 2 : Ist fix M&E, dryline walls, mist coat • Stair 2 : 2nd fix M&E, decoration staircase, suspended ceiling decoration • Stair 2 : 3rd fix M&E, Balustrade and handrails, 2nd fix joinery • External panels all levels Task are EXPECTED in progress: • Insitu frame, PCC stairs between floors up to roof deck • Facing brickwork all levels • Corten steel all levels • Roof parapets, deck insulation, outlets and sedum roof Tasks are in ACTUAL progress : • Insitu frame, PCC stairs between floors up to roof deck • External panels all levels

Scheduled programme in visit date Real on site programme

2017 2018 March

April

May

June

July

Stair 2connections, : 3rd fix M&E, Balustrading Stats Frame, Cladding,and 25 coat 2nd fix joinery 27 handrails, M&E 14

Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windowspanels and external doors 15 all levels 28 staircase, suspended ceiling decoration 26 External Third

Internal partitions, Wall and ceiling 16 Stair 2 brickwork : 3rd fix M&E, Balustrading and Facing all levels 29 finishes 27 handrails, 2nd fix joinery 17 30 18 28 19 31 29 20 32 30 33 21

24 36 25 34 37 35 26 38

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

Current stage: 3/F & 4/F construction

The superstructure is now constructing in the third and forth floor. Originally, they are constructing floor by floor, but they have ran out of time, so they decided to construct 2 floors at the same time. The photos and drawings show some of the members of the superstructure, forming mainly by concrete in reinforced steel and settle by shuttering. The programme of roof parapets and sedum roof are also postponed as the construction is currently in the third and forth level, has not reached the fifth and top level.

4th

Steel36392737shuttering

30 42 40 31 43 41 32 33 44 42 45 43 34 35 46 44 47 45 36 48 37

3rd

40 38 29 41 39

o m

n t

Column 2C

Sanitery goods, Corten steel all Landscaping levels Construction External panelsprogramme all levels Start on site 06-05-2017 Curtain walling all levels Site possession, cabins and welfare, Facing brickwork all levels Roof parapets, deck, insulation, Signage outlets, sedum roof Top soilsteel strip, Corten levels dig, Piling, 1st building airallreduce test Ground beams, Lift pit foundation Ground floor : Internal finishes, M&E, Insitu frame, PCC Curtain walling all stairs levels between fire stopping, suspended ceilings, floors up to roof deck Joinery 1st and deck, 2nd fix, decoration and Roof parapets, insulation, tiling, sanitary outlets, seduminstallation roof Steelwork lift Ground floor power on/roof heat on 1st building airshaft test and Alterations to existing building, roof First floor : Internal finishes, M&E, fire Ground floor : Internal finishes, M&E, protection stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st and 2nd fix,M&E, decoration and tiling, Stair 2 :1st Ist and fix dryline walls, mist Joinery 2nd fix, decoration and sanitary installation coat tiling, sanitary installation First floor power on/ heat on Ground floor power on/ heat on Second : Internal finishes, M&E, Stair floor 2 : floor 2nd fix M&E,finishes, decoration First : Internal M&E, fire fire stopping, suspended ceilings, staircase, suspended ceiling stopping, suspended ceilings,decoration Joinery Joinery 1st and 2nd fix, decoration and 1st and 2nd fix, decoration and tiling, tiling, sanitary installation sanitary installation Stair 2 : 3rd fix M&E, Balustrading and Second floor power on/ heat on First floor 2nd power on/ heat on handrails, fix joinery Third floor : Internal finishes, M&E, Second floor : Internal finishes, M&E, fire stopping, suspended ceilings, fire stopping, suspended ceilings, External panels all levels Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary installation Facing brickwork levels Third floor powerallon/ heat on Second floor power on/ heat on Fourth floor : Internal finishes, M&E, Third floor : Internal finishes, M&E, fire stopping, suspended Corten steel all levels ceilings, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary Curtain wallinginstallation all levels Fourth floor power on/ heat on Third floor power on/insulation, heat on Roof parapets, deck, Fifth floor : Internal finishes, M&E, fire Fourth floor : Internal finishes, M&E, outlets, sedum roof stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st 1st building and 2nd air fix,test decoration and tiling, Joinery 1st and 2nd fix, decoration and sanitary installation Ground floor : Internal finishes, M&E, tiling, sanitary installation Fifthstopping, floor power on/ heat on fire suspended ceilings, Fourth floor power on/ heat on Sixth floor Internal finishes, M&E, fire Joinery 1st :and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery tiling, sanitary installation stopping, suspended ceilings, Joinery 1st and 2nd decoration andontiling, Ground floorfix,power on/ heat 1st and 2nd fix, decoration and tiling, sanitary installation First floor : Internal finishes, M&E, fire sanitary installation Sixth floorsuspended power on/ceilings, heat onJoinery stopping, Fifth floor power on/ heat on 1st and 2nd fix,Joinery, decoration and tiling, Stair 1 : M&E, Decoration, Sixth floor : Internal finishes, M&E, fire sanitary installation suspended ceiling, Balustrading stopping, suspended ceilings, Joinery First floor power on/ heat on air Finaland testing anddecoration commissioning, 1st 2nd fix, and tiling, Second floor : Internal finishes, M&E,

31 Reinforcement 22 mesh34322335 33

Oct

Top soil goods, strip, reduce dig, Piling, Sanitery Landscaping Task

Ground beams, Lift pit foundation Construction programme Tender programme Start on site 06-05-2017 Insitu frame, PCC stairs between floors upaddendum to roofcabins deck Site possession, and welfare, Tender information Signage Steelwork lift shaft anddig, roof Top soil strip, reduce Piling, Contract appointment Technical Design stage Ground beams, Lift pit building, foundation Alterations to existing roof 24 protection Insitu frame, PCC stairs between 10 Planning conditions discharge floors tofix roof deck 22 Stair 2up : Ist M&E, dryline walls, mist 25 coat Architectural, structural and civil to 4 11 Steelwork lift shaft and roof 23 stage 12 Subcontractor procurement Stair 2 : 2ndtofixexisting M&E, decoration Alterations building, roof staircase,works, suspended ceiling 26 protection Enabling Site set up, decoration Service 24 disconnetions, Groundworks, Piling 13 Stair 2 : Ist fix M&E, dryline walls, mist

Fo r t h

August Sept

17 5 21 18 6 19 22 7 20 23 8 9 21

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U P E R S T R U C T UConfetti RE: INSITU FRAME CONCRETE

n t

4.2

Groundworks, 13 10 disconnetions, Planning conditions discharge Piling Stats connections, Frame, Cladding, Architectural, structural and civil to M&E 4 14 stage 11 12 Roof Subcontractor procurement finishes, Lift installation, and external 15 Windows Enabling works, Site setdoors up, Service disconnetions, Groundworks, Piling 13 Internal partitions, Wall and ceiling 16 finishes Stats connections, A Frame, Cladding, 14 M&E 1 Sanitery goods, Landscaping 17 Roof finishes, Lift installation, 18 Windows and programme external doors 15 2 Construction Start on partitions, site 06-05-2017 19 Internal Wall and ceiling 3 possession, cabins and welfare, finishes 16 Site 4 Month/year Signage 20

4.3

2655

X405 COMPUTER SUITE

X303 COMPUTER SUITE

X305 COMPUTER SUITE

17 5 21 18 6 19 22 7 20 23 8 9 21

Top soil goods, strip, reduce dig, Piling, Sanitery Landscaping Task

X203 LRC

Second Floor Construction (LRC) -275mm concrete deck to Structural Engineer's details B C vapour D E control F G layer H I J K L MN O P Q -3mm -50 mm Kooltherm as spec ref M10.290B -75mm screed as spec ref M10.130 - Vinyl floor finish as floor finishes drawings 401-402

X205 COMPUTER SUITE

Ground Floor 41.964

3111

X102 KITCHEN

Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windowspanels and external doors 15 all levels 28 staircase, suspended ceiling decoration 26 External

X105 COMPUTER SUITE

17 30 18 28 19 31 29 20 32 30 33 21

3235

Same as ground Floor (Type 12) but on Precast concrete Plank to Structural Engineer's details X004 MTG 2

X014 SERVER

Ground Floor 35.048

31 22 34 32 23 35 33

Detail S - 301

24 F

MLD MLD MLD MLD BY

Pink dotted lines show the ramp

Architects, Landscape & Interior Design Internal partitions, Wall and ceiling 16-20 Bath Street, Nottingham NG1 1DF finishes 16 Stair 2 brickwork : 3rd fix M&E, Balustrading and all levels 29 Facing Ground Floor E design@allanjoycearchitects .co.uk fix joinery T 0115 841 8418 27 handrails, 2nd38.360

Ground Floor 38.568

X003 OFFICE

2017 2018

Ground Floor Construction Solid Concrete Ground Based March April May June July Floors - Vinyl floor finish as floor finishes drawings 401-402 -75mm screed as spec ref M10.130 - Underfloor Heating Systems refer to M+E Engineer's details -0.5mm separation layer lapped (minimum 150mm) -50mm perimeter Insulation overlap min.150mm from bottom of wall insulation to top of insulation upstand -130mm Kingspan Kooltherm K103 Floor Board insulation under concrete slab as spec ref M10.290A -0.9mm damp proof membrane -275mm thick concrete slab to Structural Engineer's details -well compacted sub base to Structural Engineer's details U-Value = 0.11W/m2K

Stair 2connections, : 3rd fix M&E, Balustrading Stats Frame, Cladding,and 25 coat 2nd fix joinery 27 handrails, M&E 14

X103 QUIET CAFE

R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC

Floors Construction (1st, 3rd, 4th, 5th) -275mm concrete deck to Structural Engineer's details -10mm latex levelling screed - Vinyl floor finish as floor finishes drawings 401-402

Ground beams, Lift pit foundation Construction programme Tender programme Start on site 06-05-2017 Insitu frame, PCC stairs between floors upaddendum to roofcabins deck Site possession, and welfare, Tender information Signage Steelwork lift shaft anddig, roof Top soil strip, reduce Piling, Contract appointment Technical Design stage Ground beams, Lift pit building, foundation Alterations to existing roof 24 protection Insitu frame, PCC stairs between 10 Planning conditions discharge floors tofix roof deck 22 Stair 2up : Ist M&E, dryline walls, mist 25 coat Architectural, structural and to Drawing status updated to construction D civil 30/05/17 C 12/05/17 Amendments to drawings following the Topo 4 11 Steelwork lift shaft and roof 23 stage Survey and SE info 12 Subcontractor procurement B 10/01/17 Stair 2 : 2ndtofixexisting M&E, decoration Alterations building, roof Spec Refs added A 23/12/16 Amendments to drawings staircase,works, suspended ceiling 26 protection Enabling Site set up, decoration Service 24 REV. DATE DESCRIPTION disconnetions, Groundworks, Piling 13 Stair 2 : Ist fix M&E, dryline walls, mist

3215 Mechanical Riser

- 25 mm thick Kingspan Thermaroof TR27 LPC/FM upstand to be used around the perimeter of the roof on the internal faรงade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the horizontal roof insulation. -1.5mm fully adhered single-ply membrane as S42.110A -50mm Ballast (paving slabs on support) as Q37.140 U-Value <0.15W/m2K.

U P E R S T R U C T UConfetti RE: RAMPS 2945

X403 COMPUTER SUITE

Groundworks, 13 10 disconnetions, Planning conditions discharge Piling Stats connections, Frame, Cladding, Architectural, structural and civil to M&E 4 14 stage 11 12 Roof Subcontractor procurement finishes, Lift installation, and external 15 Windows Enabling works, Site setdoors up, Service disconnetions, Groundworks, Piling 13 Internal partitions, Wall and ceiling 14 finishes 16 Stats connections, A Frame, Cladding, 14 M&E 1 Sanitery goods, Landscaping 17 Roof finishes, Lift installation, 18 Windows and programme external15doors 15 2 Construction Start on partitions, site 06-05-2017 19 Internal Wall and ceiling 3 possession, cabins and welfare, finishes 16 Site 4 Month/year Signage 20 16

36 25 34 37 35 26 38 36 39 37 27 28 40 38 29 41 39 30 42 40 31 43 41 32 33 44 42 45 43 34 35 46 44 47 45 36 48 37

0115 950 7161

www.allanjoycearchitects .co.uk

Sanitery goods, Corten steel all Landscaping levels CLIENT Construction External panelsprogramme all levels Detail V - 301 Confetti Media Group Start on site 06-05-2017 Curtain walling all levels Site possession, cabins and welfare, Facingparapets, brickwork all levels Roof deck, insulation, PROJECT Signage outlets, sedum roof Confetti CQ Campus Top soilsteel strip, Corten levels dig, Piling, 1st building airallreduce test Ground beams, Lift pit foundation Ground floor : Internal finishes, M&E, DRAWING Insitu frame, PCC Curtain walling all stairs levels between fire stopping, suspended ceilings, GA Section BB floors up to roof deck Ground Floor 34.770 Joinery 1st and 2nd fix, decoration and Roof parapets, deck, insulation, tiling, sanitary outlets, seduminstallation roof PROJECT NUMBER DATE SCALE Steelwork lift Ground floor power on/roof heat on 1st building airshaft test and Detail Z - 301 2588 1:50 @ A1 Jul-16 Alterations to existing building, roof First floor : Internal finishes, M&E, fire Ground floor : Internal finishes, M&E, STATUS NUMBER REVISION BY protection stopping, suspended ceilings,DRAWING Joinery fire stopping, suspended ceilings, 221tiling, D Construction MLD I and 1st 2nd fix,M&E, decoration and Stair 2 : Ist fix dryline walls, mist Joinery 1st and 2nd fix, decoration and sanitary installation coat sanitary tiling, installation This drawing is copyright and remains the property of Allan Joyce Architects Ltd First floor power on/ heat on Generally do not scale drawings. All dimensions to be checked on site. Ground floor power on/ heat on Second : Internal finishes, M&E, Stair floor 2 : floor 2nd fix M&E,finishes, decoration First : Internal M&E, fire fire stopping, suspended ceilings, staircase, suspended ceiling decoration stopping, suspended ceilings, Joinery Joinery 1st and 2nd fix, decoration and 1st and 2nd fix, decoration and tiling, tiling, sanitary installation sanitary installation Stair 2 : 3rd fix M&E, Balustrading and Second floor power on/ heat on First floor 2nd power on/ heat on handrails, fix joinery Third floor : Internal finishes, M&E, Second floor : Internal finishes, M&E, fire stopping, suspended ceilings, fire stopping, suspended ceilings, External panels all levels Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary installation Shuttering Facing brickwork levels Third floor powerallon/ heat on Second floor power on/ heat on Fourth floor : Internal finishes, M&E, Third floor : Internal finishes, M&E, fire stopping, suspended Corten steel all levels ceilings, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary Curtain wallinginstallation all levels Fourth floor power on/ heat on Third floor power on/insulation, heat on Roof parapets, deck, Fifth floor : Internal finishes, M&E, fire Fourth floor : Internal finishes, M&E, outlets, sedum roof stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st 1st building and 2nd air fix,test decoration and tiling, Joinery 1st and 2nd fix, decoration and sanitary installation Ground floor : Internal finishes, M&E, tiling, sanitary installation Fifthstopping, floor power on/ heat on fire suspended ceilings, Fourth floor power on/ heat on Sixth floor Internal finishes, M&E, fire Joinery 1st :and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery tiling, sanitary installation stopping, suspended ceilings, Joinery 1st and 2nd decoration andontiling, Ground floorfix,power on/ heat 1st and 2nd fix, decoration and tiling, sanitary installation First floor : Internal finishes, M&E, fire sanitary installation Sixth floorsuspended power on/ceilings, heat onJoinery stopping, Fifth floor power on/ heat on 1st and 2nd fix,Joinery, decoration and tiling, Stair 1 : M&E, Decoration, Sixth floor : Internal finishes, M&E, fire sanitary installation suspended ceiling, Balustrading stopping, suspended ceilings, Joinery First floor power on/ heat on air Finaland testing anddecoration commissioning, 1st 2nd fix, and tiling, Second floor : Internal finishes, M&E,

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

Current stage: 3/F & 4/F construction

The programme has slightly delayed causing by changing the method of pouring concrete slabs. As the design follows the Equality Act , it should includes access for disabled for them to fully access the building. Therefore, the design incorporates ramps on levels. Therefore, they need to pour the concrete with level changes. The original plan of pouring is from the front to the back. However, due to the uncertainty of the structure antiquity of existing building and the courtyard area, the pouring method need to change to pouring from the back to front. This way requires putting more shuttering in and makes the process of finishing this task longer, leading to a delay of their work. They are now aiming to get the programme back on time in Christmas period as the students have vacation and they can fully do their work without affecting the operation of schools.

190 1in12

A A

FIRST FLOOR LEVEL STRUCTURAL PLAN

Confetti New building

FIRST FLOOR LEVEL FINISHES PLAN

Confetti New building

PROJECT NUMBER

SCALE

DAT

2588

1:25 @ A1

DRAWING NUMBER

REVISION

STATUS

318

Preliminary

The ramp is designed to connect the existing HE building and the new Confetti building as they have difference in the height of levels.

This drawing is copyright and remains the property of Allan Joyce Architects Lt Generally do not scale drawings. All dimensions to be checked on site.

ID 112

Shuttering

The design knocks through all the floors , except 1st floor and the ramp unlocks extra 160 square metres to the new building and forming 2400 square metre in total.

First Floor 38.930

130

1in12

Moved 2F & 3F details to dwg no. 320. Added Stud details. Added section CC.

DESCRIPTION

Architects, Landscape & Interior Design

First Floor 39.060

TA 2.27

First Floor 39.060

31-08-17

REV. DATE

SP 1.45

To link the existing with the new, the construction just required cutting holes on existing walls for entrances. This reduces the cost of the project in making use of the usable materials on site.

UP 1560

First Floor 38.930

1200

SH 0.95 HH 2.17

ID 112

SH 0.95 HH 2.17

16-20 Bath Street, Nottingham NG1 1DF T

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

SP 1.37

Existing HEC building A

Confetti Media Group

F Open entrance from existing walls

SP 1.45

PROJECT

Confetti CQ Campus

General Notes

DRAWING

to be confirmed on site prior to commencing any fabrication. GF- All&dimensions 1F Ramps Details

Existing HEC building A

- Top of all handrails to be 1000mm min. above pitch line of ramps and above finished landing level. - All handrails to be nominal 40mm satin stainless steel. PROJECT DATE SCALE - Wall NUMBER handrails to be supported on stand off wall brackets; continuous around half landings; extend 300mm past top and bottom of ramps and be returned to wall.

2588 FIRST FLOOR LEVEL STRUCTURAL PLAN

FIRST FLOOR LEVEL FINISHES PLAN

Confetti New building

Existing HEC building

1560 1000

uilding N

1in12

First Floor 38.930

1:25 @ A1

Jun-17

DRAWING NUMBER

REVISION

STATUS

318

Preliminary

MLD

PARTITION Wall Type - K10/115 2x12.5mm SoundBloc Metal Studs at 600mm centres This drawing is copyright and remains the property of Allan Joyce Architects Ltd in the cavity 100 Rockwood RW360 insulation 2x12.5mm SoundBloc Generally do not scale drawings. All dimensions to be checked on site.

First Floor 39.060

Rigid sheet flooring over ramp landing structure supported on Timber Frame at 450cc 2no.Timber Floor Joists At Edge

600

SECTION AA FIRST FLOOR LEVEL

Solid Wall Balustrade 12.5mm Plywood Green Wall as specand ref 12.5mm Q37.125plasterboard and skim Timber studs to suit balustrade width at 600mm c/cs 12.5mm and 12.5mm plasterboard and skim LivePanel,Plywood Living Green Wall 102.5 Black Brick 50mm cavity 100mm Benchmark Quadcore Karrier Pane 100mm 'Tarmac Hemelite' 100mm fairfaced medium density blockwork

Ramps and Floor structure to be coordinated with SE

4.4

WALLS

GABLE END WALL

As not all of the building is linked to the existing building of Confetti or the HE building internally, there are walls separating them and there is a need to construct a gable ended wall to seal the gap between the existing and the new in order to avoid water slipping though the voids. Concrete is filled with reinforcement bars and shuttering is used to consolidate the form until it is completely dry.

Reinforcement mesh

Pouring concrete

Allow the concrete to dry

Internal shuttering bracing

450

3047.5

Apex CH 3.85

MLD MLD

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

MLD MLD MLD MLD MLD MLD

REV. DATEX210 DESCRIPTION

STAIR 2

U/S 2.19

314

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings ID 212 to drawings Amendments Amendments to drawings Second Floor Amendments to drawings 42.320 U/S 2.15

F E D C B A

30/05/17 Amendments to HEC stair 2 following the SE info 12/05/17 Amendments to drawings following 1847 the Topo Survey and SE info 41.22

41.25

CH 2.43

HH 2.88 SH 0.77

CH 3.05

Apex CH 3.81

41.37

3947.5(17 1/2 bricks)

420

450

H CH 2.50 G

Wheelchair Refuge

X211 STAIR 2 LOBBY

2707

Lift

U/S 2.81 Col 12

41.30

41.36

U/S 2.98

Green Wall as spec ref Q37.125 U/S 2.81 Col

LivePanel, Living Green Wall 102.5 Black Brick 50mm cavity 100mm Benchmark Quadcore Karrier Pane 100mm 'Tarmac Hemelite' 100mm fairfaced medium density blockwork

As the building is not constructing in traditional stud work system, it allows the internal of the building starts early in order to keep the programme on track. The partitions are now in the process of filling insulations.

Wall Construction - Brickwork Outer / SFS Inner 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Rainscreen Insulation 12.5 Knauf Windliner Sheathing Board 150mm SFS Zone, Filled with Rockwool RW45 Batts 25mm Battens to form Service Void 12.5mm Plywood and 12.5mm Sound Board and skim + exposed concrete columns

SHEAR WALLS

AVCL

The shear walls are constructed in concrete and it is used to resist lateral loads that mostly caused by wind. It will be clad with corten steel externally to form a uniformed external visual.

www.allanjoycearchitects .co.uk

CLIENT U/S 2.81 Confetti Media Group

PROJECT

Confetti CQ Campus DRAWING

Second Floor GA Wall Types and Setting Out SHEAR PROJECTWALLS NUMBER

2588

HH 2.36 SH 1.16

PARTITIONS

design@allanjoycearchitects .co.uk

TA 2.92

ID 001, etc W001, etc ED01, etc IS01, etc

PARTITION Wall Type - K10/115 2x12.5mm SoundBloc Metal Studs at 600mm centres 100 Rockwood RW360 insulation in the cavity 2x12.5mm SoundBloc

40mm Deep Corten Cassettes 35mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Rainscreen Wall Construction - Corten Outer Insulation / SFS Inner 12.5 Knauf Sheathing Board 40mm DeepWindliner Corten Cassettes 150mmAirSFS Zone, withRails Rockwool Batts 35mm Gap withFilled Vertical on HHRW45 Brackets 25mm Battens to form Service Void 150mm Rockwool DuoSlab Rainscreen Insulation 12.5mm Plywood and Sheathing 12.5mm Sound 12.5 Knauf Windliner Board Board and skim + exposed concrete columns 150mm SFS Zone, Filled with Rockwool RW45 Batts 25mm Battens to form Service Void 12.5mm Plywood and 12.5mm Sound Board and skim + exposed concrete columns Wall Construction - Corten Outer / RC Wall Inner 40mm Deep Corten Cassettes 35mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish

SP 2.49

0115 950 7161

1492

CH 2.98

Plant Room External Wall 100mm fairfaced medium density blockwork - F10/225 10mm clear residual cavity Existing Wall Confetti 100mm Kingspan Kooltherm K106 Cavity Board Insulation to be agreed with Structural Engineer 100mm medium density blockwork - F10/225 K 10/185fairfaced plasterboard + skim as dabs onto RC wall

0115 841 8418

HH 2.99 SH 0.84

Key Walls

HH 2.88 SH 0.77

600

PROPOSED SECOND PLAN -1:50 Wall FLOOR Construction GA - Corten Outer / SFS Inner

AVCL

201

1646

U/S 2.81

LivePanel, Living Green Wall 102.5 Black Brick 50mm cavity 100mm Benchmark Quadcore Karrier Pane 100mm 'Tarmac Hemelite' 100mm fairfaced medium density blockwork FFL 42.16

CH 3.05

3562

16-20 Bath Street, Nottingham NG1 1DF

HH 2.99 SH 0.84

2304

CH 2.45

CH 2.98

4959

Architects, Landscape & Interior Design

41.32

HH 2.99 SH 0.84

HH 2.88 SH 0.77

CH 3.05

6128

C 222

ID 211

Wall Construction - Brickwork 102.5 Black Brick as F10/110, 50 50mm Air Gap with Brick Ties and 150mm Rockwool DuoSlab Rainsc Exposed concrete finish Existing Wall HE Centre

SCALE

1:50 @ A1

PARTITIONS DATEExisting Solid brick wall 215mm

25mm cavity Existing Walldepth HE Centre Metal studs at 600mm centres 215mm Existing Solid brick wall- K 12.5mm Plasterboard 25mm cavity depth

Jul-16

DRAWING NUMBER

REVISION

STATUS

203

Construction MLD

Metal BY studs at 600mm centres - K 12.5mm Plasterboard Terrace External Wall 102.5 Black Brick as F10/110 6 50mm Terracecavity External Wall 100mm Benchmark This drawing is copyright and remains the property of Allan Joyce Architects 102.5LtdBlack Brick asQuadcore F10/110 Ka 6 100mmcavity fairfaced medium density 50mm Generally do not scale drawings. All dimensions to be checked on site. 100mm Benchmark Quadcore Ka

100mm fairfaced medium density

Plant Room External Wall 100mm fairfaced medium density 10mm clear residual cavity 100mm Kingspan Kooltherm K10 100mm fairfaced medium density

3040

CH 3 .07

CH 2 .49

CH 3 .03

SH 0.81 HH 2 .93

U/S 2.78

1in12

Second Floor 42.320

SH 0.82 HH 2.95 CH 3.03

3040

18/09/17 Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1

K J II H G

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

Change to the slab edge following the SE info Amendments to drawings following the Cladding info Change to the 1st floor cafĂŠ/kitchen area Amendments to HEC stair 2 following the SE info Amendments to drawings following the Topo Survey and SE info

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings Amendments to drawings Amendments to drawings Amendments to drawings

REV. DATE

DESCRIPTION

3783

Current stage: In process Real process Architects, Landscape & Interior Design

SH 0.88 HH 2.97

CH 2.85

126

16-20 Bath Street, Nottingham NG1 1DF

4959

0115 841 8418

design@allanjoycearchitects .co

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group

SH 0.88 HH 2.97

Existing Wall Confetti Insulation to be agreed with Structural Engineer K 10/185 plasterboard + skim as dabs onto RC wall

Top soil strip, dig, Piling, floor : Internal finishes, M&E, fire Corten steel allreduce levels 30 First Handrail and guarding to extend 300mm beyond first Lift pit foundation 21 Ground stopping,beams, suspended ceilings, Joinery riser X PARTITION Wall Type - K10/115 X 1st andframe, 2nd fix, decoration and tiling, Insitu PCC stairs between 31 Curtain walling all levels 8 2x12.5mm SoundBloc 600 ID 111 Handrail landing.centres sanitary 36 Metalcontinuous Studs ataround 600mm floors upinstallation to roof deck 22 Wheelchair 1400 100 Rockwood RW360 insulation in the cavity Roof parapets, deck, insulation, Refuge 37 First floor power on/ heat on 2x12.5mm SoundBloc contrasting nosings as spec sedum: Internal roof finishes, M&E, 32 outlets, L30.250B to treads and risers Second floor lift shaft and roof ID 114 ID 001, etc 23 shown shaded - Internal Door Codes (Refer to drawing 320) 1st building air test 33 Steelwork fire stopping, suspended ceilings, - Window Codes (Refer to drawings 322-323) Alterations to existing building, roof W001, etc ID 113 Green Wall as specCodes ref Q37.125 ED01, etc - External Door (Refer to drawings 323) Ground1st floor finishes, M&E, Joinery and: Internal 2nd fix, decoration and 1272 2678 IS01, etc - Internal Screene Codes (Refer to drawings 321) protection 24 LivePanel, Living Green Wall fire stopping, suspended ceilings, sanitary installation First Floor38 Plan tiling, C 102.5 Black Brick 2 :1st Ist and fixpower M&E, dryline 50mm cavity Joinery 2nd fix, and Second floor on/decoration heatwalls, on mist 39 Stair 100mm Benchmark Quadcore Karrier Pane 25 tiling, sanitary installation 34 coat Third floor : Internal finishes, M&E, 100mm 'Tarmac Hemelite' 100mm fairfaced medium density blockwork ID 017 E 23/06/17 Balustrade system added, step positions MLD Extend handrail 300mm min from first Ground floor suspended power on/1400 heat on step 35 fire stopping, ceilings, amended to align balustrade D 15/06/17 LGF plan added & dimensions amended MLD Stair 2 :1st 2nd fix 2nd M&E,fix, decoration X X C 30/05/17 Amendments to drawings following the SE info MLD First floor : and Internal finishes, M&E, fire Joinery decoration and B 12/05/17 Amendments to drawings following the Topo MLD ED 14 staircase, suspended ceiling decoration 26 Survey and SE info stopping, suspended ceilings, Joinery sanitary installation 40 tiling, A 10/5/17 Floor levels amended MLD 1st and 2nd fix, decoration and tiling, heat on300 41 Third floor power on/ REV. DATE DESCRIPTION BY 300 sanitary installation 36 Stair 2 :floor 3rd fix M&E, Balustrading Fourth : Internal finishes, M&E, IDand 019 Firststopping, floor 2nd power on/ heat on 37 handrails, fix joinery 27 fire suspended ceilings, Second 1st floor : Internal M&E, Joinery and 2nd fix, finishes, decoration and ID 018 1272 2678 Architects, Landscape & Interior Design fire stopping, suspended Ground Floor tiling, sanitary installation 42C PlanExternal panels all levels ceilings, 28 16-20 Bath Street, Nottingham NG1 1DF Joinery floor 1st and 2nd fix, 43 Fourth power on/ decoration heat on and T 0115 841 8418 E design@allanjoycearchitects .co.uk F 0115 950 7161 W www.allanjoycearchitects .co.uk tiling,floor sanitary installation 38 Fifth : Internal finishes, M&E, fire 29 Facing brickwork all levels CLIENT Second floor power on/ heat Joinery on 39 stopping, suspended ceilings, Confetti Media Group Third Internal finishes, M&E, 1st andfloor 2nd :fix, decoration and tiling, X X steel all levels ceilings, 30 fire stopping, suspended PROJECT sanitary installation 44 Corten Confetti CQ Campus Joinery 1stpower and 2nd decoration and 45 Fifth floor on/fix,heat on 460 tiling, floor sanitary installation 40 Curtain walling all levels 31 Sixth : Internal finishes, M&E, fire DRAWING Stair 2 - HEC Third floor power on/ heat on 41 stopping, suspended ceilings, Joinery Roof parapets, deck, insulation, Footing as SE information Fourth : Internal finishes, 1st and floor 2nd fix, decoration andM&E, tiling, sedum roof 32 outlets, PROJECT NUMBER DATE SCALE 1272 sanitary 2678 2588 1:25/1:50 @ A1 Jan-17 fire stopping, ceilings,4654 46 installation 1st building airsuspended test 33 DRAWING NUMBER REVISION STATUS BY Joinery 1st power and 2ndon/ fix,heat decoration and 47 Floor Sixth on Lower Ground Plan floor 314 E Construction MLD Ground floor : Internal finishes, M&E, sanitary installation 42 tiling, Stair 1 : M&E,suspended Joinery, Decoration, This drawing is copyright and remains the property of Allan Joyce Architects Ltd fire stopping, ceilings, Fourth floorceiling, power on/ heat on 43 suspended Generally do not scale drawings. All dimensions to be checked on site. 48 Joinery 1st and 2ndBalustrading fix, decoration and Fifth floor : Internal finishes, M&E, fire Final testing and commissioning, air 34 tiling, sanitary installation stopping, suspended ceilings, Joinery 49 Ground testing, final andon/ snag floorclean power heat on 35 1st and 2nd fix, decoration and tiling, First floorlandscaping, : Internal finishes, External snag andM&E, cleanfire 44 sanitary installation 50 stopping, externals suspended ceilings, Joinery 45 Fifth floor power on/ heat on and 2nd fix, decoration and tiling, 51 1st PRACTICAL COMPLETION Sixth floor : Internal finishes, M&E, fire 36 sanitary installation stopping, suspended ceilings, Joinery March April 52 Month/year May June July August Sept 37 First floor power on/ heat on 1st and 2nd fix, decoration and tiling, Second floor : Internal finishes, M&E, 7

1184

U/S 2.71

Refer to detail on drawing 319

ID 211

2176

U/S 2.71

U/S 2.58

1in12

CH 3 .01

126

CH 2 .85

SH 0.81 HH 2 .93

Wheelchair Refuge

Wheelchair Refuge 19

SH 0.71

U/S 2.58

SH 0.82 HH 2 .95

CH 3 .03

ID 319 17

SH 0.81 HH 2 .93

SH 0.95 HH 2 .17

Generally, concrete stairs and associated guarding / handrails / noising all as spec ref : L30.250B

2678

3011 1184

SH 0.88 HH 2.97

U/S 2.93

SH 0.82 HH 2 .95

Third Floor 45.464

1512

SH 0.86 HH 2.03

3040

SP 2.23

6467

224

A 220 B 221

SH 0.82 HH 2 .95

CH 3 .03

GENERAL NOTES

Wheelchair Refuge

U/S 2.27

DH 2.05

C 222

eq.

X017 PLANT ROOM 30 m2

Ground Floor 35.048

32.78

PROJECT

Confetti CQ Campus 60 minutes fire resistance Wall

Plasterboard on dabs to achieve min 60 minutes fire rating Existing wall

CH 3.03

Balustrades went wrong 3 weeks before delivery, and it is not able to get other supply or manufacture on site on time (now just M&E). 15

DRAWING

Ground Floor GA Wall Types and Setting Out PROJECT NUMBER

SCALE

2588

1:50 @ A1

DRAWING NUMBER

REVISION

STATUS

201

Construction M

Generally do not scale drawings. All dimensions to be checked on site.

Ground Floor 35.630

163

1400

point

DH 2.05

FFL 35.63

THL 35.64

U/S 2.27

SH 0.82 HH 2.95

This drawing is copyright and remains the property of Allan Joyce Architects

20 steps (163.5mm)

U/S 2.58

503.5

W 10

W 11

1800

X ID 314

ID 313

ID 314 1

FFL 39 .01

20 steps (165.5mm)

H103 .61 SCH 2

165.5

SP 1 .37

CH 3.36

Col

U/S 2.78

SP 1 .37

SH 0.19 HH 3.03

eq.

221

STN/146 39 .07

39.060

Exposed fasteners shall be of same materials, color and finish as material to which applied. Exposed surfaces throughout project shall have same inherent texture and color for similar locations.

inner face strings

37.917

21 steps (163.3mm)

U/S 2.78

not Extents ed survey

Work in every weekends before Christmas work to get the staircase done before linking of the old and new building. CH 2.52

Ground Floor 35.630

FFL

SH 0.19 HH 3.03

Attempts

1400

CH 3.36

468.5

SH 0.88 TA 2 .95

FFL 39 .06

450

HH 1 .92 SH 1.09

Win/A SH 2.04

ID 318

CH 2 .99

522

C105 CH 3 .02

Ceil 40 .88

SH 0.87 TA 2 .94

FFL 38 .23

ID 312

ID 311

CH 2 .99

522

38 .26

HH 1 .92 SH 1.09

STN/108 38 .36

FFL

SH 0.90 HH 2 .53

38 .36

DH 2 .00 Win/A SH 2.05 HH 2 .53

DH 2 .02

SH 0.86 TA 2 .94

STN/109 38 .27

38 .27

FFL 38 .23

ID 310

ID 315

W 01

FFL 39.08

503.5

TA 2 .89 SH 0.81

HH 2 .99 SH 0.79

DH 2 .02

FFL 38 .28 SH 0.91 HH 1 .96

DH 1 .96

Floor Slope 38 .31

220 A

DH 1 .95

CH 3 .26

38 .24

U/S 41 .09

ID 316 W 12

DH 2 .06

STN/110 38 .23

ID 313

ED 04

TA 2 .23 FFL 45 .54

U/S level 41 .06

ID 307

Col

FFL

ID 308 IS 303

Col

STN/129 39 .72

IS 302 ID 309

SP 1 .66

U/S 2.94

ID 306

6128

Roof parapets, F deck, insulation, ID 212 finishes Stair 2 : sedum 3rd fix roof M&E, Balustrading and outlets, handrails, 2nd joinery 1st building airfix test

40 .30

SP 1 .37

16 32 27 33

U/S 2.01

40 .89 Ceil

ID 305 ID 302 3

IS 301

04/01/18 Amendments to substation and meeting room layout

to substation layout May 3 NJune19/12/17JulyAmendments August Sept M 08/11/17 Amendments to substation layout

ID 301

April

First Floor 39.060

Insertion

2678

Problem

Existing Wall HE Centre 215mm Existing Solid brick wall 25mm cavity Existing Walldepth HE Centre Metal studs at 600mm centres 215mm Existing Solid brick wall- K10/165A 12.5mmcavity Plasterboard 25mm depth

STN/142 35.51

03 319

FFL 39.04

STN/143 39.04

Second Floor Plan Wall Construction - Brickwork Outer / RC Wall Inner C 102.5 Black Brick as F10/110, 50mm cavity 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish

New columns as Structural Engineers specification shown dotted

1272

319

7718

319

40.690

Third Floor Plan

Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

Wall Construction - Brickwork Outer / SFS Inner 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 Knauf Windliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 1400 25mm Battens to form Service Void inner face strings and 12.5mm GB Plasterboard and skim + exposed concrete columns 12.5mm Plywood

SP 1 .45

1272

March

CH 3.03

AVCL

ID 303

CH 3 .06

CONFETTI

ID 304

16 17

HH 2.99 SH 0.84

All exposed steel to be painted as spec M60.150B

42.320

ID 317

IS 304

Sanitery goods, Landscapingvoid supported by Current1718stage is programme Ground floor :just Internal a finishes, M&E, External panels all levels ceilings, 28 Construction fire stopping, suspended on site 06-05-2017 19 Startsteel temporary Joinery 1st and columns 2nd fix, decorationas and the staircase has not Site possession, cabins and welfare, Facingsanitary brickwork all levels 29 tiling, installation 34 arrived.2035 Signage 10 on Ground floor power on/ heat

New beams as Structural Engineers specification

CH 2.98

319

Feb

215

IS 305A

Third Floor 45.464

HH 2.99 SH 0.84

FFL 35.47

AVCL

inner face strings 30mm Deep Corten Cassettes 69mm Air Gap with Vertical Rails on HH Brackets 43.975 150mm Rockwool DuoSlab Insulation Wall Construction - Corten Outer / SFS Inner 12.5 Knauf Sheathing Board 30mm DeepWindliner Corten Cassettes * 150mmAirSFS Zone, withRails RW45 Insulation 69mm Gap withFilled Vertical on HH Brackets 25mm Battens to form Service Void 150mm Rockwool DuoSlab Insulation 12.5mm Plywood and Sheathing 12.5mm GB Plasterboard and skim + exposed concrete columns 12.5 Knauf Windliner Board 150mm SFS Zone, Filled with RW45 Insulation 25mm Battens to form Service Void 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns Wall Construction - Corten Outer / RC Wall Inner 30mm Deep Corten Cladding Panel 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish

Jan

W 02 11

TA 2 .27

1400

Key Walls

W 14

W 09

FFL

X Wall Construction - Brickwork Outer / SFS Inner HH 2.05 102.5 Black Brick as F10/110 SH 0.87 7 6 Ground Floor 50mm Air Gap with Brick Ties and Support Brackets 1400 35.440 DH 2.05 150mm Rockwool DuoSlab Insulation HH 2.05 0.87 SHBoard Vinyl finish as drawingsUP 401 to 406 to surface of treads12.5 Knauf Windliner Sheathing with min 55mm wide contrasting nosings as spec 150mm DH SFS 2.05 Zone, Filled with RW45 Insulation L30.250B 190 25mm Battens to form Service Void 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns 1in12

Wall Construction CortenPLAN Outer / SFS Inner PROPOSED GROUND FLOOR - GA -1:50

D 301

SP 1 .45

300

H101

U/S 3.14

Old

Dec

W 13

.62 SCH 2

1492

C 222

F 300

FFL 39 .04

164645.464

FFL

3562 SCH 2.

FFL 35.44

C 222

2279

Ground Floor 35.630

As the stairs is linked to the old and new building, it is * the main escape Therefore, it needs to connections,for Frame,fire. Cladding, coat route 25 Stats 14 Corten steel all levels 30 M&E be wide and bigRoof to allow the capacity that they G installation, Stairenough 2finishes, : 2nd fixLift M&E, decoration 223 and external doors 15 staircase,walling suspended ceiling decoration 26 Windows Curtain all levels 31 expect to growInternal to in 2021,2022 to evacuate safely. partitions, Wall and ceiling HH 2.19 SH 0.46

Infilling opening

CH 4.46

Handrail and guarding to extend 300mm beyond first step

Col

ID 018

U/S 1.39

stage 4 11 lift shaft and roof 23 Steelwork 1400 Subcontractor 12 procurement External panels all levelsbuilding, roof 28 Alterations to existing Enabling works, Site set up, Service 24 protection ID 319 disconnetions, Groundworks, Piling 13 Facing all dryline levels walls, 29 Stair 2 brickwork : Ist fix M&E, mist 10

allery H002 G CH 2.99

50 *

Lift

Ed Ec Eb

39 .08

ID 019

U/S 2.76

H003

X010 STAIR 2

3947.5(17 1/2 bricks)

STN/143 39 .04

X011 STAIR 2 Steel stairs to Structural Engineer's details LOBBY

1135

2597.5

CH 3 .03

Beams stairs to Structural Engineer's details

Nov

ED 03

CH 2.99

* *

2678

CH 2.76

35.47

point

1272

Oct

3311

.90 SCH 4

2017 2018

Ground Floor 35.630

2806

38 .23

August X020 Sept MTG 3 9 m2

HH 2 .87 SH 0.80

X014 SERVER 16Ground m2 Floor 35.048

.33 SCH 4

July

38 .21

June

Ceil 41 .10

AprilX004May MTG 2 8 m2

Wall 1 .29h

ID 010

NEW IS 004

38 .22

FFL 35.63

Existing half truss removed to Structural Engineer's details

NEW ID 021

ID 012

HH 2 .87 SH 0.80

THL 35.64

Insertion

2 STN/14 35.51

314

ED 14

1567

5729

Insitu frame, PCC stairs between ID 318 Stair : 3rd M&E, Balustrading and 10 Planning conditions discharge floors2up to fix roof deck 22 handrails, 2nd structural fix joinery and 1010 27 Architectural, civil to

Ground Floor 35.630

2000

32.86

ID 017

124

Ground Floor 35.048

2810

25 Site possession, cabins and welfare, 7 coat Tender addendum information 20 Signage 5 Stair soil 2 : 2nd fixreduce M&E, decoration Top strip, dig, Piling, 8 Contract appointment Balustrade returned to wall along top landing. U/S 2.37 suspended ceiling decoration 26 9 staircase, Technical DesignLift stage Ground beams, pit foundation 21

628

2707

837

Wheelchair Refuge

1010

753

3153

1736

U/S 3.49

1987

100

U/S 4.30

1010

X018 NEW (86m2

Ground Floor 35.048

1874

157

1400

250

1400 inner face strings

1400inner face strings

758

DH 2.04

1400inner face strings

794

2000

IS 003

1736

753

600 800

420

400

New 1

X015 COMMS 13 m2

221 B

221

ID 016

35.630

1732

ID 011 doors IS 002 Insitu frame, stairs between andPCC external 15 2 Windows floors up to roof deck 22 Mechanic al Internal partitions, Wall and ceiling 3 riser 16 finishes 4 Month/year March Steelwork lift shaft andX002 roof 23 X012 ID 015 MTG 1 clnrs Alterations to existing roof Sanitery goods, Landscaping 17 5 Task 9building, m2 cpbd Construction programme 18 protection 24 62 Tender programme 3m Start 2on: Ist sitefix06-05-2017 19 Stair M&E, dryline walls, mist 124

422 1095

35.61

1135

Confetti

1094

191

3436

Site possession,Groundworks, cabins and Piling 13 disconnetions, Eb welfare, 20 Signage Stats connections, A Frame, Cladding, 1235 2000Piling, strip, reduce dig, M&Esoil1215 14 Top 1 beams, Lift pit foundation 21 Ground Roof finishes, Lift installation,

ID 014 1010

378

ID 009 X018 X003 Ec Staff OFFICE Corridoor 34 m2 Ground Floor Ground Floor 34.740 B C D E11891 F G H I J K L M N O P Q R S T U V35.630 W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC Ground Floor

Wheelchair Refuge

ID 013 1736

287

2339

1200 400 800

Indicative location of reception desk by others

312

Architectural, structural and civil to Sanitery stage 4 goods, Landscaping Construction Subcontractorprogramme procurement Start on site 06-05-2017 Enabling works, Site set up, Service

17 11 18 12 19

riser

7340

s) 4 1/2 brick

4.5

16 10 finishes Planning conditions discharge

7752 .5(3

10932

1930

S TA I R

W 01

630

Secure line

Handrail and guarding to extend 300mm beyond first step

974

2278

U/S 1.93

1400

Section XX All dimensions and levels subject to check site measurement

163.3

First tread and quarter landing to be formed in timber

+0.05

35.957 35.630

CH 2.49

CH 2.46

inner face strings

33 Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

41.964

C O U RT YA R D

4.6

This makes use of the design of the building in Role in the building design Timber Structure to be confirmed following • The only external space and smoking area X102 KITCHEN

X105 • Outdoor seating for cafe area COMPUTER SUITE

construction process to make construction more convenient. It shows that the design itself can incorporate with the construction process for temporary purposes. 3111

details from SE

First Floor 38.930

Caterliver deck on first floor

X004 MTG 2

Same as ground Floor (Type 12) but on Precast concrete Plank to Structural Engineer's details

X014

• Allow space to insert cantileverSERVER deck to shift and lift things Detail S - 301

Ground Floor 38.568

• Allow workers to move materials easily upwards, saving more time and become more efficient

Lift up

Role in the construction process

Detail V - 301

3235

SSL 38.558

Ground Floor 35.048

Ground Floor 34.770

Temporary space for gathering materials Detail Z - 301

4.7

E XTERNAL

lift shaft and roof 23 10 Steelwork Planning conditions discharge Alterations to existing building, Architectural, structural and civilroof to protection 24 stage 4 11 12 Stair Subcontractor procurement 2 : Ist fix M&E, dryline walls, mist 25 coat Enabling works, Site set up, Service 13 disconnetions, Groundworks, Piling A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC Stair 2connections, : 2nd fix M&E, decoration Stats Frame, Cladding, staircase, suspended ceiling decoration 26 14 M&E 1 Roof finishes, Lift installation, 2 : 3rd fixexternal M&E, Balustrading and Windows and doors 15 2 Stair 2nd fix joinery 27 handrails, Internal partitions, Wall and ceiling 3 2017 2018 16 finishes 4 Month/year March April May June July August Sept Oct Nov Dec Jan Feb March April May June July August Sept 28 External panels all levels

E N V E LO P E & S TA I R 1 Confetti

Sanitery goods, Landscaping 17 5 Task Construction programme 18 Facing brickwork all levels 29 6 Tender programme 19 Start on site 06-05-2017 Site possession, cabins and welfare, 7 Corten Tender addendum information steel all levels 30 20 Signage Top soil walling strip, reduce dig, Piling, 8 Curtain Contract appointment all levels 31 9 Technical DesignLift stage Ground beams, pit foundation 21 Roof parapets, deck, insulation, Insitu frame, PCC sedum roofstairs between 32 outlets, 10 discharge floors upconditions to air roof deck 22 1st building test 33 Planning 11 23 12 24 34 13 35 25 14 36 15 26 37 16 27 17 38 18 28 39 19 29 20 40 30 21 41 31 22 32 42 23 33 43 24 25 34 44 35 45 26

Architectural, and civilM&E, to Ground floor :structural Internal finishes, stage 4 Steelwork lift shaft and roof fire stopping, suspended ceilings, Subcontractor procurement Alterations to existing roofand Joinery 1st and 2nd fix,building, decoration Enabling works, Site set up, Service protection tiling, sanitary installation disconnetions, Groundworks, Piling Ground floor on/ heat on Stair 2 : Ist fix power M&E, dryline walls, mist Stats connections, Cladding, First : InternalFrame, finishes, M&E, fire coat floor M&E stopping, suspended ceilings, Joinery 1st and decoration and tiling, Roof installation, Stair 2finishes, : 2nd 2nd fix, fixLift M&E, decoration sanitary Windows and external doors staircase,installation suspended ceiling decoration First floor power on/ heat Internal partitions, Wall andonceiling Second floor : Internal finishes, M&E, finishes Stair 2 : 3rd fix M&E, Balustrading and fire stopping, suspended ceilings, handrails, 2nd fix joinery Joinery 1st and 2nd fix, decoration and Sanitery goods, Landscaping tiling, sanitary installation Construction programme External panels all levels Second floor power on/ heat on Start on site 06-05-2017 Third floor : Internal finishes, M&E, Site possession, cabins and welfare, Facing brickwork all levels fire stopping, suspended ceilings, Signage Joinery 1st and 2nd fix, decoration and Top strip,allinstallation reduce tiling,soil sanitary Corten steel levels dig, Piling, Ground beams, Lifton/ pit heat foundation Third floor power on Fourthframe, floor :PCC Internal finishes, M&E, Insitu stairs between Curtain walling all levels fire stopping, suspended floors up to roof deck ceilings, Roof parapets, insulation, Joinery 1st and deck, 2nd fix, decoration and outlets, sedum roof tiling, sanitary installation Steelwork lift shaft and 1st building test on/ roof Fourth floorair power heat on Alterations to existing building, roof Ground floor : Internal finishes, M&E, Fifth floor : Internal finishes, M&E, fire protection fire stopping, suspended ceilings, stopping, suspended ceilings, Joinery Stair 2 :1st Ist and fix dryline walls, mist Joinery 2nd fix, decoration and 1st and 2nd fix,M&E, decoration and tiling, coat tiling, sanitary installation sanitary installation Ground floor power Fifth floor power on/ on/ heatheat on on Stair 2floor : 2nd fix M&E,finishes, decoration First floor :: Internal M&E, Sixth Internal finishes, M&E, fire fire staircase, suspended ceilings, ceiling decoration stopping, suspended Joinery 1st and 2nd fix, decoration and tiling, Stair 2 : 3rd fix M&E, Balustrading and sanitary installation First floor power on/ handrails, fix joinery Sixth floor2nd power on/ heat heat on on Second Internal Decoration, finishes, M&E, Stair 1 : floor M&E,: Joinery, fire stopping, suspended suspended ceiling, External panels all Balustrading levels ceilings, Joinery 1st and 2nd fix, decoration and Final testing and commissioning, air tiling, sanitary installation testing,brickwork final clean all andlevels snag Facing Second floor power on/ heat on External landscaping, snag and clean Third floor : Internal finishes, M&E, externals Corten steel all levels ceilings, fire stopping, suspended PRACTICAL COMPLETION Joinery 1st and 2nd fix, decoration and tiling, sanitary Curtain wallinginstallation all levels Month/year March Third floor power on/insulation, heat on Roof parapets, deck, Fourth floor : Internal outlets, sedum roof finishes, M&E, fire stopping,airsuspended ceilings, 1st building test Joinery 1st and 2nd fix, decoration and Ground floor : Internal finishes, M&E, tiling, sanitary installation fire stopping, suspended ceilings, Fourth floor power on/ heat on Joinery 1st and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, fire tiling, sanitary installation stopping, suspended ceilings, Joinery Ground floor power on/ heat on 1st and 2nd fix, decoration and tiling, First floor : Internal finishes, M&E, fire sanitary installation stopping, suspended ceilings, Joinery Fifth floor power on/ heat on 1st and 2nd fix, decoration and tiling, Sixth floor : Internal finishes, M&E, fire sanitary installation stopping, suspended ceilings, Joinery First floor power on/ heat on 1st and 2nd fix, decoration and tiling, Second floor : Internal finishes, M&E,

The programme of external envelope, including: brickwork and corten steel has delayed. This is due to the delay of the steel frame system programme as the steel frame hold the external claddings. If the frame work has not completed, the claddings are not able to apply on top. Therefore, more details of claddings will be discussed in Chapter 7: Visit 5 & Chapter 8: Visit 6. Stair 1 is a pre-cast concrete staircase that is manufacture by subcontractor and the work on site will only be attaching the staircase on walls and further furnishing. However, the manufacturer has not produced the staircase and delayed the schedule of the installation of stair 1 on site. Therefore, only steel frame are supporting and forming the void for the Stair 1 to fit in. More details will be included in Chapter 7: Visit 5.

Not yet fit in steel frame system for external walls, could not install external claddings 48 28 36 46 37 27 47

38 49 29 39 50 30 51

Supporting the superstructure 40 31 52 with steel frame April May 41 32 53 33 42 43 34 35 44 45 36 37

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

S ITE

VISIT 3

Date: 5 December 2017 Weather: Passing clouds Temperature: 8 °C People on site: 30 to 40

• Project manager

• Contractors

• Workers

• Students and tutors

3 4

2017 2018

Month/year

March

5 Task 6 Tender programme

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

P ROGRAMME

5.1

7 Tender addendum information 8 Contract appointment 9 Technical Design stage

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCGCHCICJ

Confetti

Sanitery goods, Landscaping Construction External panelsprogramme all levels Start on site 06-05-2017

possession, and welfare, Facing brickworkcabins all levels 29 Site 20 Signage soilsteel strip,allreduce Corten levels dig, Piling, 30 Top 21 Ground beams, Lift pit foundation frame, PCC Curtain walling all stairs levels between 31 Insitu 22 floors up to roof deck Roof parapets, deck, insulation, 32 outlets, sedum roof 23 1st buildinglift airshaft test and roof 33 Steelwork Alterations to existing building, roof Ground floor : Internal finishes, M&E, 24 protection fire stopping, suspended ceilings, Stair 2 :1st Ist and fix M&E, dryline walls, mist Joinery 2nd fix, decoration and 25 tiling, sanitary installation 34 coat 35 Ground floor power on/ heat on Stair 2 : 2nd fix M&E,finishes, decoration First floor : Internal M&E, fire suspended ceilings, ceiling decoration 26 staircase, stopping, suspended Joinery 1st and 2nd fix, decoration and tiling, 36 Stair sanitary installation 2 : 3rd fix M&E, Balustrading and 37 handrails, First floor 2nd power on/ heat on fix joinery 27 Second floor : Internal finishes, M&E, fire stopping, suspended panels all levels ceilings, 28 External Joinery 1st and 2nd fix, decoration and 38 tiling, sanitary installation 29 Facing brickwork all levels 39 Second floor power on/ heat on Third floor : Internal finishes, M&E, steel all levels ceilings, 30 Corten fire stopping, suspended Joinery 1st and 2nd fix, decoration and 40 Curtain tiling, sanitary wallinginstallation all levels 31 41 Third floor power on/insulation, heat on Roof parapets, deck, : Internal outlets,floor sedum roof finishes, M&E, 32 Fourth stopping,airsuspended ceilings, 1st building test 33 fire

2017 2018 March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

According to the programme of the contractors, the following tasks should be finished or in progress on 14 November. Tasks are expected finished: • Site possession, cabins and welfare,Signage • Top soil strip, reduce dig, Piling,Ground beams, Lift pit foundation • Steelwork lift shaft and roof • Alterations to existing building, roof protection • Stair 2 : 1st fix M&E, dryline walls, mist coat • Stair 2 : 2nd fix M&E, decoration staircase, suspended ceiling decoration • Stair 2 : 3rd fix M&E, Balustrade and handrails, 2nd fix joinery External panels all levels Task are expected in progress: • Insitu frame, PCC stairs between floors up to roof deck • Facing brickwork all levels • Corten steel all levels • Curtain walling all levels • Roof parapets, deck insulation, outlets and sedum roof Scheduled programme in visit date Real on site programme 37

3215 2017 2018 May

June

July

August Sept

Oct

Nov

Dec

3111

Room Server 3.01 SCH

38.26

FFL 37.76

3235

C105 CH 3.02

U/S 2.4

FFL 37.92

access

DH 2.00

1 STN/11 38.32

FFL 38.29

SCH 2.58

SCH 2.38

DH 2.01

HH 1.92 SH 1.09

DH 1.95

HH 1.92 SH 1.09

Step

FFL 38.12

SH 0.88 TA 2.95 DH 1.95

CH 2.37

5 STN/11 36.46

CH 3.01

SH 0.87 TA 2.94

FFL 38.23 Ceil 40.88

SH 0.86 TA 2.94

CH 2.37

DH 1.95 FFL 38.11

FFL 38.13

DH 1.96

38.12

SCH 2.44

FFL 38.06

DH 1.94

2 STN/11 38.10

Step

4 STN/11 38.04

CH 2.88

SH 0.63 HH 3.05

FFL 38.13

SCH 2.41

beam downstand

CH 2.77

Win/A SH 2.04

X114 NEW RAISED COURTYARD

First Floor 38.568

X102 KITCHEN 24m2

X102 KITCHEN 12 m2

GRAB AND GO

ID 110

x 550 deep

Ground Floor 34.770

ID 108

First Floor 38.930

Mechanical riser

void

9 STN/10 38.27

AREA

300 wide

First Floor X103 38.930 CAFE SERVERY 38 m2

U/S 2.50

NEW COURTYARD

W 07 ADDITIONAL SEATING

First Floor 38.930

Eb Ea

GA Section

NEW DOORS OUT TO

First Floor 38.360

Electrical riser

First Floor 38.930

221 B

422

W 01

ACROSS

200 wide x 1000 high upstand

FFL 38.23

LOW WALL 1100MM HIGH

312

DH 2.02

NEW STEPS

1100MM HIGH

U/S2.1

DRAWING

ED 16

ACCESS

ID 107 LOW WALL

ID 109

1in15

CH 3.26

1in15 First Floor 38.764

First Floor 38.930

SH 0.90 HH 2.53

FFL 38.36

Ground Floor 35.048

1in15

ED 15

First Floor 38.568

IS 101

ID 106

First Floor 38.360

DH 2.00 Win/A SH 2.05 HH 2.53

ID 105

ID 102 3

570

DH 2.02

ID 101

First Floor 38.764

X101 CAFE 151 m2

U/S 2.01

40.89 Ceil

8 STN/10 38.36

X109 STAIR 1 LOBBY

38.27

38.21

STN/11 38.23

First Floor 38.568

W 04

220 A

X104 SEMINAR ROOM 30 m2

ID 104 ID 103

FFL 38.28 SH 0.91 HH 1.96

DH 1.96

U/S 41.09

U/S level 41.06

X106 FEMALE WC

X108 STAIR 1

Floor Slope 38.31

X107 ACCESSIBLE WC 15

310

38.24

U/S 2.94

Limited

Room Server CH 3.34

38.26

OH 2.04

W 02 11

FFL 37.76

TA 2.90 SH 0.82

TA 2.92 SH 0.85

TA 2.89 SH 0.81

HH 2.99 SH 0.79

FFL 40.30

beam

SCH 4.33

downstand

STN/12 39.72

x 550 deep

SCH 4.90

W 06 300 wide

38.23

300

D 301

First Floor 38.930

W 08

4 ID 112

1010

CH 3.03

U/S 2.58

7110

ID 113

125 354 1010

100

New ramp to be constructed by contractor

Col

SH 0.81 HH 2.93

U/S 2.93

Col

CH 2.99

DH 2.05

21 20

DRAWING NUMBE dumb waiter 1100x1100

cupbd

Store 1.54 sqm

Chang S

shaft

39.04

HH 2.83 SH 0.73

recess for drinking tap

Disabled WC + shower

wash

U/S 2.71

Col H104 SCH 2.56

Turning circle

Male WC

COURTYARD

STN/14 39.01

U/S 2.93

CH 3.01

HH 2.83 SH 0.73

221

FFL

SP 1.37

U/S 2.78

23 22

cook

U/S 2.71

CH 3.01

CH 2.49

CH 3.07

TA 2.23

CH 3.06

FFL 39.06

Lounge

26 25 24 16 17

SP 1.37

U/S 2.57

prep

29 28 27

C120 U/S 2.78

FFL 39.07

SH 0.79 HH 2.88

2588

To ConFetti

15 14

FFL 39.01

1010

U/S 2.71

SP 1.37

634

C101

Link to Confetti

DH 2.06

STN/14 39.07

CH 2.99

FFL 39.06

CH 2.99

TA 2.23

DH 2.04

C101/102 LIVE ROOM

SP 1.37

CH 3.03

SP 1.45

CH 3.06

3622

222 A

C110

PROJECT NUMBER

WINDOW

U/S 2.71

Detail Z - 301

First Floor 39.060

TA 2.27

SH 0.82 HH 2.95

100

First Floor 38.930

UP 130 1in12

H103 SCH 2.61

110

Lift

First Floor 39.060

Col

910 333 Wheelchair Refuge

X111 STAIR 2 LOBBY

SP 1.45

248

ID 114

OMIT FULL HEIGHT

ID 111

1031

X110 STAIR 2

SH 0.81 HH 2.93

U/S 2.58

CH 3.01

SH 0.81 HH 2.93

U/S 2.58

CH 3.01

SH 0.81 HH 2.93

314

X112 clnrs cpbd SH 0.95 HH 2.17

SH 0.82 HH 2.95 CH 3.03

2010

600

FFL 39.04

Lift U/S 2.71

Col

U/S 2.81

CH 3.01

Existing door to be relocated

SH 0.81 HH 2.93

DH 2.05

This drawing is copy

HH 2.78 SH 0.68

S14

U/S 2.78

FFL 39.05

CH 3.16

U/S 2.26

U/S 2.96

FFL 39.04

DH 2.05

door blocked

CH 4.85

DH 1.98

No access

CH 3.01

CH 3.02

STN/14 39.03

CH 3.00

W he Re elcha fuge ir

Generally do not sca Stair 1

DH 2.05

46 47 48 49 28 29 30 31

H105 SCH 2.60

Col

S15

FFL 39.03

36 48 37

E 300

W 05

U/S 2.56

HH 2.83 SH 0.73

STN/1 34.68

34 35 46 44 47 45

44 42 45 43

C 222

FFL 39.08

32 33

0115 950 71

Confetti C

Ed Ec U/S 1.39

H102 SCH 2.58

42 40 31 43 41

421

420 B

STN/14 39.04

PROJECT Ee

H101 SCH 2.62

40 38 29 41 39

X014 SERVER

CH 3.03

0115 841 84

Confetti M

Detail V - 301

Same as ground Floor (Type 12) but on Precast concrete Plank to Structural Engineer's details

Ceil 41.10

38 36 39 37 27

CLIENT

Wall 1.29h

Corten steel all levels Construction External panelsprogramme all levels Start on site 06-05-2017 Curtain walling all levels Site possession, cabins and welfare, Facing brickwork all levels Roof parapets, deck, insulation, Signage outlets, sedum roof Top soilsteel strip, Corten levels dig, Piling, 1st building airallreduce test Ground beams, Lift pit foundation Ground floor : Internal finishes, M&E, Insitu frame, PCC Curtain walling all stairs levels between fire stopping, suspended ceilings, floors up to roof deck Joinery 1st and deck, 2nd fix, decoration and Roof parapets, insulation, tiling, sanitary outlets, seduminstallation roof Steelwork lift Ground floor power on/roof heat on 1st building airshaft test and Alterations to existing building, roof First floor : Internal finishes, M&E, fire Ground floor : Internal finishes, M&E, protection stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st and 2nd fix,M&E, decoration and tiling, Stair 2 :1st Ist and fix dryline walls, mist Joinery 2nd fix, decoration and sanitary installation coat tiling, sanitary installation First floor power on/ heat on Ground floor power on/ heat on Second : Internal finishes, M&E, Stair floor 2 : floor 2nd fix M&E,finishes, decoration First : Internal M&E, fire fire stopping, suspended ceilings, staircase, suspended ceiling stopping, suspended ceilings,decoration Joinery Joinery 1st and 2nd fix, decoration and 1st and 2nd fix, decoration and tiling, tiling, sanitary installation sanitary installation Stair 2 : 3rd fix M&E, Balustrading and Second floorS power on/ heat on Detail -fix 301 First floor power on/ heat on handrails, 2nd joinery Third floor : Internal finishes, M&E, Second floor : Internal finishes, M&E, fire stopping, suspended ceilings, fire stopping, suspended ceilings, External panels all levels Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary installation Facing brickwork levels Third floor powerallon/ heat on Second floor power on/ heat on Fourth floor : Internal finishes, M&E, Third floor : Internal finishes, M&E, fire stopping, suspended Corten steel all levels ceilings, fire stopping, suspended ceilings, Joinery 1st and 2nd fix, decoration and Joinery 1st and 2nd fix, decoration and tiling, sanitary installation tiling, sanitary Curtain wallinginstallation all levels Fourth floor power on/ heat on Third floor power on/insulation, heat on Roof parapets, deck, Fifth floor : Internal finishes, M&E, fire Fourth floor : Internal finishes, M&E, outlets, sedum roof stopping, suspended ceilings, Joinery fire stopping, suspended ceilings, 1st 1st building and 2nd air fix,test decoration and tiling, Joinery 1st and 2nd fix, decoration and sanitary installation Ground floor : Internal finishes, M&E, tiling, sanitary installation Fifthstopping, floor power on/ heat on fire suspended ceilings, Fourth floor power on/ heat on Sixth floor Internal finishes, M&E, fire Joinery 1st :and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, fire stopping, suspended ceilings, Joinery tiling, sanitary installation stopping, suspended ceilings, Joinery 1st and 2nd decoration andontiling, Ground floorfix,power on/ heat 1st and 2nd fix, decoration and tiling, sanitary installation First floor : Internal finishes, M&E, fire sanitary installation Sixth floorsuspended power on/ceilings, heat onJoinery stopping, Fifth floor power on/ heat on 1st and 2nd fix,Joinery, decoration and tiling, Stair 1 : M&E, Decoration, Sixth floor : Internal finishes, M&E, fire sanitary installation suspended ceiling, Balustrading stopping, suspended ceilings, Joinery First floor power on/ heat on air Finaland testing anddecoration commissioning, 1st 2nd fix, and tiling, Second floor : Internal finishes, M&E,

16-20 Bath St Ground Floor 38.360

38.22

36 25 34 37 35

July

Architects

HH 2.87 SH 0.80

34 32 23 35 33 24

X105 COMPUTER SUITE

SH 0.82 HH 2.95

31 22

June

HH 2.87 SH 0.80

X004 MTG 2

May

The courtyard area was used as a storage space in the last visit , but now the courtyard is prepared Stair : 3rd fix M&E, Balustrading Frame, Cladding,and coat 2connections, 25 Stats to be constructed. the designed has a raised handrails, 2ndAs fix joinery 27 M&E 14 Ground Floor Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration 38.568are inserted in courtyard, 152826steel beams and columns Windows and external doors External panels all levels staircase, suspended ceiling decoration Internal partitions, Wall and ceiling the courtyard area and ready for putting pre-cast 16 Stair 2 brickwork : 3rd fix M&E, Balustrading and Facing all levels 29 finishes handrails, 2nd fix joinery concrete on2717 top as the floor slabs. Sanitery goods, Landscaping 30 18 28 19 31 29 20 32 30 33 21

X003 OFFICE

April

REV. DATE

SH 0.79 HH 2.95

The superstructure is still under construction and the current stage of the programme is pouring concrete on the 5th floor slabs and columns. They are getting ready to repeat the work on the 6th floor, which is the roof level.

March

Duct

U/S 2.59

X102 KITCHEN

Feb

Top soil goods, strip, reduce dig, Piling, Sanitery Landscaping Task

STEEL STRUCTURE

X103 QUIET CAFE

Jan

U/S 2.07

April

U/S 2.00

March

SH 0.79 HH 2.95

INSITU FRAME & CONCRETE

30/05/17 Dr 12/05/17 Am Su BAugust 10/01/17 Sp Sept A 23/12/16 Am

HH 2.41 SH 0.68

17 5 21 18 6 19 22 7 20 23 8 9 21

D C

Ground Floor 41.964

A 220

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCC

5.2

U P E R S T R U C T UConfetti RE

X205 COMPUTER SUITE

221

X203 LRC

PROPOSED FIRST FLOOR GA PLAN -1:100

HH 2.83 SH 0.73

CH 3.01

AV Store HH 2.83 SH 0.73

HH 2.83 SH 0.73

43 42 41 40 39 38 37 36 35 34

S TEEL

F RA M E & E X T E R N A L E N V E LO P E Confetti

Sanitery goods, Landscaping 17 5 Task Construction programme 18 Facing brickwork all levels 29 6 Tender programme 19 Start on site 06-05-2017

5.3

Site possession, cabins and welfare, 7 Corten Tender addendum information steel all levels 30 20 Signage

35mm Benchmark Metallic Recessed Fix Cassette or similar

100 mm Infill SFS fixed to the structure

FFL = 45.464

1428-4008

Architectural, and civilM&E, to Ground floor :structural Internal finishes, 4 11 Steelwork lift shaft and roof 23 stage fire stopping, suspended ceilings, 12 Subcontractor procurement Alterations to existing roofand Joinery 1st and 2nd fix,building, decoration Enabling works, Site set up, Service protection 24 34 tiling, sanitary installation Groundworks, Piling 13 Ground floor on/ heat on 35 disconnetions, Stair 2 : Ist fix power M&E, dryline walls, mist connections, Cladding, First : InternalFrame, finishes, M&E, fire coat floor 25 Stats Breather Membrane (to be confirmed) Bracket VB/180 with 14 Adaptor M&E stopping, suspended ceilings, Joinery FOR ZONES 200-235mm 1st and decoration and tiling, Roof installation, Stair 2finishes, : 2nd 2nd fix, fixLift M&E, decoration 36 Windows and external doors 15 staircase,installation suspended ceiling decoration 26 sanitary 12.5mm Thick CP Board: Knauf Windliner floor power on/ heat 37 First with taped joints Internal partitions, Wall andonceiling floor : Internal finishes, M&E, Corten Cladding Panel finishes 16 Second Stair 2 : 3rd fix M&E, Balustrading and Vapour Control Layer fire stopping, suspended ceilings, 27 handrails, 2nd fix joinery Internal Finishes:25mm Timber baton, Joinery 1st and 2nd fix, decoration and 12.5mm Plywood,12.5mm BG Plasterboard 17finishSanitery goods, Landscaping with skim 38 tiling, sanitary installation Construction programme 18 Horizontal Rail 60x40x2mm TBC panels all levels 28 Second floor power on/ heat on 39 External 19 Start on site 06-05-2017 Third floor : Internal finishes, M&E, possession, cabins and welfare, Facing brickwork all levels 29 Site fire stopping, suspended ceilings, 20 Signage Joinery 1st and 2nd fix, decoration and Top strip,allinstallation reduce tiling,soil sanitary 40 Corten steel levels dig, Piling, 30 beams, Lifton/ pit heat foundation 21 Third floor power on 41 Ground 150mm SFS with 150mm Fourthframe, floor :PCC Internal finishes, M&E, Insitu stairs between RWA45 Insulation in cavity 31 Curtain walling all levels 150mm Rainscreen Duo stopping, suspended floors up to roof deck ceilings, 22 fire Slab Roof parapets, insulation, Joinery 1st and deck, 2nd fix, decoration and outlets, sedum roof 32 tiling, sanitary installation 42 Steelwork lift shaft and 23 building test on/ roof 33 Fourth floorair power heat on 43 1st Alterations to existing building, roof Ground floor : Internal finishes, M&E, Fifth floor : Internal finishes, M&E, fire 24 protection fire stopping, suspended ceilings, stopping, suspended ceilings, Joinery Stair 2 :1st Ist and fix dryline walls, mist Joinery 2nd fix, decoration and 1st and 2nd fix,M&E, decoration and tiling, 25 tiling, sanitary installation 34 coat sanitary installation 44 Ground floor power 35 Fifth 45 floor power on/ on/ heatheat on on PVC Isolation tape between dissimilar metals Stair 2floor : 2nd fix M&E,finishes, decoration First floor :: Internal M&E, Sixth Internal finishes, M&E, fire fire REV. DATE DESCRIPTION BY Bracket Adaptors do not generally suspended ceilings, ceiling decoration 26 staircase, stopping, suspended Joinery penetrate insulation zone 1st and 2nd fix, decoration and tiling,Horizontal Rail 60x40x2mm TBC 36 Stair 2 : 3rd fix M&E, Balustrading and sanitary installation 46 First floor power on/ 37 handrails, fix joinery 27 47 Sixth floor2nd power on/ heat heat on on Architects, Landscape & Interior Design Second Internal Decoration, finishes, M&E, Stair 1 : floor M&E,: Joinery, 16-20 Bath Street, Nottingham NG1 1DF fire.co.ukstopping, suspended 48 External suspended ceiling, T 0115 841 8418 E design@allanjoycearchitects panels all Balustrading levels ceilings, 28 F 0115 950 7161 W www.allanjoycearchitects .co.uk Joinery 1st and 2nd fix, decoration and Final testing and commissioning, air CLIENT 38 tiling, sanitary installation testing,brickwork final clean all andlevels snag 49 Facing 29 Confetti Media Group 39 Second floor power on/ heat on External landscaping, snag and clean Third floor : Internal finishes, M&E, PROJECT 50 Corten steel all levels ceilings, 30 externals fire stopping, suspended Confetti CQ Campus 51 PRACTICAL COMPLETION Joinery 1st and 2nd fix, decoration and DRAWING tiling, sanitary 40 Month/year Curtain wallinginstallation all levels 31 52 March April May Facade Section Corten Cladding Detail floor power on/insulation, heat on 41 Third Roof parapets, deck, Fourth floor : Internal PROJECT NUMBER DATE SCALE sedum roof finishes, M&E, 32 53 outlets, 2588 1:20 @ A1 33 fire stopping,airsuspended ceilings, 1st Jul-16 building test DRAWING NUMBER REVISION STATUS BY Joinery 1st and 2nd fix, decoration and Ground floor : Internal finishes, M&E, 301 Preliminary MLD sanitary installation 42 tiling, fire stopping, suspended ceilings, This drawing is copyright and remains the property of Allan Joyce Architects Ltd 43 Fourth floor power on/ heat on Generally do not scale drawings. All dimensions to be checked on site. Joinery 1st and 2nd fix, decoration and Fifth floor : Internal finishes, M&E, fire 34 tiling, sanitary installation stopping, suspended ceilings, Joinery 35 Ground floor power on/ heat on 1st and 2nd fix, decoration and tiling, First floor : Internal finishes, M&E, fire 44 sanitary installation stopping, suspended ceilings, Joinery 45 Fifth floor power on/ heat on 1st and 2nd fix, decoration and tiling, Sixth floor : Internal finishes, M&E, fire 36 sanitary installation stopping, suspended ceilings, Joinery 37 First floor power on/ heat on 1st and 2nd fix, decoration and tiling, Second floor : Internal finishes, M&E,

Insulation by glazing contractor EPDM by glazing contractor Jamb angle by glazing contractor

IF IN DOUBT ASK DO NOT SCALE THIS DRAWING This drawing is the property of Verteks Associates Ltd and is issued on the condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part without the written consent of Verteks Associates Ltd . This drawing should be read in conjunction with all relevant design drawings, calculations and system manufacturers instructions. All dimensions are to be checked by the contractor and any errors or omissions reported prior to commencement of any fabrication and/or installation. Any discrepancies are to be notified immediately.

A01 6

cladding

Current stage: Fixing steel frame on primary structure

Drawing Number

Corten Steel

100mm Benchmark Quadcore Karrier Vertically laid or similar fixed with a minimum of 2 Nr fasteners per panel per rail U-Value = 0.18W/m2K

Top soil walling strip, reduce dig, Piling, 8 Curtain Contract appointment all levels 31 9 Technical DesignLift stage Ground beams, pit foundation 21 Roof parapets, deck, insulation, Insitu frame, PCC sedum roofstairs between 32 outlets, 10 discharge floors upconditions to air roof deck 22 1st building test 33 Planning

Denotes fixing reference. Read in conjunction with fixing schedule

Glazing by Acorn Position to be agreed

Notes :

1.5mm Corten closer

Associated Drawings :

Curtain Walling System Frameless Window insert to Curtain Walling System

Curtain walling

Mullion fixing to Curtain walling System

1650

180

Gridline A

600

Aluminium Fixing Plate

275mm concrete deck to Structural Engineer's details

500

180

Construction issue comments inc

pw 05.10.17

ISSUED FOR APPROVAL First Issue

pw 28.09.17

Description

Revision

Revised By

Date

180

Cavity barriers and smoke stop for Curtain Walling to suit site. Bracket Structural Fixing to Structural Engineers Details Acoustic Insulation

Perforated Cor-Ten Cassette Screen setback 25mm from adjacent Corten cladding panels

Curtain walling

Window pod PIR board and fire rated canister applied insulation Outer sill flashing with interface to recessed fix cassette

FFL = 38.930

Corten gutter system with interface to recessed fix cassette

Facade Section Detail 1 - 1

300

Waterproof membrane

FFL = 42.230

400

180

Although according to the programme, the corten steel cladding should be finished by the time of this visit, the whole programme has delayed and the task has not started yet.

HORBURY BUILDING SYSTEMS LTD SOUTH GROVE HOUSE ● SOUTH GROVE ● ROTHERHAM ● S60 2AF Tel: 01709 515 044 ● Fax: 01709 515 066

Project

Confetti Campus Nottingham

Package

Rainscreen Cladding Title

Plan Detail Interface with Glazing

The steel frame is now applying on the first and second floor as the superstructure of these 2 levels has completed. They planned to start the curtain wall glazing on Monday, 11 December 201, as the glazing is arriving to the site. Cad File Name

1428

Drawn By

Approved

Date

Drawing Number

Checked

Scale

28.09.17

1:5

1428-4008

Paper Size

A3 C1 Revision

They re-sequence the external envelope, instead of June July August Sept Oct Nov Dec Jan Feb March April May June July August Sept putting up the corten steel cladding, they choose to do The external envelop will be further discussed in the steel frame system and external glazing first. Chapter 7: Visit 5 & Chapter 8: Visit 6 when the work of the curtain wall or claddings start.

16 10 finishes Planning conditions discharge

S TA I R

5.4

Architectural, structural and civil to Sanitery stage 4 goods, Landscaping Construction Subcontractorprogramme procurement Start on site 06-05-2017 Enabling works, Site set up, Service

17 11 18 12 19

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBA

Confetti

Insitu frame, stairsdoors between andPCC external 15 2 Windows floors up to roof deck 22 Internal partitions, Wall and ceiling 3 16 finishes 4 Month/year Steelwork lift shaft and roof 23

2017 2018 March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

Alterations to existing building, roof Sanitery goods, Landscaping 17 5 Task Construction programme 18 protection 24 6 Tender programme Start 2on: Ist sitefix06-05-2017 19 Stair M&E, dryline walls, mist 25 Site possession, cabins and welfare, 7 coat Tender addendum information 20 Signage Stair soil 2 : 2nd fixreduce M&E, decoration Top strip, dig, Piling, 8 Contract appointment suspended ceiling decoration 26 9 staircase, Technical DesignLift stage Ground beams, pit foundation 21

Current stage: Only Stair 3 is fit in , Stair 1 & 2 are still installed

Insitu frame, PCC stairs between Stair 2up : 3rd M&E, Balustrading and 10 Planning conditions discharge to fix roof deck 22 floors 2nd structural fix joinery and civil to 27 handrails, Architectural, 4 11 Steelwork lift shaft and roof 23 stage 12 procurement External panels all levelsbuilding, roof 28 Subcontractor Alterations to existing Enabling works, Site set up, Service 24 protection disconnetions, Groundworks, Piling 13 Facing all dryline levels walls, 29 Stair 2 brickwork : Ist fix M&E, mist

Stair 3 is visible in the site from this visit. It is only in the form of a steel structure without balustrades and furnishing.

Stats connections, Frame, Cladding, 25 coat 14 Corten steel all levels 30 M&E Roof installation, Stair 2finishes, : 2nd fixLift M&E, decoration Windows and external doors 15 staircase,walling suspended ceiling decoration 26 Curtain all levels 31

Further construction of the staircase need to be done on site, such as fixing glazing, adding balustrades and Internal partitions, Wall and ceiling Roof parapets, deck, insulation, furnishing. finishes Stair 2 : sedum 3rd fix roof M&E, Balustrading and outlets, Ee

TA 2 .89 SH 0.81

U/S 1.39

FFL

40 .30

.33 SCH 4

STN/129 39 .72

16 32 2nd joinery 27 1st building airfix test 33 handrails, 17 Sanitery goods, Landscaping Ground floor : Internal finishes, M&E, programme 18 External panels all levels ceilings, 28 Construction fire stopping, suspended 19 Start on site 06-05-2017 Joinery 1st and 2nd fix, decoration and possession, cabins and welfare, Facing brickwork all levels 29 Site tiling, sanitary installation 34 20 Ground floor power on/ heat on 35 Signage Top strip, dig, Piling, First soil floor : Internal finishes, M&E, fire steel allreduce levels 30 Corten Lift pit foundation 21 Ground stopping,beams, suspended ceilings, Joinery 1st andframe, 2nd fix, decoration and tiling, Insitu PCC stairs between 31 Curtain walling all levels 36 sanitary floors upinstallation to roof deck 22 1ST1250FLOOR parapets, deck, First floor power on/insulation, heat on 37 Roof outlets, sedum roof 32 Second floor :shaft Internal finishes, M&E, GENERAL NOTES Steelwork lift and 23 testNOTES roof 33 1st Work of finishes have not done in building GENERAL fire stopping,air suspended ceilings, Alterations toGenerally, existing building, roof concrete stairs and associated guarding / Ground floor : Internal finishes, M&E, Joinery 1st and 2nd fix, and / this stageGenerally, yet handrails / noising all asdecoration spec ref : L30.250B concrete stairs and associated guarding 24 protection fire stopping, suspended ceilings, tiling, installation handrails / 38 noising allsanitary as spec ref : L30.250B First Floor 250 29 2 :1st Ist and fixpower M&E, dryline 38.930 Joinery 2nd fix, and Second floor on/decoration heatwalls, on mist 39 Stair 20 25 tiling, installation 34 coat Third floor : Internal finishes, M&E, Tread sanitary as structural 18 engineer's details Ground floor power on/ ceilings, heat on 35 fire stopping, suspended 18 Size of perspex & fixings as 250 29 Stair 2 :1st 2nd fix 2nd M&E,fix, decoration First floor : and Internal finishes, M&E, fire Joinery decoration and manufacturer's 17 recommendation suspended ceiling decoration 26 16 stopping, suspended ceilings, Joinery tiling, sanitary installation 40 staircase, Vinyl finish as drawings 401 toand 406floor to2nd surfacepower of treads fix, decoration Third on/ heat and on tiling, 41 1st with min 55mm wide contrasting nosingsfix asInternal spec sanitary installation 36 Stair 2 : 3rd M&E, Balustrading and Fourth floor : finishes, M&E, L30.250A Tread as structural Firststopping, floor 2nd power on/ heat on 37 handrails, fix joinery 27 fire suspended ceilings, Detail 1st 1 and Second floor : Internal M&E, Joinery 2nd fix, finishes, decoration and engineer's details fire stopping, suspended tiling, sanitary installation 42 External panels all levels ceilings, 28 Joinery floor 1st and 2nd fix, 43 Fourth power on/ decoration heat on and Satin stainless steel slotted handrails tiling,floor sanitary installation : Internal finishes, M&E, fire Stair Rise: 165mm formed from 8mm safety perspexSize of perspex & fixings as 38 Fifth 29 Facing brickwork all levels Second floor power on/ heat Joinery on 39 stopping, suspended ceilings, manufacturer's Third Internal finishes, M&E, 1st andfloor 2nd :fix, decoration and tiling, recommendation steel all levels ceilings, 30 fire stopping, suspended sanitary installation 44 Corten Joinery 1stpower and 2nd decoration and 45 Fifth floor on/fix,heat on Vinyl Ground Floorfinish as drawings 401 Stringer aswalling structural tiling, sanitary installation 40 Curtain all levels 31 Sixth floor : Internal finishes, M&E, fire engineer's details 35.630 to 406 to surface of treads 41 stopping, Third floor power on/ heat on suspended ceilings, Joinery Roof parapets, deck, insulation, Continuous clamping plate toand suit stringer Fourth floor : Internal finishes, 1st 2nd fix, decoration andM&E, tiling, sedum roof 32 outlets, with min 55mm wide Satin Stainless Steel fire stopping, ceilings, 46 sanitary installation Cloaking suspended to 1stDecorative building air test 33 clamp plate contrasting nosings as spec 47 Sixth Joinery 1st fixings and 2ndon/ fix,heat decoration and floor on Size of glass & power Ground floor : asInternal finishes, M&E, manufacturer's L30.250A sanitary installation 42 tiling, Stair 1 : M&E, Joinery, Decoration, recommendation fire stopping, suspended ceilings, Fourth floorceiling, power on/ heat on 43 suspended 48 Joinery 1st and 2ndBalustrading fix, decoration and Fifth floor finishes, M&E, fire Section YY Detail 2 : Internal Final testing and commissioning, air All dimensions and levels subject to check site measurement 34 tiling, sanitary installation stopping, suspended ceilings, Joinery 49 Ground testing, final andon/ snag floorclean power heat on 35 1st and 2nd fix, decoration and tiling, First floor :29/08/17 Internal External snag andM&E, cleanfire MLD Elandscaping, Balustradefinishes, system amended 44 sanitary installation D 17/08/17 Steel stringers beams and treads amended MLD 50 stopping, externalsC suspended 13/07/17 Balustradeceilings, system amended Joinery MLD 45 Fifth floor power on/ heat on B 19/01/17 Change to concrete wall MLD and 2nd fix, decoration and tiling, 51 1st PRACTICAL COMPLETION A Spec Refs added Sixth floor :10/01/17 Internal finishes, M&E, fire MLD REV. DATE DESCRIPTION BY 36 sanitary installation stopping, suspended ceilings, Joinery March April 52 Month/year 37 First floor power on/ heat on Vinyl finish as drawings 401 to 406 to surface of treads 1st and 2nd fix, decoration and tiling, with min 55mm wide contrasting nosings as spec Second floor : Internal finishes, M&E, C

222

301

C105 CH 3 .02

38 .22

300

.90 SCH 4

F 300

38 .23

HH 2 .87 SH 0.80

38 .26

HH 2 .99 SH 0.79

W 06

W 02

HH 1 .92 SH 1.09

SH 0.88 TA 2 .95

SH 0.87 TA 2 .94

FFL 38 .23

ED 15

A 220

ED 16

ID 102

SH 0.86 TA 2 .94

FFL 38 .23

ID 101

Ceil 40 .88

FFL

ID 106

SH 0.90 HH 2 .53

ID 105

38 .36

DH 2 .00 Win/A SH 2.05 HH 2 .53

DH 2 .02

STN/108 38 .36

U/S 2.94

DH 1 .95

U/S 2.01

40 .89 Ceil

STN/109 38 .27

38 .27

38 .21

DH 2 .02

FFL 38 .28 SH 0.91 HH 1 .96

DH 1 .96

Floor Slope 38 .31

ID 103

220 A

Ceil 41 .10

ID 104

CH 3 .26

38 .24

Wall 1 .29h

U/S 41 .09

STN/110 38 .23

U/S level 41 .06

W 05

Stair 3 only connect the ground level and the first floor, linking the entrance area to the cafe area above. ID 107

W 04

IS 101

W 07

ID 109

Win/A SH 2.04

ID 108

ID 110

W 08

B 221

221

W 01

ID 111

Wheelchair Refuge

SH 0.81 HH 2 .93

SH 0.95 HH 2 .17

CH 3 .03

SH 0.82 HH 2 .95

ID 112

A 220 B 221

U/S 2.58

SH 0.81 HH 2 .93

CH 3 .01

SH 0.81 HH 2 .93

W 06

W 02 U/S level 41 .06

W 05 11

FFL

SH 0.90 HH 2 .53

38 .36

9 STN/10 38 .27

40 .89 Ceil

ID 106

DH 2 .00 Win/A SH 2.05 HH 2 .53

ID 105

DH 2 .02

8 STN/10 38 .36

FFL 38 .23

38 .27

38 .21

DH 2 .02

U/S 2.01

9 8

U/S 2.94

220 A

ID 103

FFL 38 .28 SH 0.91 HH 1 .96

ID 104

16 17 10

DH 1 .96

Floor Slope 38 .31

Ceil 41 .10

ID 101

ID 102 4

ID 107

W 04

165

IS 101

W 07 ID 109

Ed 3a

Win/A SH 2.04

Ec Eb ID 108

Ea 3

ID 110

W 01 1

W 08

B 221 4

ID 111 5

Wheelchair Refuge

CH 3 .03

U/S 2.71

H103 .61 SCH 2

TA 2 .27

FFL 39 .04

U/S 2.58

ID 113 FFL 39 .08

STN/143 39 .04

SH 0.82 HH 2 .95

Col

SP 1 .45

CH 3 .03

ID 114

U/S 2.58

SH 0.81 HH 2 .93

CH 3 .01

SH 0.81 HH 2 .93

SH 0.95 HH 2 .17

CH 3 .03

SH 0.82 HH 2 .95

ID 112

222 F

Col

FFL 39 .01

CH 2 .99

CH 2 .49

DH 2 .06

STN/146 39 .07

FFL 39 .06

CH 2 .99

TA 2 .23 SP 1 .37

CH 3 .07

U/S 2.71

SH 0.81 HH 2 .93

U/S 2.93

SP 1 .37

CH 3 .03

SP 1 .45

CH 3 .06

SH 0.82 HH 2 .95

3300 20 steps (165mm)

300

38 .24

1650 10 steps (165mm)

F 300

9 STN/12 39 .72

Ea D 301

.90 SCH 4

C 222

38 .23

Wall 1 .29h

U/S

Eb A

HH 2 .87 SH 0.80

Ed Ec

A 220

165

U/S 2.93

CH 2 .49

CH 3 .07

U/S 2.58

CH 3 .03

U/S 2.58

SH 0.82 HH 2 .95 CH 3 .03

SH 0.82 HH 2 .95

CH 3 .01

SH 0.82 HH 2 .95

CH 3 .03

SH 0.95 HH 2 .17

CH 3 .07

CH 2 .49

CH 3 .03

1100

1650 10 steps (165mm)

1100

U/S 2.71

38 .22

1100

U/S 2.78

HH 2 .87 SH 0.80

1100

U/S 2.71

H101

Col

SP 1 .37

100

.62 SCH 2

1100

SH 0.81 HH 2 .93

CH 3 .03

U/S 2.58

SH 0.82 HH 2 .95

3300

SH 0.82 HH 2 .95

U/S 2.93

221

U/S 2.71

FFL 39 .01

SP 1 .37

1100

SH 0.88 TA 2 .95

Col

3300

HH 1 .92 SH 1.09

ID 113

SP 1 .37

0 20 steps (165mm)

C105 CH 3 .02

Win/A SH 2.04

U/S 2.71

ID 112

ID 111

STN/146 39 .07

1100

38 .26

SH 0.87 TA 2 .94

FFL 38 .23 Ceil 40 .88

W 08

H103 .61 SCH 2

1650 10 steps (165mm)

TA 2 .89 SH 0.81

DH 1 .95

HH 1 .92 SH 1.09

Col

HH 1 .92 SH 1.09

FFL 39 .06

All dimensions and levels subject to check site measurement

U/S 41 .09

CH 2 .99

Section XX

HH 2 .99 SH 0.79

CH 2 .99

STN/108 38 .36

DH 2 .06

Ground Floor Confetti 34.740

FFL

TA 2 .23

Base plate connection as structural engineer's details

SH 0.90 HH 2 .53

Col

38 .36

SP 1 .37

Ground Floor 35.630

DH 2 .00 Win/A SH 2.05 HH 2 .53

SP 1 .45

GROUND LEVEL

Ground Floor HE 35.630

Â° 33.4

FFL = 35.630

4 3 29

DH 2 .02

TA 2 .27

Steel stringers beams to structural engineer's details

SH 0.86 TA 2 .94

SP 1 .45

6 5

STN/109 38 .27

H101

6mm folded Steel plate filled with concrete to form treads as structural engineer's details

38 .21

CH 3 .06

Â°

33.4

Handrail and guarding to extend 300mm beyond first step

38 .27

FFL 39 .08

37.280 10 9

FFL 38 .23

.62 SCH 2

FFL = 37.280

DH 2 .02

FFL 39 .04

FFL 38 .28 SH 0.91 HH 1 .96

STN/143 39 .04

1200

DH 1 .96

U/S 2.78

CH 3 .03

Ceil 41 .10

ID 110

W 01

ID 108

Col

SP 1 .37

15 14

Floor Slope 38 .31

SP 1 .37

Exposed fasteners shall be of same materials, color and finish as material to which applied. Exposed surfaces throughout project shall have same inherent texture and color for similar locations.

ED 15

ED 16

FFL 39 .01

DH 2 .06

STN/146 39 .07

CH 2 .99

FFL 39 .06

CH 2 .99

TA 2 .23

All exposed steel to be painted as spec M60.150B

W 07

Wheelchair Refuge

First Floor 38.930

U/S 2.01

40 .89 Ceil

ID 106

ID 102 U/S 2.71

ID 107

ID 114

Vinyl finish as drawings First 401 toFloor 406 to Confetti surface of treads 38.360 nosings as spec with min 55mm wide contrasting L30.250A

U/S 2.94

220 A

CH 3 .26

Col

SP 1 .37

IS 101

ID 109

FFL = 38.930

ID 105

ID 101

38 .24

Wall 1 .29h

STN/110 38 .23

U/S level 41 .06

222

1100 Concrete low wall to structural engineer's details

HH 2 .87 SH 0.80

FFL

ID 103

W 04

Delta Vitra Glazed Balustrades System: - Clamp plate bolted to steel stringers. - Slotted handrails continued - 1100mm hight laminated structural glass balustrade

W 06

ID 104

STN/129 39 .72

W 02

SP 1 .45

1250

CH 3 .06

951

H101

1163

.62 SCH 2

1163

38 .22

H103 .61 SCH 2

TA 2 .27

FFL 39 .04

FFL 39 .08

W 05

The upper level will be connected through Stair 2 which still have not arrived to the site as well as Stair 1. It is delayed a lot as the original plan is finishing the installation of them in August. Therefore, it is cleared 8 contractor had rescheduled the programme. that the 300

F 300

.90 SCH 4

301

40 .30

222

38 .23

HH 2 .87 SH 0.80

.33 SCH 4

SP 1 .45

ID 113

222

U/S 1.39

STN/143 39 .04

U/S 2.71

Col

CH 3 .03

ID 114

U/S 2.78

U/S 2.71

GENERAL NOTES

Detail 1

Generally, concrete stairs and associated guarding40/ handrails / noising all as spec ref : L30.250B May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

5.5

H E A LT H

& SAFETY: CRANE

As currently the construction started on the upper levels, lifting is required to transport materials. Transporting by workers alone to upper floors is difficult . Therefore, the team uses crane for lifting. Lifting only occurs from Convent street as Covent street is closed for storage and transporting, meaning that it would not affect the street and the surrounding buildings.

The operation and position of the crane is approved by the Nottingham City Council and it follows the rule of using on site.

The position of the crane is located in the mechanical riser of the building design. It is considered according to the crane swing to be functional on site and not on the critical path of the construction. Main heat vacuum and ducts will be inserted to the void after the crane is removed from the site.

Lifting from Covent Street

Mechanical riser as the void for the crane

P LANNINGS As they are currently 6 weeks behind the schedule, they need to spend extra time working in order to complete the whole construction by 11 June.

During the Christmas break period, they aim at:

1. Completing the 5th floor & 6th floor (roof) 2. Fitting in Stair 1 & Stair 2 They decided to do more works and bring more workers 3. Starting the external envelope and internal fittings on site during Christmas break since the students are having holidays, they have less consideration on the The partitions are coming in on 8 January and the immediate negative effects on the surroundings, such plumper and electric mechanicians are coming in 15 as noise. January for M&E fitting.

837

1010

1135

3947.5(17 1/2 bricks)

U/S 2.76

ID 019

U/S 2.78

CH 3.36

SH 0.19 HH 3.03

1in12

AVCL

Wall Construction - Brickwork Outer / RC Wall Inner 102.5 Black Brick as F10/110, 50mm cavity 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish Existing Wall HE Centre 215mm Existing Solid brick wall 25mm cavity depth Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

Existing Wall Confetti Insulation to be agreed with Structural Engineer Exposed concrete finish

Change t Amendm Change t Amendm Amendm Survey a

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change t Spec Ref Amendm Amendm Amendm Amendm

REV. DATE

Type 1

PARTITION Wall Type 1 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fixed to one side, 92mm C studs with 50mm Isover between studs. Skim finish to both sides of partition.

Type 2

PARTITION Wall Type 2 1no. Layer of 15mm Soundbloc either side of 92mm C Studs with 50mm Isover APR between studs. (Use 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition.

Type 3

Type A

Change t & Windo

DESCRIP

01 1 5 841 841 8

01 1 5 950 71 61

1700

CLIENT

Confetti Medi PROJECT

60 minutes fire resistance Wall

Plasterboard on dabs to achieve min 60 minutes fire rating Existing wall

Movement joint

PARTITION Wall Type 3 1no. Layer of 15mm Soundbloc MR either side of 70mm C Studs with 50mm Isover APR between studs. Skim finish to both sides of partition. PARTITION Wall Type A 3no. Layers 15mm Soundbloc either side of BG 146mm C Stud at 300mm Centres within 148mm Head and base channels. 75mm Isover APR between studs with Skim finish to both side of partition.

14 13 12 11 10 9 8

503.5

497

DH 2.05

190

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

Architects, Land

4959

DH 2.05

HH 2.05 SH 0.87

K J II H G

Amendm Amendm Amendm

1 6-20 Bath Street, N

6128

F HH 2.05 SH 0.87

Ground Floor 35.440

X017 PLANT ROOM 30 m2

32.78

Wall Construction - Brickwork Outer / SFS Inner 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns Wall Construction - Blockwork Outer / SFS Inner 100mm fairfaced medium density blockwork - F10/225 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns

7718

SP 2.23

SCH 2.83

1492

04/01/18 19/12/17 08/11/17 18/09/17

eq.

1646

Ground Floor 35.048

29/01/18 Amendm 16/01/18 MJ, CFB, Amendm

O N M L

H003

3562

PROPOSED GROUND FLOOR GA PLAN -1:50 Key Walls

G 223

U/S 3.14

Col

lery H002 Gal CH 2.99

FFL 35.44

C 222

Ground Floor 35.630

CH 2.99

X010 STAIR 2

Lift

1800

X011 STAIR 2 LOBBY

14/02/18 Amendm

Q P

ED 04

3751

3491

SH 0.88 HH 2.97

CH 2.76

35.47

STAIR 2

DH 2.04

SH 0.86 HH 2.03

U/S 2.27

DH 2.05

FFL 35.63

Ground Floor 35.630

2279

AVCL

215

eq.

THL 35.64

poin Insertion

STN/142 35.51

ED 14

1184 2176

ED 03

2597.5

ID 018

AVCL

224 1184

1110

1496

3471

35.048

X020 MTG 3 9 m2

2617

2806

1736

NEW IS 004 3532

U/S 2.37

X014 SERVER 16Ground m2 Floor

Ground Floor 35.630

ID 017

314

3a ID 010

32.86

420

1010

Type 1*

Ground Floor 35.048

2740

1532

535

763 11

768

100

3070 4642

1696

1000 1200 400

10932

800 600 1135 1095 400 800

252

925

640 800

220

600

3650

A 3554 2950

221

DH 2.03

220 A

300

ID 021 148

X004 MTG 2 8 m2

CH 3.39

ID 012

Ground Floor 35.048

ID 009

Ground Floor 35.630

2000

Type 1*

X002 MTG 1 9 m2

STN/128 36.04

ID 015

2778

34.71

X012 clnrs cpbd 3 m2

IS 003 148

Type 2

Type 1*

X018 Staff Corridoor

148

.48

ID 016

Mechanical riser

2000

IS 002 2810

34.66

Type 1*

ID 011

1736

324

X015 COMMS 13 m2

140

3248

35.61

1092

338

3574

11857

2000

.50

1215

1010

Ground Floor 35.630

1225

CH 2.37

422

X003 OFFICE 26 m2

INTERNAL WALLS

Indicative location of reception desk by others

1500

ID 014

ID 013 1736

- 3steps

3306

314

X019 Mtg cpbd

Electrical riser

Type 1*

1100MM HIGH

400

ID 007

1in12 3545

1184 ID 008

1343

Type 1*

- 3steps

1656 138

Ground Floor 35.048

450

1930

EXTERNAL ENVELOP

400

1178

400

5789 LOWWALL

U/S 3.14

inet MMC cab

34.910 34.910

1828

4596

1in12 1854

3390

3700

1010

5000

Ground Floor 35.464

1in15

Ground Floor 35.630

DH 2.10

2552

496 400

1010

234

1408 ID 006

3546

ID 003 ID 002

1110

1202

FFL

Type 1*

- 3steps

Floor

35.464

100

ID 005 499

DH 2.05

IS 001

X005 WC LOBBY

Ground Floor 35.048

34.74

2500

312

1010

X009 STAIR 1 LOBBY Type 1*

2 17 mGround

ID 004

34.910

rk walls 140 Blockwo 500

34.68

Ground Floor 35.630

ID 001

Ground Floor 35.464

311 4

Ground Floor 35.464

1979

410

X007 WC CHANGING (FEMALE WC)

15 m2

Type 1*

X001 RECEPTION 130 m2

X013 CONTROL ROOM 8 m2

Type 1*

6 1600 34.7

4742

34.69

X016 SUBSTATION 20 m2

3200

STAIR 1 X008 STAIR 1

4 Step +0.0

W 03

34.69

310

W 01

Type 3

X006 WC CHANGING (MALE WC)

34.61

Ground Floor 35.464

W 01

Secure line

9215

5038

ED 02 13

Fit

ED 12

1000

0 to approx. 250

552

1810

3546

ED 01

300

bricks) 15740(71

W 02

bricks)

300

1200

400

800

600

1/2 6413(28

34.74

10534 1000

2951

123 1003 579 195

1000

34.70

35.71

3160

l A - 306 Plan Detai

1000

35.20

bricks) 9215(41 Ground Floor 35.300

34.82

4550

4452

6752

421

35.10

34.90

330

422

35.00

35.09

35.60

35.46

ting out Line Bricks Set

See drawing 2588-306 for recessed downpipe details

2000

1000

35.20

35.24

1492

D 301

Ground Floor 35.600

923

1646

3562

C 222

G 223

35.32

2279

.12

35.46

35.63

35.80 A

35.70

However, bringing more workers on site might increase the possibility of accidents as the space in site is limited and might increase communication problems. Thus, it might further delayed the work.

35.28

35.91

35.86

They also planned to work over the weekends and late at night to chase back the delayed schedule.

5.6

Bricks Setting out Line

ID 001, etc W001, etc ED01, etc IS01, etc

- Internal Door Codes (Refer to drawing 320) - Window Codes (Refer to drawings 322-323) - External Door Codes (Refer to drawings 323) - Internal Screene Codes (Refer to drawings 321)

Confetti CQ C DRAWING

Ground Floor Wall Types an PROJECT NUMBER

2588

DRAWING NUMBER

201

This drawing is copyright a

S ITE

VISIT 4

Date: 16 January 2018 (Tue) Weather: Passing clouds Temperature: 2 °C People on site: 40 to 50

• Project manager

• Contractors

• Workers

• Students and tutors

3 4

2017 2018

Month/year

March

5 Task 6 Tender programme

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

P ROGRAMME

6.1

7 Tender addendum information 8 Contract appointment 9 Technical Design stage

10 Planning conditions discharge Architectural, structural and civil to 11 stage 4 12 Subcontractor procurement

CONTRACT PROGRAMME

Enabling works, Site set up, Service 13 disconnetions, Groundworks, Piling A Stats connections, Frame, Cladding,

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCGCHCICJ

Confetti

14 M&E 1 Roof finishes, Lift installation, 15 2 Windows and external doors 3 Internal partitions, Wall and ceiling 16 finishes 4 Month/year 17 5 Sanitery Task goods, Landscaping programme 18 6 Construction Tender programme 19 Start on site 06-05-2017 possession, cabins and welfare, 7 Site Tender addendum information 20 Signage soil strip, reduce dig, Piling, Contract appointment 8 Top Technical Design 9 Ground beams, Liftstage pit foundation 21 Insitu frame, PCC stairs between Planning discharge 10 floors up conditions to roof deck 22 Architectural, structural and civil to stage 4 lift shaft and roof 11 Steelwork 23 Subcontractor procurement 12 Alterations to existing building, roof Enabling works, Site set up, Service 24 protection disconnetions, Groundworks, Piling 13 Stair 2 : Ist fix M&E, dryline walls, mist Stats connections, Frame, Cladding, 25 coat 14 M&E Roof2finishes, installation, Stair : 2nd fixLift M&E, decoration Windowssuspended and external doors 15 staircase, ceiling decoration 26 Internal partitions, Wall and ceiling finishes 16 Stair 2 : 3rd fix M&E, Balustrading and 27 handrails, 2nd fix joinery 17 18 28 19

Sanitery goods, Landscaping Construction External panelsprogramme all levels Start on site 06-05-2017

Site possession, and welfare, brickworkcabins all levels 29 Facing 20 Signage Top soilsteel strip,allreduce levels dig, Piling, 30 Corten 21 Ground beams, Lift pit foundation Insitu frame, PCC stairs between walling all levels 31 Curtain 22 floors up to roof deck Roof parapets, deck, insulation, 32 outlets, sedum roof Steelwork 23 1st buildinglift airshaft test and roof 33 Alterations to existing building, roof Ground floor : Internal finishes, M&E, 24 protection fire stopping, suspended ceilings, Stair 2 :1st Ist and fix M&E, dryline walls, mist Joinery 2nd fix, decoration and coat sanitary installation 25 tiling, 34 35 Ground floor power on/ heat on Stair floor 2 : 2nd fix M&E, decoration First : Internal finishes, M&E, fire staircase,suspended suspendedceilings, ceiling decoration 26 stopping, Joinery 1st and 2nd fix, decoration and tiling, 36 sanitary Stair 2 : installation 3rd fix M&E, Balustrading and 37 floor 2nd power heat on handrails, fix on/ joinery 27 First Second floor : Internal finishes, M&E, stopping, suspended External panels all levels ceilings, 28 fire Joinery 1st and 2nd fix, decoration and 38 tiling, sanitary installation 29 Facing brickwork all levels 39 Second floor power on/ heat on Third floor : Internal finishes, M&E, Corten steel suspended all levels ceilings, 30 fire stopping, Joinery 1st and 2nd fix, decoration and 40 sanitary Curtain wallinginstallation all levels 31 tiling, 41 Third floor power on/insulation, heat on Roof parapets, deck, : Internal outlets,floor sedum roof finishes, M&E, 32 Fourth suspended ceilings, 1st stopping, building air test 33 fire

2017 2018 March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

According to the programme of the contractors, the following tasks should be finished or in progress on 16 January 2018. However, the real programme (Blue dotted line) on site is 4 weeks behind scheduled programme (Red dotted line). Tasks are EXPECTED finished: • Insitu frame • Lift shaft • Stair 2 • External panels all levels • Facing brickwork all levels • Corten steel all levels

Task are EXPECTED in progress: • Curtain wall all levels • Roof parapets, deck insulation, outlets and sedum roof • Ground floor internal finishes and M&E • First floor internal finishes and M&E Tasks are in ACTUAL progress : • Insitu frame • Curtain wall all levels • Internal finishes and M&E Scheduled programme in visit date Real on site programme 44

six week(6 programme TARGET PROGRAMME WEEKS) 13/12/2017

Glenn Reeves

Line 1

Name

Duration

CONSTRUCT 6TH FLOOR / ROOF

Start

Finish

2017 December 18 25 1 1 2 3

3w 08 Jan 18 26 Jan 18

2018 January 15 22 5 6

EXTERNAL FACADE 2

SFS GRD - 1ST FLOOR

1w 18 Dec 17 22 Dec 17 2

SFS 1ST - 2ND FLOOR

1w 08 Jan 18 12 Jan 18

SFS 2ND - 3RD FLOOR

1w 15 Jan 18 19 Jan 18

SFS 3RD - 4TH FLOOR

1w 22 Jan 18 26 Jan 18

SFS 4TH - 5TH FLOOR

1w 29 Jan 18 02 Feb 18

3 4 5 6

Feb 5

As the programme is behind the schedule, and the contract programme will never change to indicates tasks and end date, a target programme is set per 6 weeks by the contractor to state the current process and target to chase back the schedule behind. From the table on the left , it is cleared that the tasks are break into smaller parts and stated the duration and dates of tasks in specific.

BRICKWORK 7

BWK GRD - 1ST FLOOR

2w 15 Jan 18 26 Jan 18

BWK 1ST - 2ND FLOOR

2w 29 Jan 18 09 Feb 18

7 8

CURTAIN WALLING WINDOWS GRD - 1ST

1w 15 Jan 18 19 Jan 18

10 WINDOWS 1ST - 2ND

1w 22 Jan 18 26 Jan 18

9 10

INTERNAL Ground Floor 11 Partition 1st fix

1w 08 Jan 18 12 Jan 18

12 M&E

1w 15 Jan 18 19 Jan 18

1st fix

11 12

First Floor 13 Partition 1ST Fix

1w 08 Jan 18 12 Jan 18

14 M&E

1w 15 Jan 18 19 Jan 18

1ST Fix

13 14

Second Floor 15 Partition 1ST Fix

1w 22 Jan 18 26 Jan 18

16 M&E

1w 29 Jan 18 02 Feb 18

1ST Fix

17 Substation works GF

2w 18 Dec 17 12 Jan 18 17

18 Pre cast Stair instal no 1

1w 08 Jan 18 12 Jan 18

19 Pre cast Stair instal no 2

1w 15 Jan 18 19 Jan 18

The end date of the construction is critical as it affects the programme of furniture fitting or even the final end date of the project, 3 September. Therefore, the contractor has to understand and accept the consequences if they did not complete the task within the construction end date, 11 June. The site visit day should have several tasks happening on site at the same time, including roof construction, 2nd &3 rd floor steel frame system, ground and first floor brickwork, curtain wall and M&E. Therefore, these certain tasks are expected to see in this visit.

15 16

This chapter will be using this target programme to check whether the task is completed or in process.

18 19

Scheduled programme in visit date

Trades Contractor Default Drawn by: Planner - Chart Properties

Dwg No. 00001

Project Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp

Revision No. A

Notes: Comment - Chart Properties

Planned by Asta Powerproject

12 M&E

6.2

1w 15 Jan 18 19 Jan 18

1st fix

First Floor

six week programme

13 Partition 1ST Fix

1w 08 Jan 18 12 Jan 18

14 M&E

1w 15 Jan 18 19 Jan 18

13/12/2017Second Floor 16 M&E Line

5TH FLOOR

6TH FLOOR/ ROOF

1w 29 Jan 18 02 Feb 18 Finish Duration Start

1w 08 Jan 18 12 Jan 18 1w 15 Jan 18 19 Jan 18

GRD - 1ST FLOOR 2 SFSContractor Trades

1w 18 Dec 17 22 Dec 17

SFSDefault 1ST - 2ND FLOOR

1w 08 Jan 18 12 Jan 18

SFS 3RD - 4TH FLOOR

1w 22 Jan 18 26 Jan 18

BWK 1ST - 2ND FLOOR

2w 29 Jan 18 09 Feb 18

Key Walls

3234

CURTAIN WALLING Further information will be discussed 8: Visit GENERAL NOTESin Chapter 9 WINDOWS GRD - 1ST 6, as currently the construction ofWalls the roof still have not External 10 WINDOWS 1ST - 2ND BENCHMARK Quadcore Karrier Panel + Corten Recess Fixed 1 started completely. Cassette

2343

3562

1646

1492

E Ea

C 222

Key Walls

220

509

143

1642

Mechanical riser

Fifth Floor 55.324

1010

1682

W 21

514

148

221

ID 602

ED 08

2338

1604

910

X601 PLANT 32 m2

2502

2950

X508 STAIR 1

X509 STAIR 1 LOBBY

2343

Detail G - 300

W 02 X509 STAIR 1 LOBBY

17 16 15

Detail F - 300

1646

1492

Key Walls

BENCHMARK Quadcore Karrier Panel as H43/121+ Corten Recess Fixed Cassette as H43/125

KINGSPAN Quadcore Karrier Panel + Brick Tie System

100mm fairfaced medium density blockwork - F10/225 10mm clear residual cavity 100mm Kingspan Kooltherm K106 Cavity Board 100mm fairfaced medium density blockwork - F10/225

BENCHMARK Quadcore Karrier Panel as H43/121+ Corten Recess Fixed Cassette as H43/125

Existing Wall HE Centre

PARTITION Wall Type - K10/115

5 35mm Benchmark Corten Recessed Fix Cassette as H43/125 100mm Benchmark Quadcore Karrier Panel as H43/121 fixed with a minimum of 2 Nr fasteners per panel per rail 50 mm Oversail SFS fixed to the structure Exposed concrete finish

215mm Existing Solid brick wall 25mm cavity depth Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

KINGSPAN Quadcore Karrier Panel + Brick Tie System

Terrace External Wall

6 102.5 Black Brick as F10/110, 50mm cavity 125mm Brick Ties spaced generaly every 3 bricks, and fixed back to the Quadcore Karrier Panel with Fabloks as F30/220 100mm Benchmark Quadcore Karrier Panel as H43/121 fixed with a minimum of 2 Nr fasteners per panel per rail 100 mm Infill SFS fixed to the structure as H43/121 12.5mm Plasterboard + exposed concrete columns

102.5 Black Brick as F10/110 50mm cavity 100mm Benchmark Quadcore Karrier Pane - H43/121 100mm fairfaced medium density blockwork - F10/225

Detail L - 300

2x12.5mm SoundBloc Metal Studs at 600mm centres 100 Rockwood RW360 insulation in the cavity 2x12.5mm SoundBloc

ID 001, etc W001, etc ED01, etc IS01, etc

3230

X408 STAIR 1

X409 STAIR 1 LOBBY

4 3 2 1 19 18 17 16 15

X404 SEMINAR ROOM

16 Existing Confetti Building

Detail L -

TimberF - 300 Detail stage platform

Proposed masonry to be built off existing gable - cut bricks to be removed to start new wall

H G

30/05/17 Amendments to HEC stair 2 following the SE info 12/05/17 Amendments to drawings following the Topo Survey and SE info

MLD MLD

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings Amendments to drawings Amendments to drawings Amendments to drawings

MLD MLD MLD MLD MLD MLD

DESCRIPTION

REV. DATE

3 4 Comment - Chart Properties Notes:

Ground Floor Construction Solid Concrete Ground Based Floors - Vinyl floor finish as floor finishes drawings 401-402 -75mm screed as spec ref M10.130 300 - Underfloor Heating Systems refer to M+E Engineer's details -0.5mm separation layer lapped (minimum 150mm) -50mm perimeter Insulation overlap min.150mm from bottom of wall insulation to top of insulation upstand -130mm Kingspan Kooltherm K103 Floor Board insulation

630mm

Architects, Landscape & Interior Design 1 6-20 Bath Street, Nottingham NG1 1 DF T

01 1 5 841 841 8

01 1 5 950 71 61

CLIENT

design@allanjoycearchitects .co.uk www.allanjoycearchitects .co.uk

Confetti Media Group

Dwg No. 00001 PROJECT

Confetti CQ Campus DRAWING

PROJECT NUMBER

SCALE

DRAWING NUMBER

REVISION

STATUS

DATE

Jul-16 BY

MLD

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd Generally do not scale drawings . All dimensions to be checked on site.

W 14

- Internal Door Codes (Refer to drawing 320) - Window Codes (Refer to drawings 322-323) - External Door Codes (Refer to drawings 323) - Internal Screene Codes (Refer to drawings 321)

Floors Construction (1st, 3rd, 4th, 5th) -275mm concrete deck to Structural Engineer's details -10mm latex levelling screed - Vinyl floor finish as floor finishes drawings 401-402

19 2

Terrace Roof System construction 16 -350mm to 6th floor and 275mm to 5th floorconcrete deck to Structural Engineer's details -50mm 18 17screed to falls as spec ref M10.110 2w 18 Dec 17 12 Jan -3mm vapour control layer -150 mmKingspan Thermaroof TR27 LPC/FM 18 18mm thick Kingspan Thermaroof 1w 08 Jan 18 12 Jan - 25 TR27 LPC/FM upstand to be the roof on the internal 18 used around the perimeter of19 1w 15 Jan 18 19 Jan façade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the roof insulation. Notes: Comment - Chart Properties Revisionhorizontal No. A -1.5mm fully adhered single-ply membrane as S42.110A -50mm Ballast (paving slabs on support) Planned as Q37.140 by Asta Powerproject U-Value <0.15W/m2K.

Second Floor Construction (LRC) Roof - Terrace Plan GA Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp -275mm concrete deck to Project Structural Engineer's details RoofTypes and Setting Out -3mm vapour control layer 8 2588 1:50 @ A1 -50 mm Kooltherm as spec ref M10.290B -75mm screed as spec ref M10.130 207 H Construction - Vinyl floor finish as floor finishes drawings 401-402

1w 29 Jan 18 02 Feb 18

Plant Room External Wall

102.5 Black Brick as F10/110, 50mm cavity 7 125mm Brick Ties spaced generaly every 3 bricks, and fixed back to the Quadcore Karrier Panel with Fabloks as F30/220 100mm Benchmark Quadcore Karrier Panel fixed with a minimum of 2 Nr fasteners per panel per rail 50 mm Oversail SFS fixed to the structure 12.5mm Plasterboard

4959

4 35mm Benchmark Corten Recessed Fix Cassette as H43/125 100mm Benchmark Quadcore Karrier Panel as H43/121 fixed with a minimum of 2 Nr fasteners per panel per rail 100 mm Infill SFS fixed to the structure as H43/121 12.5mm Plasterboard + exposed concrete columns

of the horizontal roof insulation. G H Default -1.5mm fully adhered single-ply membrane as S42.110A -50mm Ballast (paving slabs on support) as Q37.140 U-Value <0.15W/m2K. Drawn by: Planner - Chart Properties 6128

7718

PROPOSED TERRACE FLOOR GA PLAN -1:150

X504 FIFTH 13 FLOOR TERRACE

Detail 222 I - 300 3562

1w 15 Jan 18

6693

Detail I - 300

X504 FIFTH FLOOR TERRACE

Feb 5

Semi−intensive Green Roof Covering System 10 construction 26 Jan 18 -350mm concrete deck to Structural Engineer's details -50mm screed to falls as spec ref M10.110 -3mm vapour control layer - 25 mm thick Kingspan Thermaroof TR27 LPC/FM upstand to be used around the perimeter of the roof on the internal 11 12 Jan 18 façade of parapets 12 be maintained 19 Jan 18 A minimum distance of 300 mm should between the top of the insulation upstand and the bottom of the horizontal roof insulation. -150 mm Kingspan Thermaroof TR27 LPC/FM 12 Jan 18 fully-adhered single 13 -1.5mm ply membrane as S45.110A -roof barrier/protection layer(s) 14 19 Jan 18 -drainage layer, filtration layer, substrate to depth required -80mm semi-intensive green roof covering as Q37.120A U-Value <0.15W/m2K.

1w 22 Jan 18 26 Jan 18

9337.5(41 1/2 bricks)

External Curtain Walls Various Systems - refer to windows schedule Drawings 322-324 U-Value = 0.15W/m2K G-value of glass = 0.35

Detail G - 300

-350mm to 6th floor and 275mm to 5th floorconcrete deck to6 Structural Engineer's details

3416

Lift

1w 08 Jan 18

7078

External Curtain -50mmWalls screed to falls as spec ref M10.110 -3mm vapour control layer cast Stair instal no 1 18 Pre Various Systems refer to windows schedule Drawings -150 mmKingspan Thermaroof TR27 LPC/FM TR27 LPC/FM upstand 322-324 - 25 mm thick Kingspan Thermaroof Pre cast Stair instal no 2 19 to be used around the perimeter of the roof on the internal U-Value =façade 0.15W/m2K of parapets minimum distance of 300 mm should be maintained Trades Contractor G-value ofAbetween glass 0.35 the top=of the insulation upstand and the bottom

7069

1w 15 Jan 18 660mm

1135 ED 07

2362

ID 601

311

Green Roof as Q37 on singl e ply membrane as J42.110A

1w 08 Jan 18

221 B

Detail E - 300

KINGSPAN Quadcore Karrier Panel + Brick Tie System -102.5 Black Brick as spec ref F10.110 -50mm cavity -125mm Brick Ties spaced generaly every 3 bricks, and fixed back to the Quadcore Karrier Panel as spec ref F30.220 -100mm Benchmark Quadcore Karrier Panel as H43.121 -100 mm Infill Structural Rails fixed to the structure -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value =Terrace 0.18W/m2K 17 Substation works GF Roof System construction 6853

2475(11 bricks)

3234 3650 3554

First Floor

Semi−intensive Green Roof Covering System construction Partition 13 Engineer's -350mm concrete deck to Structural details1ST Fix -50mm screed to falls as spec ref M10.110 1ST Fix -3mm vapour control layer 14 M&E - 25 mm thick Kingspan Thermaroof TR27 LPC/FM upstand to be used around the perimeter of the roof on the internal façade of parapets A minimum distance of 300 mm should be maintained Second Floor between the top of the insulation upstand and the bottom Ed of the horizontal roof insulation. Ec 1ST Fix 15 -150 mm Kingspan Thermaroof TR27 Partition LPC/FM X605 Eb EXTERNAL PLANT -1.5mm fully-adhered single ply membrane as S45.110A 54 m -roof barrier/protection layer(s)16 M&E 1ST Fix -drainage layer, filtration layer, substrate to depth required -80mm semi-intensive green roof covering as Q37.120A U-Value <0.15W/m2K. bricks) 15065(67

9337.5(41 1/2 bricks)

ED 09 1585

t ts

7527.5(33 1/2 bricks)

KINGSPAN Quadcore Karrier Panel + Brick Tie System -102.5 Black Brick as spec ref F10.110 6 -50mm cavity -125mm Brick Ties spaced generaly every 3 bricks, and fixed X604 X602 LIFT LOBBY X603 back to the Quadcore Karrier Panel ref2 F30.220 STAIRas 2 specSTAIR LOBBY -100mm Benchmark Quadcore Karrier Panel as H43.121 -100 mm Infill Structural Rails fixed to the structure -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim 6 U-Value = 0.18W/m2K 5390

220 A

Paved Terrace as Q37 on sigl e ply membrane as J42.110A

bricks)

m m m m o o C r C o ino N M 3

1w 22 Jan 18

n n e e

300

bricks)

External Walls BENCHMARK Quadcore Karrier Panel + Corten Recess Fixed Cassette -35mm Benchmark Corten Recessed Fix Cassette as H43.125 -100mm Benchmark Quadcore Karrier Panel fixed with a minimum of 2 Nr fasteners per panel per rail as H43.121 Ee -100 mm Infill SFS fixed to the structure 2a -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value = 0.18W/m2K

Detail E - 300

9215(41

2951

300

1/2 6637.5(29

4452

4550

D 301

GENERAL NOTES

6752

310

GENERAL NOTES

1w 15 Jan 18 19 Jan 18

INTERNAL -35mm Benchmark Corten Recessed Fix Cassette as H43.125 -100mm Benchmark Quadcore Karrier Panel fixed with a Ground Floor minimum of 2 Nr fasteners per panel per rail as H43.121 Ee Partition 1st fix -100 mm Infill SFS fixed to the11structure fix ref 12 M&E as1st -12.5mm 'Gyproc Wallboard' plasterboard spec K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value =GENERAL 0.18W/m2K NOTES Ee

310

1w 15 Jan 18 19 Jan 18 Revision No. A

SFS Drawn4by: Planner - Chart2ND Properties - 3RD FLOOR Dwg No. 00001

2018 January 15 22 5 6

5 After adding the staircase and finishing the , the Discussed on the soft and hard landscapingProjecton 15 Jan Powerproject\Projects\Confetti.pp Ref. C:\Users\glenn.reeves\Documents\Asta Plannedroof by Asta Powerproject 6 6 SFS 4TH - 5TH FLOOR 1w 29 Jan 18 02 Feb 18 superstructure will be completed, it is expected to be 2018. Confirmed that the slab, insulation layers and BRICKWORK finished by the end of January, according to the 6 weeks green roof covering will be in a total of over 600mm 7 7 BWK GRD - 1ST FLOOR 2w 15 Jan 18 26 Jan 18 programme. deep. This is for draining the green roof sufficiently. 8 8 BWK 1ST - 2ND FLOOR 2w 29 Jan 18 09 Feb 18

The 5th floor has completed during the Christmas break. Columns and floor slabs were all done and the contractors are now forming steel works on top of the columns for the final level.

Glenn Reeves 15

2017 December 18 25 1 2 3 2w 18 Dec 17 12 Jan 18 171 3w 08 Jan 18 26 Jan 18

1ST Fix Name

19 EXTERNAL Pre cast StairFACADE instal no 2 3

1w 22 Jan 18 26 Jan 18

17 Substation works GF CONSTRUCT 6TH FLOOR / 1 ROOF 18 Pre cast Stair instal no 1

UPER STRUCTURE: INSITU FRAME CONCRETE 1ST Fix

15 Partition 1ST Fix

six week programme EXTERNAL FACADE

6.3

1w 18 Dec 17 22 Dec 17 2

2 SFS GRD - 1ST FLOOR 13/12/2017

X T E R N A L E N V E LO P E

2017 six week programme December

1w 15 Jan 18 19 Jan 18 Duration Start Finish 1w 22 Jan 18 26 Jan 18

4 SFS 2ND - 3RD FLOOR Line Name 5 SFS 3RD - 4TH FLOOR ROOF

BRICKWORK Line FACADE BWK GRD Name - 1ST FLOOR 7 EXTERNAL 2 8

1w 29 Jan 18 02 Feb 18 3w 08 Jan 18 26 Jan 18

6 SFS 4TH - 5TH FLOOR 13/12/2017 CONSTRUCT 6TH FLOOR / 1

3 1

SFS BWKGRD 1ST -- 1ST 2NDFLOOR FLOOR CONSTRUCT 6TH FLOOR / SFS 1ST - 2ND FLOOR ROOF SFS 2ND WALLING - 3RD FLOOR CURTAIN

SFS 1ST - 2ND FLOOR BRICKWORK INTERNAL SFS 2ND - 3RD FLOOR

1w 08 Jan 18 12 Jan 18

29 Jan 18 02 Feb 1w 22 Dec 26 Dec Jan 18 17 2 1w 18 17 22 19 Jan 18 26 26 Jan Jan 18 18 09 Feb 12 Feb Jan 18 02 18

BWK3RD GRD 1STFLOOR FLOOR Ground Floor SFS - -4TH 8 BWK 1ST 2ND FLOOR fix FLOOR 11 SFS 4TH1st - 5TH 6 Partition

1w 15 Jan 18 Jan 18 2w 1w 15 22 Jan 18 29 Jan 2w 1w 08 29 Jan 18 18

12 M&E

1w 15 Jan 18 19 Jan 18

1st fix

CURTAIN WALLING BRICKWORK WINDOWS - 1ST First BWK Floor GRD -GRD 1ST FLOOR

1w 2w 1w 2w

WINDOWS 2ND Partition 1ST Fix - FLOOR BWK 1ST - 1ST 2ND 1ST Fix

15 15 Jan Jan 18 18 22 08 Jan 18 29

19 26 Jan Jan 18 18 26 12 Jan 18 09 Feb

Mullion fixing to Curtain walling System

Feb 5

5 8 6

11 12

9 7 10

9 11

13 11 1ST 14 Pre instal no 1 18 M&Ecast Stair 1st fixFix 12 M&E

1w 08 12 19 Jan Jan 18 18 15 Jan Jan 18 18 19 1w 15

19 Pre cast Stair instal no 2

1w 15 Jan 18 19 Jan 18

15 10 12

16 The installation of curtain wall is on schedule according INTERNAL weeks programme as the glazing arrive on time First Floor Substation works GFto the 6 2w 18 Dec 17 12 Jan 18 17 Ground Floor 13 Partition 08 11 12 Jan Jan 18 18 Partition 1ST 1st fixFix 08 Jan Jan 18 18 12 1wmanufacturer. from the1w 14 12

The curtain walling is now inserting on the ground and 15 13 12 Jan Jan 18 18 08 Jan Jan 18 18 26 1w 22 the first 1w floor. As they do not require steel framing, 16 18 1w Notes: Comment - Chart Properties Dwg No. 00001 Revision No. A 14 19 Feb Jan 18 15 Jan Jan 18 18 02 1w 29 this enable the task to start earlier then the external Project Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp Planned by Asta Powerproject works GFcladding2w 17 Substation Dec 17 12 Jan 18 17 Second Floor of18corten steel. 1ST 15 Default Partition 1ST Fix Fix 13 Partition M&E 1ST Fix 16 Drawn - Chart Properties M&E 1ST Fix 14by: Planner

Acoustic Insulation

REV. DATE

Perforated Cor-Ten Cassette Screen setback 25mm from adjacent Corten cladding panels

DESCRIPTION

Architects, Landscape & Interior Design 16-20 Bath Street, Nottingham NG1 1DF T

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group

Window pod PIR board and fire rated canister applied insulation

Confetti CQ Campus 30

FFL = 38.930

Corten gutter system with interface to recessed fix cassette

Facade Section Detail 1 - 1

1w 22 Jan 18 1w 29 Jan Jan 18 18 1w 08 1w 15 Jan 18

26 Jan 18 12 Feb Jan 18 02 18 19 Jan 18

15 18

19 The manufacturer has specified the glazing and the Jan 18 17 works GFaluminium 17 Substation Dec 17 12according Trades Contractor 2w 18frame to the requirement of the Default contractors and is clearly stated in 18a document for the Notes: Comment - Chart Properties Revision No. A Drawn Properties Pre- Chart cast Stair instal no 1 Dwg No. 00001 1w 08 Jan 18 12 Jan 18 18by: Planner contractor toJanrefer. 19 Pre cast Stair instal no 2 18 19 Jan 18 1w 15 Project19 Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp Planned by Asta Powerproject

Default

DRAWING

Facade Section Corten Cladding Detail PROJECT NUMBER

SCALE

DATE

2588

1:20 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

Preliminary

MLD

301

15 Partition 1ST Fix StairFix instal no 1 18 M&Ecast 1ST 16 Pre 19 Pre cast Stair instal no 2

Trades Contractor

PROJECT

Outer sill flashing with interface to recessed fix cassette

Second Floor First Floor Trades Contractor

Waterproof membrane

FFL = 42.230

Cavity barriers and smoke stop for Curtain Walling to suit site. Bracket Structural Fixing to Structural Engineers Details

4 7

1w 22 Jan 26 Jan Jan 18 18 Jan 18 18 12 1w 08 15 Jan 18 02 19 Feb Jan 18 1w 29

CURTAIN WALLING 1w 15 Jan 18 19 Jan 18

Frameless Window insert to Curtain Walling System

Glenn Reeves

5 10

1w 15 Jan 18 19 Jan 18

9 1st fixFix - 2ND 11 1ST1ST 15 WINDOWS 10 Partition 1st fix 12 M&E 1ST Fix 16

Feb 5

3 1

INTERNAL CURTAIN WALLING Ground Floor Second WINDOWS GRD - 1ST

Curtain Walling System

2018 January 7 15 22 5 6

14 M&E

Aluminium Fixing Plate

1w 26 Jan 18 3w 08 Jan 18 12

9 7 10 13 8

275mm concrete deck to Structural Engineer's details

2017 December 18 25 1 17 21 1w 17 22 2 3 09 Dec Feb 18 29 Dec Jan 18 2w 18

22 Jan 18 19 26 Jan 18 1w 15

4 7 5

FFL = 45.464

2018 4 January 15 5 22 5 6

1w 15 Jan 18 19 Jan 18

100 mm Infill SFS fixed to the structure

Duration Jan 18 Jan 18 26Finish 2w 15Start

5 9

35mm Benchmark Metallic Recessed Fix Cassette or similar

18 1

SFS 3RD - 4TH FLOOR WINDOWS GRD - 1ST EXTERNAL FACADE 6 SFS 10 1ST -FLOOR 2ND SFS 4TH GRD--5TH 1STFLOOR 2 WINDOWS

100mm Benchmark Quadcore Karrier Vertically laid or similar fixed with a minimum of 2 Nr fasteners per panel per rail U-Value = 0.18W/m2K

Glenn Reeves

1w 08 Jan 18 12 Jan 18

SFS 1ST - 2ND FLOOR

Drawn by: Planner - Chart Properties

Dwg No. 00001

Project Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp

Revision No. A

Notes: Comment - Chart Properties

Planned by Asta Powerproject

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

13/12/2017CONSTRUCT 6TH FLOOR / 1

ROOF

Line EXTERNALName FACADE 2 3 1 4 5 6 2 3 4 7 5 8 6

9 7 10 8

SFS GRD - 1ST FLOOR CONSTRUCT 6TH FLOOR / SFS 1ST - 2ND FLOOR ROOF SFS 2ND - 3RD FLOOR

3w 08 Jan 18 26 Jan 18

2017 December Duration Start Finish 18 25 1 1w 18 Dec 17 22 Dec 17 21 2 3 1w 26 Jan 18 3w 08 Jan 18 12

1w 22 Jan 18 26 Jan 18

SFS 1ST - 2ND FLOOR BRICKWORK SFS 2ND - 3RD FLOOR

1w 08 Jan 18 12 Jan 18

2018 January 15 22 5 6

CURTAIN WALLING BRICKWORK WINDOWS - 1ST BWK GRD -GRD 1ST FLOOR

1w 15 Jan 18 2w 1w 15 22 Jan Jan 18 18 29 2w Jan 18 18 1w 29 Jan

19 Jan 18 26 26 Jan Jan 18 18 09 Feb 02 Feb 18 18

15 15 Jan Jan 18 18 22 Jan 29 Jan 18 18

19 26 Jan Jan 18 18 26 Jan 18 09 Feb 18

1w 2w 1w 2w

WINDOWS 2ND BWK 1ST - 1ST 2ND- FLOOR INTERNAL CURTAIN WALLING Ground Floor WINDOWS GRD - 1ST

1w 15 Jan 18 19 Jan 18 Jan 18 1w 26 Jan Jan 18 18 22 Jan 18 12 1w 08 1w 15 Jan 18 19 Jan 18

9 Partition 1st 1ST fix - 2ND 11 WINDOWS 10 12 M&E 1st fix

Feb 5

4 5

29 Dec Jan 18 02 Dec Feb 18 1w 17 2 1w 18 17 22

BWK GRD- -4TH 1STFLOOR FLOOR SFS 3RD BWK 1ST 2ND FLOOR SFS 4TH - 5TH FLOOR

3 1

1w 15 Jan 18 19 Jan 18

SFS 3RD - 4TH FLOOR EXTERNAL FACADE SFS SFS 4TH GRD--5TH 1STFLOOR FLOOR

Glenn Reeves

6 3 4 7

5 8 6

9 7 10

9 11

10 12

INTERNAL First Floor Ground Floor 13 Partition 1ST 1st fixFix 11 Partition 14 1ST M&E 1st fixFix 12 M&E

1w 12 Jan Jan 18 18 08 Jan Jan 18 18 12 1w 08 18 19 1w 19 Jan Jan 18 18 15 Jan Jan 18 1w 15

Second Floor First Floor 15 Partition 1ST 1ST Fix Fix 13 Partition 16 M&E 1ST Fix 1ST Fix 14 M&E

22 Jan 1w 12 Jan Jan 18 18 Jan 18 18 26 1w 08 29 Jan 18 02 Feb 18 1w 1w 15 Jan 18 19 Jan 18

17 Substation works GF Second Floor

2w 18 Dec 17 12 Jan 18 17

13 11 14 12

22 Jan 18 26 Jan 18 STEEL1w FRAME SYSTEM (SFS)& 12 Feb Jan 18 1w 18 29 Jan Jan 18 18 02 1w 08 CLADDINGS 1w 15 Jan 18 19 Jan 18

15 Partition 1ST Fix 18 StairFix instal no 1 M&Ecast 1ST 16 Pre 19 Pre cast Stair instal no 2

15 16

works GF 17 Substation Trades Contractor

The red indicates the aluminium frame of the glazing which includes transoms and mullions, while the blue shows the double glazing of the curtain wall.

2w 18 Dec 17 12 Jan 18 17

Default

Originally the frame is fixing floor by floor, but to work Notes: Comment - Chart Properties Revision No. A 18 1w 08 Jan 18 12 Jan 18 faster, the contractors 19frame on 2 nd Pre cast Stair instal no 2 Jan 18 19 Jan 18 is now fixing the 1w 15 Project19 Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp Planned by Asta Powerproject Trades Contractor floor at the same time. Drawn Properties Pre- Chart cast Stair instal no 1 Dwg No. 00001 18by: Planner

Default

The wall is fixed through the back restraint bracket to the concrete floor slab and the frame is still covered in order to avoid scratches and damages during the construction.

Drawn by: Planner - Chart Properties

Dwg No. 00001

Revision No. A

Notes: Comment - Chart Properties

After finish fixing the frame, the programme of putting Project Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp Planned by Asta Powerproject claddings and internal partitions may start. The contractors are optimistic that the work can start in the week after, from 22 January. Further information will be included in Chapter 7: Visit 5, as it should be in process in the next visit , 13 February.

First Floor

6.4

S TA I R S

13 Partition 1ST Fix

1w 08 Jan 18 12 Jan 18

14 M&E

1w 15 Jan 18 19 Jan 18

1ST Fix

six week programme

Second Floor 15 Partition 1ST Fix

1w 22 Jan 18 26 Jan 18

16 M&E

1w 29 Jan 18 02 Feb 18

13/12/2017

1ST Fix

Glenn Reeves

2017 2018 January Dec 17 12Finish Jan 18 17 December 2w 18 Start Duration 18 25 1 8 15 22 1 2 3 4 5 6 CONSTRUCT 6TH FLOOR / 18 18 1w 26 Jan Jan 18 18 1 Pre cast Stair instal no 1 3w 08 08 Jan Jan 18 18 12 1 ROOF 19 19 Pre cast Stair instal no 2 1w 15 Jan 18 19 Jan 18

17 Substation works Line Name GF

Feb 5

Trades Contractor EXTERNAL FACADE 2

SFSDefault GRD - 1ST FLOOR

Drawn by: Planner - Chart Properties

SFS 1ST - 2ND FLOOR

1w 18 Dec 17 22 Dec 17 2 Dwg No. 00001

Revision No. A 1w 08 Jan 18 12 Jan 18

SFS 2ND - 3RDPowerproject\Projects\Confetti.pp FLOOR Project4Ref. C:\Users\glenn.reeves\Documents\Asta

1w 15 Jan 18 19 Jan 18

SFS 3RD - 4TH FLOOR

1w 22 Jan 18 26 Jan 18

SFS 4TH - 5TH FLOOR

1w 29 Jan 18 02 Feb 18

Notes: Comment - Chart Properties 4

Planned by Asta Powerproject 5 6

BRICKWORK 7

BWK GRD - 1ST FLOOR

2w 15 Jan 18 26 Jan 18

BWK 1ST - 2ND FLOOR

2w 29 Jan 18 09 Feb 18

7 8

CURTAIN WALLING WINDOWS GRD - 1ST

1w 15 Jan 18 19 Jan 18

10 WINDOWS 1ST - 2ND

1w 22 Jan 18 26 Jan 18

9 10

INTERNAL Ground Floor 11 Partition 1st fix

1w 08 Jan 18 12 Jan 18

12 M&E

1w 15 Jan 18 19 Jan 18

1st fix

11 12

First Floor

STAIR 1 Although Stair 1 is scheduled to be fixed between 8th and 12th January, it is still not visible on site on the 16th January. This is due to the delay of the manufacturer that they did not finish the concrete staircase on time. Workers are fixing steel supports on walls for inserting the stair-core later in this week as Stair 1 should be arriving the week after ,22 January.

STAIR 2 Stair 2 is still not visible on site.

13 Partition 1ST Fix

1w 08 Jan 18 12 Jan 18

14 M&E

1w 15 Jan 18 19 Jan 18

1ST Fix

Second Floor 15 Partition 1ST Fix 16 M&E

STAIR 3

1ST Fix

1w 22 Jan 18 26 Jan 18 1w 29 Jan 18 02 Feb 18

13 14

15 16

Temporary balustrades are placed to ensure safety 2w 18 Dec 17 12 Jan 18 17 in the site so that they can assist the workers and the Although it is scheduled as constructing after18Stair in instal novisitors walking and 18 12 Jan 18 down the stairs. Pre cast1Stair 1 1w 08 Jan 18 up 19 19 Jan 18 Pre cast Stair instal no 2 19 15 Jan 18 1w the 6 weeks programme, it is said to be arriving on the Trades Contractor next day of this visit, 17 January, and will be insert to the However, no further construction was added on since Default structure immediately. theDwg last focusing on Notes: Comment - Chart Properties No. 00001 visit, it is because Revision No. A the workers are Drawn by: Planner - Chart Properties other tasks that they need to get the programme Project Ref. C:\Users\glenn.reeves\Documents\Asta Powerproject\Projects\Confetti.pp Planned by Asta Powerprojectback Therefore, it will be further discussed in the Chapter to schedule so Stair 3 is not in the 6 week programme 7&8 as it will be installed completely by that time. that they set . 17 Substation works GF

3111

C O U RT YA R D X105 COMPUTER SUITE

Insitu concrete

Pre-cast concrete

Ground Floor 38.568

Ground Floor 38.360

Detail V - 301 CH 3.24

SH 0.81 HH 2.93

3235

Duct

U/S 2.07

U/S 2.00

HH 2.41 SH 0.68

Female WC

FFL Col

HH 2.83 SH 0.73

U/S 2.58

H104 SCH 2.56

CH 3.01

39.04

SP 1.37

Turning circle

STN/147 39.01

COURTYARD Lift Col

SH 0.81 HH 2.93

DH 2.05 CH 3

CH 3.01

21 20

S13

Disabled WC + shower

S12

U/S 2.93

18 17

15 16 Changing Room Shower

wash

U/S 2.71

34.770

12 13 14

Store 1.54 sqm

shaft recess for drinking tap

U/S 2.71

33 34

SH 0.81 HH 2.93

dumb waiter 1100x1100

Ambulant Disabled

U/S 2.78

31 32

SH 0.81 HH 2.93

35 36 11

cupbd

cook

CH 3.01

29 28 27 26

U/S 2.58

CH 3.01

SH 0.81 HH 2.93

23 22 21

SH 0.81 HH 2.93

CH 2.49

CH 3.07

U/S 2.93

Col

U/S 2.57

U/S 2.71

DH 2.05

CH 2.99

TA 2.23

HH 2.83 SH 0.73

FFL 39.06

SH 0.79 HH 2.88

26 24 17 18

Stair 2

25 24 23

SH 0.95 HH 2.17

2010 1010 100 3622 1010

Lounge

SP 1.37

634

SH 1.51 HH 2.31 TA 2.39

SH 1.54 HH 2.35 TA 2.40

SH 0.82 HH 2.95 CH 3.03

Duct

SCH 2.58

CH 3.03

DH 1.96

SCH 2.58

U/S 2.58

Hatch

Lounge

28 27

Further construction of placing insulation and floor furnishing are required in the future programme. Ground Floor Wheelchair Refuge

prep

15 14

U/S 2.78

FFL 39.07

U/S 2.59

110

tructi under cons CH 2.78

SH 0.82 HH 2.95

Toilets

To ConFetti

FFL 39.01

CH 3.03

DH 1.96

Hatch

Ground Floor 35.048

U/S 2.71

Col

SH 0.82 HH 2.95

Circular SH 0.94 HH 1.73

FFL 37.69

SP 1.37

CH 3.06

SH 0.79 HH 2.95

Step

SH 0.64 HH 2.95 U/S 3.07

Link to Confetti

DH 2.06

STN/146 39.07

CH 2.99

TA 2.23

FFL 39.06

CH 2.99

DH 2.04

H102 SCH 2.58

SH 0.79 HH 2.95

Ceil 40.54

A 220

DH 1.96

Circular SH 1.61 HH 2.41 FFL 37.89

Hatch

CH 2.83

Circular SH 0.94 HH 1.73

U/S 1.99

DH 1.96

C101

C120

U/S 2.81

Existing door to be

SH 0.74 TA 3.21

SP 1.37

H101 SCH 2.62

Detail S - 301

SH 0.64 HH 2.95 U/S 3.07

Kitchen CH 3.14

SP 1.45

CH 3.06

CH 3.17

COURTYARD

C101/102 LIVE ROOM

222 A

C110

WINDOW

U/S 2.71

H103 SCH 2.61

First Floor 39.060

TA 2.27

FFL 39.04

FFL 39.08

STN/143 39.04

100

Canteen

New ramp to be constructed by contractor

1in12 ID 113

FFL 37.90

UP 130

125 354 1010

FFL 37.74

7110

FFL 37.73

U/S 1.99

Step

Lift

First Floor 39.060

Col

910 333 Wheelchair Refuge

X111 STAIR 2 LOBBY

First Floor 38.930

SP 1.45

ID 114

FLAT ROOF

OMIT FULL HEIGHT

CH 3.03

248

1031

X110 STAIR 2

SH 0.74 TA 3.21

Column

Ceiling Decorative CH 2.83

Column

CH 3.17

Column

CH 3.32

SH 0.63 HH 3.05

314

SCH 3.02

ID 112

X112 clnrs cpbd ID 111

STN/113 37.90

600

Circular SH 1.61 HH 2.41

W 08

SH 0.74 TA 3.21

It is a pre-cast concrete slab, instead of using the same method of pouring concrete on insitu frame as the other part of the building. This is due to avoid uncontrollable pouring in limited space of the courtyard. SH 0.63 HH 3.05

Circular SH 1.61 HH 2.41

DH 1.96

38.12

Step

FFL 37.92

U/S 2.90

U/S 2.89

STN/112 38.10

FFL 38.13

Step

FFL 37.76

FFL 38.11

FFL 38.06

DH 1.94

Step

FFL 38.12

SCH 2.44

STN/111 38.32

CH 2.37

DH 1.95

FFL 38.13

SCH 2.41

CH 2.77

DH 1.95

CH 2.37

DH 1.94

SCH 2.38

FFL 38.29

CH 3.01

Step

STN/114 38.04

CH 2.88

DH 2.00

SCH 2.58

STN/115 36.46

221 B

access

DH 2.01

HH 1.92 SH 1.09

SH 0.88 TA 2.95

beam

First Floor 38.930

Limited

Room Server CH 3.34

38.26

HH 1.92 SH 1.09

SH 0.87 TA 2.94

FFL 38.23 Ceil 40.88

downstand

422 1

U/S 2.91

line Assumed external wall

X102 KITCHEN 24m2

X102 KITCHEN 12 m2

FFL 37.76

C105 CH 3.02

HH 1.92 SH 1.09

DH 1.95

Win/A SH 2.04

X114 NEW RAISED COURTYARD

First Floor 38.568

GRAB AND GO

ID 110

U/S 2.50

NEW COURTYARD

x 550 deep

ID 108

Mechanical riser

W 01

HH 1.92 SH 1.09

AREA

First Floor 38.930

void

NEW DOORS OUT TO

W 07 ADDITIONAL SEATING

First Floor 38.930

ID 109

300 wide

First Floor X103 38.930 CAFE SERVERY 38 m2

SH 0.86 TA 2.94

ACROSS

ED 15 ED 16

First Floor 38.360

STN/110 38.23

NEW STEPS

Electrical riser

1100MM HIGH

200 wide x 1000 high upstand

U/S2 .13

ACCESS

ID 107 LOW WALL 1100MM HIGH

LOW WALL

312

STN/109 38.27

1in15

First Floor 38.764

FFL 38.23

First Floor 38.930

DH 2.02

1in15

220 A

IS 101

CH 3.26

W 04

ID 106

First Floor 38.360

1in15

The steel structure of the raised courtyard was visible in the last visit. This visit, the concrete slab has added to the construction and is placed on the top of the steel structure. U/S 2.44

OH 2.04

First Floor 38.568

ID 102

UP 570

SH 0.90 HH 2.53

ID 105

DH 2.00 Win/A SH 2.05 HH 2.53

X109 STAIR 1 LOBBY

FFL 38.36

X101 CAFE 151 m2

X014 SERVER ID 101

First Floor 38.764

DH 2.02

U/S 2.01

40.89 Ceil STN/108 38.36

First Floor 38.568

38.27

ID 104 ID 103

U/S 2.94

DH 1.96

FFL 38.28 SH 0.91 HH 1.96

Floor Slope 38.31

38.21

X108 STAIR 1

38.24

310

X104 SEMINAR ROOM 30 m2

Ceil 41.10

X106 FEMALE WC

Wall 1.29h

X107 ACCESSIBLE WC 15

U/S 41.09

U/S level 41.06

U/S 3.06

CH 3.32

U/S 2.44

W 02 W 05

SH 0.74 TA 3.21

Room Server 3.01 SCH

SCH 4.33

x 550 deep

FFL 40.30

W 06 300 wide

STN/129 39.72

D 301

beam downstand

SCH 4.90

F 300

38.23

E 300

HH 2.87 SH 0.80

38.22

C 222

HH 2.87 SH 0.80

TA 2.92 SH 0.85

U/S 1.39

38.26

HH 2.99 SH 0.79

TA 2.89 SH 0.81

TA 2.90 SH 0.82

421

420

SH 0.76 TA 3.20

Same as ground Floor (Type 12) but on Precast concrete Plank to Structural Engineer's details

221

6.5

Male WC

Ambulant Disabled

D C B

21/08/17 Change to HE reception wall GF and door position FF 10/08/17 Additional dimensions added to HE Centre 12/05/17 Amendments to drawings following the Topo Survey and SE info

23/01/17 Amendments to drawings REV. DATE

DESCRIPTION

MLD TE MLD MLD BY

S ITE

VISIT 5

Date: 13 February 2018 (Tue) Weather: cloudy with rain occasionally Temperature: 3 °C People on site: 40 to 50

• Project manager

• Contractors

• Workers

• Mechanicians

• Students and tutors

P ROGRAMME

7.1 A 1

B C D E F G H I J K L M N O P Q R S T U V W X Y Z AAABACADAEAFAGAHAIAJAKALAM ANAOAPAQARASATAUAVAW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BXBYBZCACBCCCDCECFCGCHCICJ

Confetti

2 3 4

2017 2018

Month/year

Line

March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

5 Task 6 Tender programme

Key Subcontractor Procurement Construction Programme

5 6 7 8

Architectural, structural and civil to 11 stage 4 12 Subcontractor procurement

Site Preperation

Superstructure

5w 25 Sep 17 A

27 Oct 17 A

02 Oct 17 A

03 Nov 17 A

09 Oct 17 A

10 Nov 17 A

Construct Third Floor Slab

23 Oct 17 A

17 Nov 17 A

Construct Columns and Walls Third to Fourth

4w 10 Nov 17 A 07 Dec 17 A

23 24

Construct Columns and Walls Second to Third

Construct Fourth Floor Slab

4w 20 Nov 17 A 15 Dec 17 A

Construct Columns and Walls Fourth to Fifth

4w 04 Dec 17 A

12 Jan 18 A

Construct Fifth Floor Slab

3w 19 Dec 17 A

22 Jan 18 A

Construct Columns and Walls Fifth to Terrace

2w 20 Dec 17 A

16 Jan 18

Stair 1 PCC Deliver and Install

08 Jan 18 A

12 Jan 18 A

Stair 2 PCC Deliver and install

15 Jan 18 A

19 Jan 18 A

Construct Terrace Slab

15 Jan 18 A

26 Jan 18 A

Strip and Site Clear

29 Jan 18 A

09 Feb 18 A

44 45

46 47

22 23 24 25

35 36 37

40 41

HE Steelwork Frame and Stair / Floors

2w 07 Aug 17 A 18 Aug 17 A

Floor Joists and Landings installed

1w 21 Aug 17 A 25 Aug 17 A

42 43

Lift Shaft Frame

2w 04 Sep 17 A

15 Sep 17

Roof Protect

1w 29 Aug 17 A

04 Sep 17

44 45

31 32 33

38 39 40 41 42 43

Partition Walls

1w 21 Aug 17 A 25 Aug 17 A

1st fix M&E

1w 21 Aug 17 A 25 Aug 17 A

1st fix Joinery + Door instal

3d 29 Aug 17 A

Partial Stair 2 and Client Handover, Out of hours finishes External Envelope External Wall External SFS and Carrier Panel

External SFS and carrier pannels grnd - 1st

External SFS and carrier pannels 1st - 2nd

External SFS and carrier pannels 2nd - 3rd

External SFS and carrier pannels 3rd - 4th

External SFS and carrier panels 4th to 5th External SFS and carrier panels 5th to 6th Roof Curtain Walling / Windows and Doors

31 Aug 17

18 Dec 17 A

04 May 18

18 Dec 17 A

04 May 18

16 Mar 18

11w

18 Dec 17 A

1w 18 Dec 17 A 22 Dec 17 A 1w

08 Jan 18 A

1w 06 Feb 18 A 1w

12 Mar 18

16 Mar 18

15 Jan 18 A

22 Mar 18

57 58

15 Jan 18 A

19 Jan 18 A

22 Jan 18 A

07 Feb 18 A

Curtain walling and windows 2nd - 3rd

2w 1d 09 Feb 18 A

19 Feb 18 A

Curtain walling and windows 3rd - 4th

27 Feb 18

28 Feb 18

Curtain Walling / Windows 4th to 5th

01 Mar 18

07 Mar 18

Facing Brick Gnd to 1st

07 Mar 18

1w 3d

13 Mar 18

9w 3d

26 Feb 18 A

1w 26 Feb 18 A

24 Apr 18

23 Apr 18

04 May 18

67 68 69 70 71

17 Apr 18

Corten Fixed Cassette Gnd to 1st

27 Feb 18

05 Mar 18

Corten Fixed Cassette 1st to 2nd

05 Mar 18

09 Mar 18

Corten Fixed Cassette 2nd to 3rd

12 Mar 18

16 Mar 18

Corten Fixed Cassette 3rd to 4th

20 Mar 18

26 Mar 18

Corten Fixed Cassette 4th to 5th

26 Mar 18

03 Apr 18

Corten Fixed Cassette 5th to 6th

04 Apr 18

17 Apr 18

Roof Works

87 88 89 90 91 92

27 Feb 18

79 80 81

03 Apr 18

12 Mar 18

24 Apr 18

12 Mar 18

23 Mar 18

20 Mar 18

26 Mar 18

Deck/ insulation / Single Ply

26 Mar 18

10 Apr 18

Rainwater Goods

12 Apr 18

18 Apr 18

87 88 89

04 Apr 18

10 Apr 18

11 Apr 18

24 Apr 18

11 Apr 18

17 Apr 18

05 Mar 18

10 Apr 18

93 94

05 Mar 18

16 Mar 18

12 Mar 18

16 Mar 18

install roof plant Upper roof Deck/ insulation / Single Ply Membrane

1w 1w

Rainwater Goods

Upper Roof Parapets / Gutters

Mesh Fenceline

Plant Bases and upstands

Terrace Floor Finish

95 96

Green Sedum Roof 6th Floor Upper Roof

102

24 Apr 18

28 Mar 18

26 Mar 18

03 Apr 18

16 Mar 18

15 Mar 18

Roof Parapets / Outlets

05 Mar 18

Plant Bases and upstands

27 Feb 18

Rainwater Goods 6th Floor Lower Roof

27 Feb 18

Lower roof Deck Lower Roof Membrane and Insulation

4w 4d

Lower Roof Parapets / Outlets

7w 4d

5th Floor Roof

27 Feb 18

10 Apr 18

11 Apr 18

26 Mar 18 19 Mar 18 03 Apr 18 26 Mar 18

Building Watertight Ground Floor Internal Finishes Internal Finishes

1st fix Partitions

17w 3d

08 Jan 18 A

90 91 92

10 Apr 18

23 Mar 18

09 Apr 18

26 Mar 18

14 May 18

100

17w 3d

08 Jan 18 A

14 May 18

101

4w 3d

08 Jan 18 A

07 Feb 18 A

102

103

M&E Installation

3w 3d

15 Jan 18 A

28 Feb 18

104

Close Up Dry Lining / Partitions

1w 4d

29 Jan 18 A

19 Feb 18 A

104

29 Jan 18 A

16 Feb 18 A

105

27 Feb 18

05 Mar 18

105

Fire Stopping

106

Joinery

107

under floor heating

108

screeding

109

Plastering

110

05 Mar 18

06 Mar 18

08 Mar 18

14 Mar 18

1w 4d 27 Feb 18 A

103

106 107 108

09 Mar 18

109

Mist Coat Walls

111

2nd Fix M&E

07 Mar 18

20 Mar 18

112

Decoration Works inc. Tiling

19 Mar 18

23 Mar 18

113

Suspended Ceiling Finishes

26 Mar 18

03 Apr 18

114

Internal Glass Screens

03 Apr 18

09 Apr 18

114

115

Floor Finishes

115

116

3rd Fix M&E

05 Mar 18

06 Mar 18

03 Apr 18

16 Apr 18

19 Apr 18

25 Apr 18

117

Power On / Heat On

16 Apr 18

118

Joinery - 2nd Fix (doors)

09 Apr 18

20 Apr 18

119

IPS installation

12 Apr 18

18 Apr 18

120

Sanitary Installation

23 Apr 18

27 Apr 18

121

Final Fix FF&E

30 Apr 18

14 May 18

122

Cleaning and Snagging

123

First Floor Internal Finishes

124

Internal Finishes

1w 18w 3d 18w 3d

08 May 18 08 Jan 18 A 08 Jan 18 A

110 111 112 113

116 117 118 119 120 121

14 May 18

122

21 May 18

123

21 May 18

126

M&E Installation

March April May 20 27 3 10 17 24 1 8 15 22 3w 4d 15 Jan 18 A 01 Mar 18 A -8 -7 -6 -5 -4 -3 -2 -1 1 2 3

127

Close Up Dry Lining / Partitions

1w 4d 14 Feb 18 A

26 Feb 18 A

128 Line 129

Fire Stopping Name Suspended MF Ceilings

2w 12 Feb 18 A Duration Start 2w 1d 20 Feb 18

23 Feb 18 A Finish 06 Mar 18

130

Joinery

26 Feb 18

02 Mar 18

131

1st Fix FF&E

26 Feb 18

09 Mar 18

132

Plastering

133

Line 125

Name

1st fix Partitions

Duration 4w 3d

Start 08 Jan 18 A

Finish 14 Feb 18 A

-8

-7 -6 -5 -4 -3 -2 -1 1 2 3 20 27 3 10 17 24 1 8 15 22 March April May

29 4 4 29

5 5

June 12 19 6 7 6 7 12 19 June

26 8

8 26

9 3

2017 2018 124 July August September October November December January February March April May June July August September 125 10 17 24 31 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 5 12 19 26 5 12 19 26 2 9 16 23 30 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 3 10 17 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 126 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 127 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 128 12 10 17 24 31 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 5 19 26 5 12 19 26 2 9 16 23 30 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 3 10 17 July August September October November December January February March April May June July August September 129 2017 2018 130 131

12 Mar 18

13 Mar 18

14 Mar 18

27 Mar 18

2nd Fix M&E

26 Mar 18

03 Apr 18

135

Decoration Works inc. Tiling

04 Apr 18

10 Apr 18

136

Suspended Ceiling Finishes

10 Apr 18

16 Apr 18

136

137

Internal Glass Screens

10 Apr 18

23 Apr 18

137

138

Floor Finishes

26 Apr 18

02 May 18

139

Power On / Heat On

23 Apr 18

140

Joinery - 2nd Fix (doors)

16 Apr 18

27 Apr 18

IPS installation

19 Apr 18

25 Apr 18

142

Sanitary Installation

30 Apr 18

04 May 18

143

Final Fix FF&E

08 May 18

21 May 18

144

Cleaning and Snagging

15 May 18

21 May 18

145

Second Floor Internal Finishes

138 139

As the revised target programme is more updated and more related to real construction process, it is used from this Chapter accompany with the 6-weeks programme that show the actual progress in the site.

140 141 142 143 144

04 May 18

145

04 May 18

146

3w 1d

22 Jan 18 A

12 Feb 18 A

147

29 Jan 18 A

23 Feb 18 A

Close Up Dry Lining / Partitions

27 Feb 18

02 Mar 18

149

Fire Stopping

27 Feb 18

02 Mar 18

150

151

Joinery

05 Mar 18

08 Mar 18

151

152

22 Jan 18 A

-6d 135

1st fix Partitions

14w 3d

22 Jan 18 A

134

M&E Installation

Internal Finishes

14w 3d

133

150

148

132

149

147

148

1st Fix FF&E 152

Plastering

153

Mist Coat Walls

154 155

05 Mar 18

09 Mar 18

1w 2d

12 Mar 18

20 Mar 18

19 Mar 18

23 Mar 18

26 Mar 18

03 Apr 18

2nd Fix M&E

Decoration Works inc. Tiling

156 157

Suspended Ceiling Finishes

29 Mar 18

06 Apr 18

Internal Glass Screens

03 Apr 18

09 Apr 18

158

Floor Finishes

10 Apr 18

23 Apr 18

159

3rd Fix M&E

16 Apr 18

20 Apr 18

160

Power On / Heat On

23 Apr 18

161

Joinery - 2nd Fix

16 Apr 18

20 Apr 18

162

IPS installation

10 Apr 18

16 Apr 18

Sanitary Installation

16 Apr 18

20 Apr 18

163

153 154 155 156 157 158 159 160 161 162 163

Final Fix FF&E 164 165 166

167

Cleaning and Snagging Third Floor Internal Finishes Internal Finishes

1st fix Partitions

168 169

30 Apr 18

04 May 18

11w 2d

20 Feb 18 A

14 May 18

165

11w 2d

20 Feb 18 A

14 May 18

166

1w 27 Feb 18 A

05 Mar 18 A

M&E Installation

2w 20 Feb 18 A

05 Mar 18 A

Close Up Dry Lining / Partitions

170

Fire Stopping

07 Mar 18

13 Mar 18

171

Joinery

13 Mar 18

19 Mar 18

172

20 Mar 18

28 Feb 18

164

167 168

06 Mar 18

169 170 171

1st Fix FF&E Plastering

173 174

Mist Coat Walls

03 Apr 18

2nd Fix M&E

10 Apr 18

175

Decoration Works inc. Tiling

16 Apr 18

176

Suspended Ceiling Finishes

23 Apr 18

26 Mar 18

172

09 Apr 18

173

16 Apr 18

174

20 Apr 18

175

27 Apr 18

177

Internal Glass Screens

23 Apr 18

25 Apr 18

178

Floor Finishes

30 Apr 18

04 May 18

179

3rd Fix M&E

30 Apr 18

04 May 18

180

Power On / Heat On

09 Apr 18

181

Joinery - 2nd Fix

30 Apr 18

04 May 18

182

IPS installation

23 Apr 18

27 Apr 18

183

Sanitary Installation

30 Apr 18

04 May 18

184

Cleaning and Snagging

08 May 18

14 May 18

185

Fourth Floor Internal Finishes

The contractor is still positive that they can meet the end date in 11 June and they revise the programme to prove to the project team. Target and progress programme are set to revise the whole programme, stating the tasks that are completed and the duration of tasks that they are going to complete in the future.

-4d

Mist Coat Walls

134

141

As the programme is quite behind the schedule that the contractor set in the beginning of the project even though they worked longer in the Christmas holidays. The project team and the contractor had a meeting regarding to whether the construction can be completed on time.

23 Mar 18

26 Mar 18

2w 2w

04 May 18

13 Mar 18

12 Mar 18

13 Mar 18

01 Mar 18

Facing Brick 4th to 5th

6w 4d

22 Mar 18

1w 4d

Facing Brick 3rd to 4th

Facing Brick 5th to 6th

02 Mar 18 A

Facing Brick 1st to 2nd Facing Brick 2nd to 3rd

Corten Fixed Cassette installation

1w 9w 4d

2w 3d

Curtain Walling / Windows 5th to 6th Roof

28 Feb 18 08 Mar 18

Curtain Walling / Windows grnd - 1st

External Doors and Louvres

12 Feb 18

Curtiain walling and windows 1st - 2nd

Facing Brickwork

12 Jan 18 A

02 Mar 18

17w 3d 17w 3d

-2d 46

01 Sep 17 A 01 Sep 17 A

2w 4d 09 Feb 18 A

14d

15 Sep 17

28 Jul 17 A

-10d

04 Aug 17 A 04 Aug 17 A

24 Jul 17 A

176 177 178 179 180 181 182 183

Final Fix FF&E

186

Internal Finishes

184

11w

28 Feb 18

18 May 18

185

11w

28 Feb 18

18 May 18

186 187

187

1st fix Partitions

28 Feb 18

06 Mar 18

188

M&E Installation

08 Mar 18

14 Mar 18

189

Close Up Dry Lining / Partitions

16 Mar 18

22 Mar 18

189

190

Fire Stopping

16 Mar 18

22 Mar 18

190

191

Joinery

192

Plastering

193

188

23 Mar 18

29 Mar 18

191

23 Mar 18

29 Mar 18

192

Mist Coat Walls

03 Apr 18

09 Apr 18

194 195

1st Fix FF&E

2nd Fix M&E

06 Apr 18

12 Apr 18

Decoration Works inc. Tiling

12 Apr 18

18 Apr 18

196

Suspended Ceiling Finishes

16 Apr 18

20 Apr 18

197

Internal Glass Screens

17 Apr 18

19 Apr 18

198

Floor Finishes

18 Apr 18

01 May 18

199

3rd Fix M&E

200

Power On / Heat On

23 Apr 18

27 Apr 18

04 May 18

193 194 195 196 197 198 199 200

201

Joinery - 2nd Fix

04 May 18

11 May 18

202

IPS installation

27 Apr 18

03 May 18

Sanitary Installation

04 May 18

11 May 18

14 May 18

18 May 18

03 Apr 18

21 Jun 18

205

203

201 202 203

Final Fix FF&E 204

Cleaning and Snagging

205

Fifth Floor Internal Finishes

11w 1d

206

207

Internal Finishes

1st fix Partitions

204

11w 1d

03 Apr 18

21 Jun 18

206

4w 3d

03 Apr 18

21 Jun 18

207

208

1st fix M&E Installation

10 Apr 18

16 Apr 18

208

209

Close Up Dry Lining / Partitions

10 Apr 18

16 Apr 18

209

210

Fire Stopping

10 Apr 18

16 Apr 18

210

211

Joinery

16 Apr 18

20 Apr 18

211

212

20 Apr 18

212

1st Fix FF&E Plastering

213

Mist Coat Walls

214

2nd Fix M&E

215

16 Apr 18 23 Apr 18

27 Apr 18

03 May 18

Decoration Works inc. Tiling

04 May 18

11 May 18

216

Suspended Ceiling Finishes

10 May 18

16 May 18

217

Internal Glass Screens

04 May 18

11 May 18

218

Floor Finishes

219

3rd Fix M&E

220

Power On / Heat On

221

Joinery - 2nd Fix

1w 3d

14 May 18

23 May 18

15 May 18

21 May 18

27 Apr 18

21 May 18

25 May 18

213 214 215 216 217 218 219 220 221

222

IPS installation

16 May 18

18 May 18

223

Sanitary Installation

18 May 18

24 May 18

224

Cleaning and Snagging

25 May 18

01 Jun 18

27 Feb 18

23 May 18

225

222 223

Final Fix FF&E 224

Stair 1 Internal Finishes 225

Lift shaft

11w 4d

226

227

11w 4d

27 Feb 18

23 May 18

226

1w 2d

27 Feb 18

07 Mar 18

227

Form Entrances

05 Mar 18

23 Mar 18

228

229

Board out Internal skin

05 Mar 18

16 Mar 18

229

26 Mar 18

23 May 18

231

232 233 234 235

External landscaping, snag and clean 50 externals 51 PRACTICAL COMPLETION

SFS TO FRAME

228 230

Final testing and commissioning, air 49 testing, final clean and snag

Month/year

24 Jul 17 A 31 Jul 17 A

Stair 1 : M&E, Joinery, Decoration, 48 suspended ceiling, Balustrading

Grey Term Vacation

2d 03 Aug 17 A 04 Aug 17 A

146

42 43

15 Sep 17

08 Mar 18

7w 4d

EXAM PERIOD

26 Feb 18

Roof parapets, deck, insulation, 32 outlets, sedum roof 33 1st building air test

24 Jul 17 A

Temporary Weatherproofing to access studio

31 Curtain walling all levels

7w 4d

Temporary Works / Propping

30 Corten steel all levels

+ 14

1w 4d

Adjacent Gnd Flr Live room wall demo

29 Facing brickwork all levels

08 Mar 18

28 External panels all levels

+ 13

EXAM PERIOD

26 Jan 18 A

Stair 2 : 3rd fix M&E, Balustrading and 27 handrails, 2nd fix joinery

15 Jan 18 A

101

40 41

Internal Finishes

Red EXAM PERIOD

15 Jan 18 A

100

38 39

Steelwork to Upper Roof 6th floor

Stair 2 : 2nd fix M&E, decoration 26 staircase, suspended ceiling decoration

7w 4d

Stair 2 Construction

Stair 2 : Ist fix M&E, dryline walls, mist 25 coat

36 37

Steelwork Frame

Stair 2 Roof / Staircase Existing Walls and Stair removed

34 35

Main Build Steelwork Frame

10 11

08 Mar 18 09 Feb 18

Construct Columns and Walls First to Second

Alterations to existing building, roof 24 protection

08 May 17

05 Jul 17 A

Construct Second Floor Slab

08 May 17

20 Oct 17 A

2017 2018 July August September October November December January February March April May June July August September 10 17 24 31 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 5 12 19 26 5 12 19 26 2 9 16 23 30 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 3 10 17 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72

23 Aug 17 A

01 Sep 17 A

23 Steelwork lift shaft and roof

10 Jul 17 A 10 Jul 17 A

Insitu frame, PCC stairs between 22 floors up to roof deck

27 Jun 17 A

5w 18 Sep 17 A

Top soil strip, reduce dig, Piling, 21 Ground beams, Lift pit foundation

30 May 17 A

10 Jul 17 A

Site possession, cabins and welfare, 20 Signage

08 May 17 5w 1d

Construct Columns and Walls Grd-First

3 9

21/06/2018

Construct First Floor Slab

17 Sanitery goods, Landscaping 18 Construction programme 19 Start on site 06-05-2017

19 May 17

08 May 17

8w 2d

26 8

28w 4d

June 12 19 6 7

32w 3d

Insitu Concrete Frame

1w 08 May 17 A 12 May 17 A 08 May 17

Substructure Works

29 4

2w 08 May 17 A 19 May 17 A

Working Platform / Hardstanding done by Client Demolition and Work Alterations

March April May 20 27 3 10 17 24 1 8 15 22 -7 -6 -5 -4 -3 -2 -1 1 2 3

1w 08 May 17 A 12 May 17 A

55w 3d 08/05/2017 A

Internal partitions, Wall and ceiling 16 finishes

08 May 17 A

08 May 17

Signage

Roof finishes, Lift installation, 15 Windows and external doors

Hoarding and Fencing Cabins and Welfare

Stats connections, Frame, Cladding, 14 M&E

Finish

08 Jun 17 04 Sep 17 21 Jun 18

Enabling works, Site set up, Service 13 disconnetions, Groundworks, Piling

Start

07 Apr 17

20w 1d 07 Apr 17 55w 3d 08 May 17 A

Site Possession

Main Build Works

10 Planning conditions discharge

Site Set Up

8 Contract appointment 9 Technical Design stage

Duration

-8 Technical Design Stage

2 3 4

7 Tender addendum information

Name

Install lift Final Testing and Commisioning

8w 3d

230

16 Apr 18

15 Jun 18

231

16 Apr 18

29 May 18

232

Air Testing

14 May 18

15 May 18

Final Cleaning and Snagging

04 Jun 18

15 Jun 18

14 May 18

04 Jun 18

235 236

Final Testing and Commissioning

External Works

233 234

236

External Hardlandscaping Footpath

14 May 18

25 May 18

237

External Hardlandscaped Paved areas

21 May 18

04 Jun 18

237

Snagging and Cleaning externals

238

239

Practical Completion

21 May 18

04 Jun 18

11 Jun 18

Start

Finish

239

-8 Line

March

April

May

June

July

August Sept

Oct

Nov

Dec

Jan

Feb

March

April

May

June

July

August Sept

Name

Duration

-7 -6 -5 -4 -3 -2 -1 1 2 3 20 27 3 10 17 24 1 8 15 22 March April May

4 29

6 7 12 19 June

8 26

9 3

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Task are in ACTUAL progress: â&#x20AC;¢ Steel frame system â&#x20AC;¢ Internal partitions â&#x20AC;¢ 1st fix M&E â&#x20AC;¢ Insitu frame concrete on roof level â&#x20AC;¢ Lift shaft

-XQH

Task are EXPECTED in progress: â&#x20AC;¢ External envelope (Curtain wall, Corten cladding) â&#x20AC;¢ Lower roof membrane and insulation on 5th floor â&#x20AC;¢ Roof parapets â&#x20AC;¢ 1st fix FF&E â&#x20AC;¢ Joinery â&#x20AC;¢ Plastering â&#x20AC;¢Partitions â&#x20AC;¢Lift shaft

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Task are EXPECTED finished: â&#x20AC;¢ Superstructure: Insitu frame concrete â&#x20AC;¢Stair 1 & 2

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The table is an extract from the whole revised programme and according to the programme, the following tasks should be completed or in progress on 13 January 2018.

S UPERSTRUCTURE:

7.2

Final setting out of Roof-Terrace to be confirmed :

of Coping 922

3562

1646

1492

310

4550

5- Balustrade System to be confirmed by client 2951 Ec Ed

4452

3599

2279

443.5

2- Terrace Roof System build-up + Thermal performance, Roof Falls, Drainage to be confirmed following details from Roof subcontractor

Roof terrace balustrade guarding as spec ref L30.560

INSITU FRAME CONCRETE 497

INCOMPLETED ROOF SLABS

Detail A - 300 Top of Coping 55.775

3 Detail E - 300

of-Terrace Floor 324

SSL 55.024

JT3 .5x35 35 JT3 .5x35 35

Top of Coping Top of Masonry 55.547 55.462

GENERAL NOTES

External Walls Wall Construction - Corten Outer / SFS Inner 30mm Deep Corten Cassettes 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm 6752 SFS Zone, Filled with RW45 Insulation Ee 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns U-Value = 0.18W/m2K

Semi−intensive Green Roof Covering System construction -350mm concrete deck to Structural Engineer's details -3mm vapour control layer - 50 mm thick upstand to be used around the perimeter of the roof on the internal façade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the horizontal roof insulation. -1.60 tapered insulation zone to form the fall -1.5mm fully-adhered single ply membrane as S45.110A -roof barrier/protection layer(s) -drainage layer, filtration layer, substrate to depth required -80mm semi-intensive green roof covering as Q37.120A U-Value <0.15W/m2K.

The programme of superstructure should be ended according to the revised programme. However, the work of insitu frame concrete structure is still going on as the roof level has not fully completed. The concrete has been poured on the roof level , but it s not fully dried. Therefore, the steel supporting frame cannot be removed in order to hold the concrete slabs.

Terrace Roof System construction -350mm to 6th floor and 275mm to 5th floorconcrete deck to Structural Engineer's details -3mm vapour control layer -tapered zone for pedestal to allow falls from one side to the other of 1.60 tapered insulation zone to form the fall ( within the pedestal zone) - 50 mm thick upstand to be used around the perimeter of the roof on the internal façade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the horizontal roof insulation. -1.5mm fully adhered single-ply membrane as S42.110A -50mm Ballast (paving slabs on support) as Q37.140 U-Value <0.15W/m2K.

MJ (1 9.200) 54.647

External Curtain Walls Various Systems - refer to windows schedule Drawings CFB 322-324 U-Value = 0.15W/m2K G-value of glass = 0.35

Stair 1 Drawing 310

Top of Coping Top of Masonry 53.447 53.362

X501 COMPUTER SUITE

Detail B - 300

X502 COMPUTER SUITE

Detail I - 300

X508 STAIR 1

X509 STAIR 1 LOBBY

X504 FIFTH FLOOR TERRACE

51 .924 19

SSL 51 .624

MJ (1 6.200) 51 .647

18 17 16 51 .074

Type 2

CFB

Type 2 Detail F - 300

2945

10 9 8

Type 1

X402 COMPUTER SUITE

X408 STAIR 1

6 5

49.374 4

Detail C - 300

X409 STAIR 1 LOBBY

X404 SEMINAR ROOM

MJ (1 3.275) 48.722

48.694 19 18

Proposed masonryCFB to be built off existing gable - cut bricks to be removed to start new wall New step + cover Flashing to abutment to color match brick as H27 - 440

17 16 47.844

Type 2

Type 1

Type A

12 11

3230

47.1 64

2945

10 9 8 6

X302 COMPUTER SUITE

X308 STAIR 1

46.1 44 4

X309 STAIR 1 LOBBY

3 Third Floor 45.590

Detail J - 300

X304 SEMINAR ROOM Timber stage platform

2 45.464

MJ (9.750) 45.1 97

19 18 17 16 44.444

Wall Construction - Brickwork Outer / RC Wall Inner -102.5 Black Brick as F10/110, 50mm cavity -50mm Air Gap with Brick Ties and Support Brackets -150mm Rockwool DuoSlab Rainscreen Insulation -100mm SFS Zone, Filled with RW45 Insulation -200mm thick concrete wall to Structural Engineer's details Exposed concrete finish U-Value = 0.18W/m2K

X301 COMPUTER SUITE

19200(256 bricks)

3230

23293

The contractor is aiming to finish the work of superstructure by the end of this week, 17 February. Therefore, the roof structure should be visible in the next visit in March, as the workers and contractor should aim at chasing back the schedule left behind.

Existing Confetti Building

2 1

X401 COMPUTER SUITE

Floors Construction (1st, 3rd, 4th, 5th) -275mm concrete deck to Structural Engineer's details -10mm latex levelling screed - Vinyl floor finish as floor finishes drawings 401-402

3230

50.394

Detail L - 300

Type A

rth Floor 694

Type 2

CFB

Type 1

Type 1 Type A

16200(216 bricks)

3400

43.764

2949

3234

12 10 9 8

X208 STAIR 1

6 5

42.744

X209 STAIR 1 LOBBY

X204 SEMINAR ROOM 13275(177 bricks)

X201 LRC Detail D - 300

3 2 1

Second Floor CONFETTI 41 .820

42.064

MJ (6.525 41 .972

41 .964

20 19 18

41 .074

Ground Floor 41 .820

Type 2

9750(130 bricks)

Detail H - 300

Detail K - 300

X108 STAIR 1

Timber stage platform

39.424

X109 STAIR 1 LOBBY

X104 SEMINAR ROOM

12/05/17 Amendments to drawings following the Topo Survey and SE info 23/01/17 Stair 1 amended 10/01/17 Spec Refs added 23/12/16 Amendments to drawings

REV. DATE

MLD MLD MLD MLD MLD

DESCRIPTION

3 2 1

38.764

38.764 20

38.568

First Floor Confetti 38.360

MJ (2.997) 38.297

18 17 16 37.774

Type 2

6525(87 bricks)

X101 CAFE First Floor HE 39.060

3300

2897

3300

40.41 4 9 8

MLD MLD MLD MLD

C B A

28/02/18 Change to RoofTerrace Structure, internal partitions, external wall build-up 22/01/18 MJ, CFB, Bricks setting out and downpipe position added 10/11/17 Change to RoofTerrace external wall and roof build-up 25/10/17 Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1 30/05/17 Drawing status updated to construction

Type 1

14 12

I H G F E

CFB

17 16

Refer to GA Floor Plan drawings (2588 201-207)

Type 2

Second Floor HE ond Floor 42.320 230 42.200

Ground Floor 38.360

Architects, Landscape & Interior Design

Type 2

1 6-20 Bath Street, Nottingham NG1 1 DF

13 11

3300

37.1 1 4 10

2700

2850(38 bricks)

3300

t Floor 930

Detail G - 300

h Floor 924

rd Floor 464

Type 2

Type A

2750

3400

Type 2

9 8 7

X101 RECEPTION

Detail O - 301

X008 STAIR 1

6 5

36.1 24

X009 STAIR 1 LOBBY

X005 WC LOBBY

X007 WC CHANGING (FEMALE WC)

X013 CONTROL ROOM

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group

ound Floor Ground Floor HE 630 35.630

35.440

Ground Floor 35.464

35.464

Level (0.00) 35.447

PROJECT

Confetti CQ Campus

Ground Floor 35.048

SSL 34.985

Ground Floor 34.770

Ground Floor Confetti 34.740

DRAWING

GA Section AA

Lower Ground Floor 32.800

2279

3562

1646

1492

4550

4452

2951

6752

PROJECT NUMBER

SCALE

DATE

2588

1:50 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

220

Construction MLD

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

S UPERSTRUCTURE:

7.3

Key Walls

310

3234

Roof terrace balustrade guarding as spec ref L30.560

KINGSPAN Quadcore Karrier Panel + Brick Tie System -102.5 Black Brick as spec ref F10.110 -50mm cavity -125mm Brick Ties spaced generaly every 3 bricks, and fixed back to the Quadcore Karrier Panel as spec ref F30.220 -100mm Benchmark Quadcore Karrier Panel as H43.121 -100 mm Infill Structural Rails fixed to the structure -12.5mm 'Gyproc Wallboard' plasterboard as spec ref K10.165A with 2.5mm 'Thistle Multifinish' plaster skim U-Value = 0.18W/m2K

3 Detail E - 300

Stair 1 Drawing 310

Detail G - 300

W 02 X508 STAIR 1

GENERAL NOTES

Stair 1 acts as the main staircase that students can access from Covent Street. It runs through all the levels,except to the roof. External Curtain Walls Various Systems - refer to windows schedule Drawings 322-324 U-Value = 0.15W/m2K G-value of glass = 0.35

X502 COMPUTER SUITE

S TA I R 1

GENERAL NOTES

X509 STAIR 1 LOBBY

Detail I - 300

X504 FIFTH FLOOR TERRACE

19 17 16 15

Detail F - 300

14 13

According to the contractor, the concrete stair 1 was installed in 23 January and it is now visible on site. 13

Detail L - 300

Floors Construction (1st, 3rd, 4th, 5th) -275mm concrete deck to Structural Engineer's details -10mm latex levelling screed - Vinyl floor finish as floor finishes drawings 401-402

3230

11 10 9

Components of the staircase are delivered on site and lifted by the crane to assemble the whole staircase in the void of the structure.

8 7

X402 COMPUTER SUITE

X408 STAIR 1

6 5

X409 STAIR 1 LOBBY

4 3

Timber stage platform

2 1

19 18 16 15 14 13 12

3230

11 10 9 8

X302 COMPUTER SUITE

X308 STAIR 1

X309 STAIR 1 LOBBY

3 1 20 19 18 17 16 15 14 13 12

3400

11 10 9

X304 SEMINAR ROOM

Staircase 1 was originally scheduled to complete by November, but it is only installed by January. This is not only due to the domino effects of the delay of other tasks in the construction programme, but also because of the concrete manufacturer postponing the production of the stair as well as the delivery. This shows the manufacturer of building elements affects the progress the whole construction progress. Detail J - 300

7 5

Existing Confetti Building

Proposed masonry to be built off existing gable - cut bricks to be removed to start new wall New step + cover Flashing to abutment to color match brick as H27 - 440

W 09

W 14

X404 SEMINAR ROOM

X208 STAIR 1

7 6 5

X209 STAIR 1 LOBBY

X204 SEMINAR ROOM

W 06

3 2

Ground Floor 42.064

Ground Floor 41.964

Ground Floor 41.820

19 18 17 16

30/05/17 Drawing status updated to construction

MLD

12/05/17 Amendments to drawings following the Topo Survey and SE info 23/01/17 Stair 1 amended 10/01/17 Spec Refs added 23/12/16 Amendments to drawings

MLD

15 14

C B A

13 12

3300

11 10 9

REV. DATE

8 7

X108 STAIR 1

6 5

X109 STAIR 1 LOBBY

MLD MLD MLD

DESCRIPTION

X104 SEMINAR ROOM

3 2

Ground Floor 38.764

Ground Floor 38.568

20 19

Ground Floor 38.360

Architects, Landscape & Interior Design

17 16 15

16-20 Bath Street, Nottingham NG1 1DF

14 13 12

3300

11 10 9

W 03

8 7 6

ED 02

X008 STAIR 1

X009 STAIR 1 LOBBY

X005 WC LOBBY

X007 WC CHANGING (FEMALE WC)

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

Confetti Media Group INSITU FRAME STRUCTURE PROJECT

Ground Floor 35.464

0115 841 8418

CLIENT

X013 CONTROL ROOM

3 2

Ground Floor 35.048

Confetti CQ Campus

Air Seal - Gun grade sealant at male joint

Air seal - Continuous bead of gun grade sealant

Ground Floor 34.770

DRAWING

GA Section AA

PROJECT NUMBER

SCALE

2588

1:50 @ A1

DATE

Jul-16

DRAWING NUMBER

REVISION

STATUS

220

Construction MLD

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

The project team has an argument with the pre -cast concrete supplier in terms of the quality of the finishes. As the supplier offers 2 types of finishes in the August 2017, the fair-faced finish and the raw finished. The project team wanted to have the fair-faced finish to matches the visual appearance of the wall and floors. However, due to the budget the supplier only offered them the raw finish as the fair-faced finish cost additional fare. Given that the manufacturer has abundant of time, the quality of the concrete staircase should be acceptable. However, the quality of the raw finishes is not up to the expectation of the project team, as the quality of the insitu concrete finishes on site looks even better then the pre-cast staircase concrete.

FAIR-FACED FINISHING

In additional with the interior lighting on walls added on later in the programme, the imperfection of the concrete will be shown clearly in comparison with the fair-faced wall. Therefore, they need to bring in a specialist concrete finisher to solve the aesthetic issue. Further information about concrete finishes will be discussed in Chapter 9.

RAW FINISHING ON INSITU CONCRETE

RAW FINISHING ON PRE-CAST CONCRETE

S UPERSTRUCTURE:

7.4

S TA I R 2

Dimension TBC

Dimension TBC Ee

C105 CH 3 .02

beam

STN/129 39 .72

downstand

FFL 40 .30

deep wide x 550

.90 SCH 4

W 06 300

38 .22

300

38 .23

F 300

HH 2 .87 SH 0.80

D 301

.33 SCH 4

C 222

HH 2 .87 SH 0.80

38 .26

HH 2 .99 SH 0.79

U/S 1.39

Fifth Floor 51.924

TA 2 .89 SH 0.81

Ed Ec

W 02

Electrical riser

W 07

void

Mechanical riser

W 08

B 221

221 B

X102 KITCHEN 12 m2

ID 110

W 01 5

beam

B C

X105 COMPUTER SUITE 51 m2

ID 108

X114 NEW RAISED COURTYARD

downstand

X103 CAFE SERVERY 38 m2

Win/A SH 2.04

x 550 deep 300 wide

ID 109

Ec Eb

U/S 2.58

SH 0.81 HH 2 .93

CH 3 .01

220

B 221

SH 0.81 HH 2 .93 U/S 2.58

CH 3 .01

SH 0.81 HH 2 .93 SH 0.81 HH 2 .93

U/S 2.93

CH 2 .49

CH 3 .07

SH 0.81 HH 2 .93

CH 3 .01 U/S 2.58

CH 3 .01

SH 0.81 HH 2 .93

U/S 2.93

CH 3 .01

SH 0.81 HH 2 .93

U/S 2.57

U/S 2.96

SH 0.81 HH 2 .93

U/S 2.93

CH 2 .49

SH 0.81 HH 2 .93

CH 3 .01 U/S 2.58

CH 3 .01

SH 0.79 HH 2 .88

SH 0.81 HH 2 .93

U/S 2.93

CH 3 .01

HH 2 .83 SH 0.73

STN/1 34 .68

DH 2 .05

First Floor HE 39.060

FFL 39 .05

CH 3 .16

U/S 2.26

FFL 39 .04

DH 2 .05

STN/148 39 .03

CH 3 .00

door blocked

CH 4 .85

DH 1 .98

No access

CH 3 .02

CH 3 .01

U/S 2.96

FFL

39 .03

Col

SH 0.81 HH 2 .93

CH 3 .07 U/S 2.57

SH 0.95 HH 2 .17

SH 0.82 HH 2 .95 CH 3 .03

SH 0.81 HH 2 .93

CH 3 .01

U/S 2.58

SH 0.79 HH 2 .88

SH 0.81 HH 2 .93

SH 0.95 HH 2 .17

U/S 2.58

SH 0.82 HH 2 .95 CH 3 .03

220

B 221

SH 0.82 HH 2 .95

CH 3 .03

U/S 2.58

SH 0.82 HH 2 .95 CH 3 .03 SH 0.82 HH 2 .95 SH 0.79 HH 2 .95

CH 3 .16

Col

STN/147 39 .01

HH 2 .83 SH 0.73

door blocked

CH 4 .85

Col

H105 .60 SCH 2

HH 2 .83 SH 0.73

DH 1 .98

DH 2 .05

U/S 2.59

221 B

No access

FFL 39 .05

U/S 2.26

FFL 39 .04

DH 2 .05

STN/148 39 .03

CH 3 .00

CH 3 .01

CH 3 .02

SH 0.79 HH 2 .95

beam

CH 3 .03

SH 0.81 HH 2 .93

CH 3 .01

downstand

U/S 2.96

Win/A SH 2.04

x 550 deep 300 wide

SH 0.82 HH 2 .95

CH 2 .49

CH 3 .07

SH 0.81 HH 2 .93

U/S 2.93

U/S 2.57

CH 3 .01

CH 3 .03 CH 3 .03 SH 0.82 HH 2 .95

SH 0.79 HH 2 .88

SH 0.88 TA 2 .95

SH 0.79 HH 2 .95

HH 1 .92 SH 1.09

SH 0.87 TA 2 .94

FFL 38 .23

U/S 2.59

C105 CH 3 .02

HH 1 .92 SH 1.09

SH 0.79 HH 2 .95

38 .26

SH 0.90 HH 2 .53

FFL 38 .36

DH 2 .00 Win/A SH 2.05 HH 2 .53

DH 2 .02

SH 0.86 TA 2 .94

STN/109 38 .27

38 .27

FFL 38 .23

CH 3 .01

H104

CH 3 .01

.56 SCH 2

CH 3 .01

Ceil 40 .88

DH 2 .05

Col

First Floor Confetti 38.360

DH 2 .05

First Floor Confetti 38.360

U/S 2.56

HH 2 .83 SH 0.73

DH 2 .02

Col

HH 2 .78 SH 0.68

HH 2 .83 SH 0.73

First Floor 38.930

FFL

STN/147 39 .01

HH 2 .83 SH 0.73

FFL 39 .06

First Floor HE 39.060

38 .28 SH 0.91 HH 1 .96

HH 2 .83 SH 0.73

39 .04

FFL

SP 1 .37

X HH 2 .78 SH 0.68

DH 1 .96

H104

.56 SCH 2

CH 3 .01

DH 2 .05

TA 2 .23

CH 2 .99

CH 3 .06

Demolish existing walls, roofs and floors to form lift shaft

U/S 2.71

U/S 2.78

Floor Slope 38 .31

Col

SP 1 .37

H102

U/S 2.81

U/S 2.71

U/S 2.78

FFL 39 .01

CH 2 .99

SP 1 .37

FFL 39 .07

U/S 2.78

220

FFL 39 .01

Col

HH 2 .83 SH 0.73

B C

X114 NEW RAISED COURTYARD

U/S 2.71

DH 1 .95

H103

Col

U/S 2.78

U/S 2.81

DH 2 .06

STN/146 39 .07

FFL 39 .06

CH 2 .99

TA 2 .23

U/S 2.78

B C

Stripping out

U/S 2.71

Col

SP 1 .37

DH 2 .04

Remove infill section of brickwork to reinstate original opening size

First Floor HE 39.060

39 .04

Second Floor CONFETTI 41.820

FFL

.61 SCH 2

CH 2 .99

SP 1 .45

CH 3 .06

Demolition

.58 SCH 2

H101 .62 SCH 2

Col

DH 2 .05

H103

.61 SCH 2

TA 2 .27

FFL 39 .04

FFL 39 .08

STN/143 39 .04

1in12

ID 113

CH 2 .99

1in12

ID 113

222 A

Remove existing shelving

Form new openings through to new building

U/S 2.71

DH 2 .06

FFL 39 .06

SP 1 .37

FFL 39 .07

CH 3 .06

SP 1 .37

Form new openings through to new building

Second Floor HE Second Floor 42.320 42.230 42.200

U/S 2.71

Col

UP 130

TA 2 .23

Demolish existing stair Second Floor HE 42.320

SP 1 .45

X111 STAIR 2 LOBBY CH 3 .03

ID 114

UP 130

SP 1 .37

Wheelchair Refuge

X110 STAIR 2

W 08

Lift

ID 111 Wheelchair Refuge

STN/146 39 .07

X102 KITCHEN 12 m2

ID 112

X112 clnrs cpbd

FFL 39 .06

Mechanical riser

ID 110

CH 2 .99

X111 STAIR 2 LOBBY

TA 2 .23

SP 1 .37

SP 1 .45

CH 3 .06

X102 KITCHEN 12 m2 W 08

ID 111 7

TA 2 .27

X105 COMPUTER SUITE 51 m2

ID 108

ID 112

Lift

FFL 39 .08

X103 CAFE SERVERY 38 m2 Mechanical riser

ID 110

42.670

SP 1 .45

H102

X110 STAIR 2

.58 SCH 2

DH 2 .04

H101 .62 SCH 2

FFL 39 .04

STN/143 39 .04

CH 3 .03

221 B

CH 3 .26

SH 0.87 TA 2 .94

beam

downstand

222

X114 NEW RAISED COURTYARD

Win/A SH 2.04

STN/1 34 .68

x 550 deep 300 wide

ID 114

W 07

ID 109

Eb Ea

X112 clnrs cpbd 8

SH 0.88 TA 2 .95

Electrical riser

Second Floor CONFETTI 41.820

void W 01

ED 15

ED 16

X105 COMPUTER SUITE 51 m2

ID 108

1in15

STN/110 38 .23

HH 1 .92 SH 1.09

SH 0.90 HH 2 .53

FFL 38 .36

DH 2 .00 Win/A SH 2.05 HH 2 .53

DH 2 .02

SH 0.86 TA 2 .94

STN/109 38 .27

38 .27

FFL 38 .23

FFL 38 .23 Ceil 40 .88

DH 2 .02

FFL

38 .28 SH 0.91 HH 1 .96

DH 1 .96

DH 1 .95

ID 107

B C

ED 16

1in15

void W 01 4

U/S

Floor Slope 38 .31

IS 101

B C

220

STN/108 38 .36

FFL

39 .03

1in15

CH 3 .26

38 .24

38 .21

Col

W 04

STN/110 38 .23

Ceil 41 .10

Col

H105 .60 SCH 2

1in15

ED 15

U/S 2.94

W 07

ID 109

ID 102 2

Remove infill section of brickwork to reinstate original opening size A

U/S 2.94

41 .09

U/S level 41 .06

Wall 1 .29h

DH 2 .05

ID 105

U/S 2.01

40 .89 Ceil

ID 106

U/S 2.01

40 .89 Ceil

ID 106

U/S

C105 CH 3 .02

FFL 39 .05

CH 3 .16

DH 2 .05

FFL 39 .04

ID 101

X101 CAFE 155 m2

UP 570

ID 107

Electrical riser

Ec Eb

X103 CAFE SERVERY 38 m2

570

41 .09

38 .26

HH 2 .99 SH 0.79

STN/129 39 .72

FFL 40 .30

.90 SCH 4

38 .23

HH 2 .87 SH 0.80

.33 SCH 4

38 .22

HH 2 .87 SH 0.80

door blocked

CH 4 .85

DH 1 .98

No access

U/S 2.26

STN/148 39 .03

CH 3 .00

CH 3 .01

CH 3 .02

beam

U/S level 41 .06

TA 2 .89 SH 0.81

CH 3 .01

downstand

X109 STAIR 1 LOBBY

1in15

STN/129 39 .72

DH 2 .05

deep wide x 550

X104 SEMINAR ROOM 30 m2

ID 104 ID 103

19 20

IS 101

.90 SCH 4

Col

HH 2 .83 SH 0.73

ID 102 2

FFL 40 .30

STN/147 39 .01

8 7

ID 105

38 .23

HH 2 .83 SH 0.73

X106 FEMALE WC

X108 STAIR 1

X101 CAFE 155 m2 W 04

HH 2 .87 SH 0.80

CH 3 .01

H104

.56 SCH 2

W 06 300

X107 ACCESSIBLE WC 15

X109 STAIR 1 LOBBY

STN/108 38 .36

Col

300

W 02 11

ID 103

38 .21

HH 2 .83 SH 0.73

FFL 39 .06

HH 2 .83 SH 0.73

F 300

Strip out all existing remaining WC sanitaryware , cubicles, finishes, etc

Third Floor 45.590

Ceil 41 .10

SP 1 .37

39 .04

FFL

FFL 39 .07

U/S 1.39

D 301

Third Floor 45.464

38 .24

DH 2 .05

CH 2 .99

TA 2 .23

CH 3 .06

C 222

beam

ID 101

Form new openings through to new building

Third Floor 45.590

downstand

X104 SEMINAR ROOM 30 m2

ID 104

W 05

X A

X108 STAIR 1

8 7

U/S 2.56

CH 3 .01

17 10 9

X106 FEMALE WC

Wall 1 .29h

Col

SP 1 .37

U/S 2.71

deep wide x 550

38 .22

W 06 300

X107 ACCESSIBLE WC

HH 2 .78 SH 0.68

300

U/S 2.71

HH 2 .83 SH 0.73

F 300

W 02

U/S 2.78

Second Floor HE 42.320

Demolish existing wall, remove existing windows and concrete lintel and rebuild the top section of the arch HH 2 .83 SH 0.73

D 301

B C Demolish existing wall

Strip out all existing remaining WC sanitaryware , cubicles, finishes, etc

C 222

W 05

U/S 2.71

HH 2 .87 SH 0.80

FFL 39 .01

SP 1 .37

H102

.58 SCH 2

U/S 2.78

HH 2 .99 SH 0.79

U/S 1.39

Demolish existing wall

Demolish existing wall and remove and retain existing door for re-use elsewhere

U/S 2.81

Third Floor 45.590

Stair 2 is designed to serve as a fire escape route to the building. As the new design of the building connected the existing HEC building, the staircase of the original HEC building cannot hold the increasing amount of users. Also, as the old staircase is made by timber and narrow, it does not meet the fire regulation. Ee

Ed Ec Eb

DH 2 .06

STN/146 39 .07

FFL 39 .06

CH 2 .99

TA 2 .23

U/S 2.78

Fourth Floor 48.694

.33 SCH 4

U/S 2.71

Col

SP 1 .37

DH 2 .04

H103

SP 1 .45

CH 3 .06

TA 2 .89 SH 0.81

.61 SCH 2

U/S 2.58

Col

Demolish existing flat roof

TA 2 .27

FFL 39 .08

H101 .62 SCH 2

m new openings ough to new ding

Remove existing ceiling structure

U/S 2.71

SP 1 .45

SH 0.82 HH 2 .95

UP 130 1in12

ID 113

FFL 39 .04

SH 0.79 HH 2 .95

Wheelchair Refuge

X111 STAIR 2 LOBBY

STN/143 39 .04

U/S 2.59

SH 0.81 HH 2 .93

U/S 2.58

CH 3 .01

SH 0.81 HH 2 .93

CH 3 .03

SH 0.81 HH 2 .93

SH 0.95 HH 2 .17

ID 114 17

U/S 2.93

X110 STAIR 2

Lift

ID 111 8

C 222

SH 0.79 HH 2 .95

X112 clnrs cpbd

CH 3 .03

SH 0.82 HH 2 .95

ID 112

Col

H105 .60 SCH 2 Col

223 FCB

FFL

39 .03

U/S 2.56

CH 3 .01

HH 2 .83 SH 0.73

Infilling opening

The old staircase in the HEC building will be demolished and replaced by the new concrete staircase that the design proposed. Fire alarm, light fixings and fire resistance materials will be used to assist the function of Stair 2.

HH 2 .83 SH 0.73

STN/1 34 .68

Remove existing glass screen Demolish existing steps

HH 2 .83 SH 0.73

Ground Floor HE 35.440

Form new openings through to new building

Ground Floor HE 35.440

Demolition Ground Floor Ground Floor HE 35.630 35.630 35.440

Ground Floor Confetti 34.740

Lower Ground Floor 32.800

Lower Ground Floor 32.700

1646

C 222

Infilling opening

D 301

6900

Stripping out

1492

SECTION AA

DEMOLISHING Infilling opening

12868

1768

4200

Lobbies have been added to each floors to ensure additional fire and smoke protection. This also applies on Stair 1 and confirmed that both stairs can stay in play in the event of a fire.

Roof-Terrace Floor 55.324

IS 405A

Third Floor 45.590

Third Floor 45.464

Third Floor 45.590

13/06/17 Construction Issue REV. DATE

45.464

MLD

DESCRIPTION

5600

IS 404

PROJECT

0115 841 8418

Demolition and Proposed construction work F 0115 950 7161 in the HEC CLIENT

PROJECT NUMBER

SCALE

2588

1:100 @ A1

DRAWING NUMBER

REVISION

315

Ground Floor Confetti 34.740

STATUS

design@allanjoycearchitects .co.uk

www.allanjoycearchitects .co.uk

DATE

Confetti Media Group May-17

Ground Floor 35.630

PROJECT

9020

0115 841 8418

0115 950 7161

design@allanjoycearchitects .co.uk

www.allanjoycearchitects .co.uk

311

CLIENT

First Floor Confetti 38.360

Confetti CQ Campus

35.630

NEW DESIGN

Lower Ground Floor 32.800

Generally do not scale drawings. All dimensions to be checked on site. DRAWING

Demolition and Proposed construction work in the HEC DATE

SCALE

1:100 @ A1

May-17

DRAWING NUMBER

REVISION

STATUS

315

Construction MLD

30.000

SECTION AA

Type 1

X413 STAIR 2 LOBBY

4 MJ

9216

DRAWING

105 370

Demolition and Proposed construction work in the HEC PROJECT NUMBER

SCALE

DATE

2588

1:100 @ A1

May-17

DRAWING NUMBER

REVISION

STATUS

315

Construction MLD

1200

495

105

2065

Lift

This drawing is copyright and remains the property of Allan Joyce Architects Ltd

57 G

Generally do not scale drawings. All dimensions to be checked on site.

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

Fourth Floor 48.694

Ground Floor Confetti 34.740

Lower Ground Floor 32.700

Type 1

X412 STAIR 2

W 01

Wheelchair Refuge

PROJECT4

35.440

660

Confetti Media Group

37.917

PROJECT NUMBER SECTION CC 2588

39.060

Ground Floor Ground Floor HE 35.630 35.630

Ground Floor HE 35.440

This drawing is copyright and remains the property of Allan Joyce Architects Ltd

ON WORK IN THE HEC

First Floor HE 39.060

35.957

Construction MLD Confetti CQ Campus

Lower Ground Floor 32.800

Lower Ground Floor 32.700

First Floor 38.930

9020

Ground Floor 35.630

Ground Floor HE 35.440

First Floor HE 39.060

16-20 Bath Street, Nottingham NG1 1DF

First Floor Confetti 38.360

DRAWING

Architects, Landscape & Interior Design

ID 413

1800

First Floor 38.930

1200

16-20 Bath Street, Nottingham NG1 1DF

40.690

1868

105

First Floor 38.930

Architects, Landscape & Interior Design

Confetti CQ Campus First Floor HE 39.060

42.320

Second Floor CONFETTI 41.820

NB: All filled openings and areas where structures have been removed to be plastered to match adjacent walls. Skim the whole area prior to decoration

300

261

Second Floor HE Second Floor 42.320 42.230 42.200

Second Floor CONFETTI 41.820

2885 100

Second Floor HE 42.320

Second Floor 42.230

Confetti Media Group

ID 414

2455

W 12

1010

42.670

X411 CORRIDOR

Type 1

1010

CLIENT

DESCRIPTION

43.975

1560

www.allanjoycearchitects .co.uk REV. DATE

1500

MLD

2388

0115 950 7161

13/06/17 Construction Issue

521

2100

design@allanjoycearchitects .co.uk

221

Second Floor 42.230

2950

Second Floor HE 42.320

0115 841 8418

269

16-20 Bath Street, Nottingham NG1 1DF T

ID 415

1500

Type 1*

1555

Details of lift shaft and new section of flat roof to be agreed

Fourth Floor 48.694

Architects, Landscape & Interior Design

Third Floor 45.464

IS 401

3000

Fourth Floor 48.694

C 222

2279

X408 STAIR 1

Type A

4350

1930

Fourth Floor 48.694

Third Floor 45.590

X401 COMPUTER SUITE 51 m2

3554

DESCRIPTION

W 02 11

MLD 2655

13/06/17 Construction Issue REV. DATE

1361

2655

Fifth Floor 51.924

9900 220

Fifth Floor 51.924

X402 COMPUTER SUITE 49 m2

3650

All Construction TBC

Dimension TBC

Fifth Floor 51.924

4742

Roof-Terrace Floor 55.324

All Construction TBC

Dimension TBC

3160

310

W 15

All Construction TBC

4550

W 16

30.000

Roof-Terrace Floor 55.324

e ng out Lin Bricks Setti

330

890

SECTION CC

3562

Stripping out

Demolition Lower Ground Floor 32.700

2279

105

HH 2 .83 SH 0.73

4642

SH 0.88 TA 2 .95

SH 0.87 TA 2 .94

FFL 38 .23 Ceil 40 .88

220

HH 1 .92 SH 1.09

DH 1 .95

HH 1 .92 SH 1.09

U/S

SH 0.90 HH 2 .53

FFL 38 .36

DH 2 .00 Win/A SH 2.05 HH 2 .53

DH 2 .02

SH 0.86 TA 2 .94

STN/109 38 .27

New lift shaft shown dotted

ID 107

1in15

ED 15 ED 16

1in15

New lift shaft shown dotted

38 .27

IS 101

Remove existing roof to allow new brickwork to sit on existing

ID 102 2

W 04

U/S 2.01

40 .89 Ceil

ID 106

FFL 38 .23

UP 570 1in15

DH 2 .02

ID 105

FFL

38 .28 SH 0.91 HH 1 .96

ID 101

STN/108 38 .36

X109 STAIR 1 LOBBY

DH 1 .96

Floor Slope 38 .31

ID 103

19 20

220

38 .21

8 7

CH 3 .26

X108 STAIR 1

38 .24

17 10

X101 CAFE 155 m2

STN/110 38 .23

U/S 2.94

41 .09

X104 SEMINAR ROOM 30 m2

ID 104

Ceil 41 .10

X106 FEMALE WC

Wall 1 .29h

X107 ACCESSIBLE WC 15

HH 1 .92 SH 1.09

p out all existing maining WC itaryware , cubicles, shes, etc

U/S level 41 .06

W 05

223 3562

1646

1492

7718

ED 09 Ee

TA 2 .89 SH 0.81

U/S 1.39

C105 CH 3 .02

143

FFL

40 .30

W 14

.33 SCH 4

38 .22

HH 2 .87 SH 0.80

300

W 09

STN/129 39 .72

F 300

.90 SCH 4

Ea D 301

38 .23

C 222

HH 2 .87 SH 0.80

38 .26

HH 2 .99 SH 0.79

Ec Eb A

W 02

W 13 HH 1 .92 SH 1.09

HH 1 .92 SH 1.09

DH 1 .95

HH 1 .92 SH 1.09

U/S 2.94

U/S 41 .09

SH 0.88 TA 2 .95

SH 0.87 TA 2 .94

FFL 38 .23 Ceil 40 .88

U/S 2.01

STN/108 38 .36

FFL

SH 0.90 HH 2 .53

38 .36

DH 2 .00 Win/A SH 2.05 HH 2 .53

DH 2 .02

40 .89 Ceil

SH 0.86 TA 2 .94

STN/109 38 .27

38 .21

38 .27

FFL 38 .23

DH 2 .02

ID 303

FFL 38 .28 SH 0.91 HH 1 .96

17 10

DH 1 .96

Ceil 41 .10

Floor Slope 38 .31

220 A

ID 304

CH 3 .26

38 .24

Wall 1 .29h

HH 1 .92 SH 1.09

STN/110 38 .23

U/S level 41 .06

4958

ID 301

A 220

ID 305 ID 306

ID 302 4

IS 302 ID 309

IS 301

ID 308 ID 307

IS 303 IS 305A

Ed ID 317

Ec Eb

IS 304

ID 316

ID 310

W 12

Stair 2 came to the site on the on 17 January and it is installed till the 5th floor.

910

W 10

ID 315

ID 312

ID 311

W 11

ID 313

CH 3 .03

ID 314

SH 0.95 HH 2 .17

SH 0.82 HH 2 .95

ID 318

SH 0.81 HH 2 .93

CH 2 .85

U/S 2.58

SH 0.81 HH 2 .93

U/S 2.93

CH 2 .49

CH 3 .07

200 1200

1682

3457

SH 0.71

U/S 2.58

SH 0.82 HH 2 .95 CH 3 .03

SH 0.82 HH 2 .95

SP 1 .37

Col

Refer to detail on drawing 319

The installation is not fully completed as the superstructure of the roof has just begin. Therefore, the staircase cannot be installed from the 5th floor to the roof level yet.

127

13 9 11

Completed till 5th floor

W 01

Handrail to span across window with brackets fixed to steel either side

1616

1200

250

200

Exposed fasteners shall be of same materials, color and finish as material to which applied. Exposed surfaces throughout project shall have same inherent texture and color for similar locations.

1200

contrasting nosings as spec L30.250B to treads and risers shown shaded

1750

5 8

1 40

3 34°

FFL = 51.924

ID 511

2600

1010

1200

15 14

Fifth Floor 53.964

3400

SP 1 .37

U/S 2.71

1200

20 steps (170mm)

FFL 39 .01

STN/146 39 .07

Fifth Floor 51.924

19 18

Fifth Floor Plan

6190

15 Handrails as spec L30.250B with offset radius bracket fixings to wall to be set at 1000mm above pitchline

ID 413

Handrail and guarding to extend 300mm beyond first riser

1000

1200

* *

W 01

7 6

3 2

1454

Wheelchair Refuge

13/07/17 Balustrade system amended

MLD

10/01/17 Spec Refs added

MLD

REV. DATE

18 Architects, Landscape & Interior Design

17 16 14 6179

Extend handrail 300mm min from first step

Stair 2

1200

Third Floor 45.464

1 40

DRAWING

250

3 34°

W 01

Wheelchair Refuge

4 2

All dimensions and levels subject to check site measurement

www.allanjoycearchitects .co.uk

PROJECT

2600

Handrail and guarding to extend 300mm beyond first step

design@allanjoycearchitects .co.uk

Confetti CQ Campus

7 6

0115 950 7161

ID 315

0115 841 8418

Confetti Media Group

11 10 9

CLIENT

Wheelchair Refuge

3230

Precast concrete stairs to Structural Engineer's details

Fifth Floor 47.164

19 steps (170mm)

16-20 Bath Street, Nottingham NG1 1DF

Fourth Floor Plan

15 1200

Section XX

FFL = 45.464

DESCRIPTION

Fourth Floor 48.694

1200

Vinyl finish as drawings 401 to 406 to surface of treads with min 55mm wide contrasting nosings as spec L30.250B

34°

250

FFL = 48.694

2600

Fifth Floor 50.054

200

1300

1500

3230

Extend handrail 300mm min from top step and return to wall

1010

1200

127

16 14

19 steps (170mm)

Col

Roof-Terrace Floor Plan

FFL 39 .06

CH 2 .99

Part of stair 2 that is not yet constructed

Roof-Terrace Floor 55.324

U/S 2.78

Generally, concrete stairs and associated guarding / handrails / noising all as spec ref : L30.250B

FFL = 55.324

GENERAL NOTES

W 21

CH 2 .99

U/S 2.71

DH 2 .06

TA 2 .23 FFL 45 .54

1in12

SP 1 .66

126

SP 1 .37

SP 1 .45

H101

.62 SCH 2

CH 3 .06

H103 .61 SCH 2

TA 2 .27

FFL 39 .04

FFL 39 .08

STN/143 39 .04

222

U/S 2.71

Col

SP 1 .45

CH 3 .03

ID 319

SH 0.81 HH 2 .93

CH 3 .01

Wheelchair Refuge

B 221

221

W 01

Win/A SH 2.04

1200

ID 601

PROJECT NUMBER

SCALE

2588

1:25 @ A1

DATE

Jul-16

DRAWING NUMBER

REVISION

STATUS

311

Construction MLD

This drawing is copyright and remains the property of Allan Joyce Architects Ltd

Third Floor Plan

ID 318

Generally do not scale drawings. All dimensions to be checked on site.

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Ground Floor HE 35.630 35.440

221

SH 0.82 HH 2.95 CH 3.03

420

2 SCH 2.6

H1 01

U/S 2.58

SH 0.82 HH 2.95

110

CH 3.03

314

C 222

2279

CH 3.03

3562

443.5

Key Walls

1 450

AVCL

STEEL FRAME SYSTEM (SFS)

The glazing is expected to be fixed in the following week, 16 February, together working with the SFS system on the upper floors at the same time.

As the curtain wall is double glazed panels,it performs good under thermal comfort and keep the internal space warm even though there are no insulation on it.

497

Similar to the last visit, the SFS system still have not completely on all floors and the glazings are not fixed on the frame as well. However, some window frames are installed on the first and second floor, with handles and mechanism for opening and closing.

AVCL

SH 0.82 HH 2.95

PROPOSED FIRST FLOOR GA PLAN -1:50

Wall Construction - Corten Outer / SFS Inner 30mm Deep Corten Cassettes 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone Filled with RW45 Insulation , 12.5mm GB Plasterboard and skim + exposed co 12.5mm Plywood and Wall Construction - Corten Outer / RC Wall Inner 30mm Deep Corten Cladding Panel 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish Wall Construction - Brickwork Outer / SFS Inner

Black Brick as F10/110 CORTEN STEEL ON 102.5 CONCRETE 50mm Air Gap with Brick Ties and Support Brackets

AVCL

150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone Filled with RW45 Insulation , 12.5mm GB Plasterboard and skim + exposed c 12.5mm Plywood and

The insulation layer is now applying on the concrete wall to build up the layers for corten steel claddings. The reason why the claddings are designed to fixed on the concrete instead of letting the concrete expose externally is to match the aesthetic of the cladding on SFS system and to provide sufficient thermal comfort through adding more layers on wall.

1010

1700 1184

X014 SERVER 16Ground m2 Floor

Ground Floor 34.740

35.048

2176

2806

1736

3a ID 010

Ground Floor 35.048

2617

535

763 1736

1184

3471

400

10932

800 600

1135

X018 NEW STORE (86m2)

Type 1*

224

1496

1110

252

4642

1696

1000 1200

100

3070

925

640 800

220

600

3650

1095

Ground Floor 35.048

ID 009

NEW IS 004 3532

X020 MTG 3 9 m2

HH 2.98 SH 1.1 5

3554

34.63

ir Storag Under Sta

DH 2.03

DH 1.97

CH 3.68

148

1532

CH 2.84

36.60

ID 021

X004 MTG 2 8 m2

34.71 220 A

Type 1*

X002 MTG 1 9 m2

CH 3.39

2778

ID 012

.48

148

Type 2

300

2810

Mechanical riser

CH 2.37

IS 003

2000

14/02/18 Amendments to internal partitions

Q P

29/01/18 Amendments to internal doors ID008 MLD 16/01/18 MJ, CFB, Bricks setting out and downpipe position added MLD Amendments to internal wall partitions,dimensions updated

MLD

O N M L

04/01/18 19/12/17 08/11/17 18/09/17

K J II H G

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

Change to the slab edge following the SE info Amendments to drawings following the Cladding info Change to the 1st floor café/kitchen area Amendments to HEC stair 2 following the SE info Amendments to drawings following the Topo Survey and SE info

MLD MLD MLD MLD MLD MLD

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings Amendments to drawings Amendments to drawings Amendments to drawings

MLD MLD MLD MLD MLD MLD

DESCRIPTION

Amendments to substation and meeting room layout Amendments to substation layout Amendments to substation layout

MLD MLD MLD MLD

The brick work mainly located on the North facade of the building. However, it has not yet started in the -350mm concrete deck to Structural Engineer's details construction site as the task is prioritized after the -3mm vapour control layer thick upstand between to be used around perimeter of 12 There are 2 layers- 50ofmminsulation thetheSFS studs task of superstructure and SFS fixing, there are no the roof on the internal façade of parapets and some of the Awalls ondistance the ground installed spare workers to work on brickworks. Therefore, they minimum of 300 mm level should behave maintained between the top of the insulation upstand and the bottom the insulation internally, leaving only plasterboard and scheduled the delivery of the bricks and their work later. of the horizontal roof insulation. -1.60steel taperedto insulation the external corten fix. zone to form the fall -1.5mm fully-adhered single ply membrane as S45.110A However, some of the blockwork started in the space of -roof barrier/protection layer(s) layer, filtration layer, substrate to depth required As the delivery of-drainage the corten steel cladding is the substation. -80mm semi-intensive green roof covering as Q37.120A rescheduled, theU-Value work <0.15W/m2K. of external cladding is postponed. 400

Ground Floor 35.630

420

1010

768

800

221

2740

837

535

2950

ED 03

1135

2597.5

ID 017

3947.5(17 1/2 bricks)

U/S 2.76

U/S 2.37

2 1

AVCL

DH 2.05

190

AVCL

Wall Construction - Brickwork Outer / RC Wall Inner 102.5 Black Brick as F10/110, 50mm cavity 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish Existing Wall HE Centre 215mm Existing Solid brick wall 25mm cavity depth Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

Existing Wall Confetti Insulation to be agreed with Structural Engineer Exposed concrete finish

Type 1

PARTITION Wall Type 1 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fixed to one side, 92mm C studs with 50mm Isover between studs. Skim finish to both sides of partition.

Type 2

PARTITION Wall Type 2 1no. Layer of 15mm Soundbloc either side of 92mm C Studs with 50mm Isover APR between studs. (Use 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition.

Type 3

Type A

Type 1*

PARTITION Wall Type 1 - without16mm Resilient Bar

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group PROJECT

Confetti CQ Campus

60 minutes fire resistance Wall

Plasterboard on dabs to achieve min 60 minutes fire rating Existing wall

Movement joint

PARTITION Wall Type 3 1no. Layer of 15mm Soundbloc MR either side of 70mm C Studs with 50mm Isover APR between studs. Skim finish to both sides of partition.

PARTITION Wall Type A 3no. Layers 15mm Soundbloc either side of BG 146mm C Stud at 300mm Centres within 148mm Head and base channels. 75mm Isover APR between studs with Skim finish to both side of partition.

14 13 12 11 10 9 8

503.5

1in12

Architects, Landscape & Interior Design

4959

DH 2.05

HH 2.05 SH 0.87

REV. DATE

1 6-20 Bath Street, Nottingham NG1 1 DF

6128

HH 2.05 SH 0.87

SP 2.23

U/S 2.78

CH 3.36

SH 0.19 HH 3.03

497

AVCL

Wall Construction - Brickwork Outer / SFS Inner 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns Wall Construction - Blockwork Outer / SFS Inner 100mm fairfaced medium density blockwork - F10/225 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns

7718

Ground Floor 35.440

X017 PLANT ROOM 30 m2

32.78

U/S 3.14

1492

ED 04

eq.

1646

Ground Floor 35.048

H003

3562

Col

llery H002 Ga CH 2.99

223

3 SCH 2.8

Ground Floor 35.630

FFL 35.44

2279

C 222

CH 2.76

ID 019

CH 2.99

X010 STAIR 2

Lift

1800

X011 STAIR 2 LOBBY

3751

3491

SH 0.88 HH 2.97

DH 2.04

SH 0.86 HH 2.03

U/S 2.27

DH 2.05

FFL 35.63

Ground Floor 35.630

ID 018

eq.

THL 35.64

ED 14

35.47

314

215

Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1

221 B

ID 015

32.86

poi Insertion

Insulation to be agreed with Structural Engineer

BRICKWORK 148

STN/128 36.04

Type 1*

X012 clnrs cpbd 3 m2

IS 002

34.66

422

ID 011

.50

1092

2000

1in10 ID 022

Ground Floor 35.630

1736

- 3steps

324

X015 COMMS 13 m2

140

X018 Staff Corridoor

11857

2000

1500

ID 007

34.828

- 3steps

3248

35.61

1215

GENERAL NOTES The insulation layer is installing between the frame in the ground level Semi−intensive currently. Green Roof Covering System construction STN/142 35.51

Existing Wall

1225

1010

338

Type 1*

UP 82

3574

Ground Floor 35.630

DH 2.1 0

ID 013 1736

1500

34.910

3306

Indicative location of reception desk by others

X019 Mtg cpbd ID 014

In Abeyance

1in12 3545

1184 ID 008

1343

400

450

W 01

X003 OFFICE 26 m2

34.910

Ground Floor 35.048

Electrical riser

Type 1*

1100MM HIGH

ID 016

Key Walls

400

1178

400

5789 LOWWALL

inet MMC cab

1656 138

1828

4596

1in12 1854

3390

U/S 3.14

820

1010

5000

Ground Floor 35.464

1in15

Ground Floor 35.630

496 400

314

PROPOSED GROUND FLOOR GA PLAN -1:50

2552

1930

Secure line

312

1202

FFL

IS 001

STEEL FRAME SYSTEM (SFS) External Walls Wall Construction - Corten Outer / SFS Inner 30mm Deep Corten Cassettes 69mm Air Gap with Vertical Rails on HH Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns U-Value = 0.18W/m2K

Type 1* 1010

234

1110

1408 ID 006

3546

ID 003 ID 002

2500

GENERAL NOTES

ID 005 499

3700

34.68

Ground Floor 35.630

X005 WC LOBBY

DH 2.05

311 4

ID 001

Ground Floor 35.464

X009 STAIR 1 LOBBY Type 1*

- 3steps

Floor

35.464

100

34.74

X001 RECEPTION 130 m2

1010

1979

410

2 17 mGround

ID 004

Ground Floor 35.048

76 1600 34.

34.69

4742

34.61

Ground Floor 35.464

15 m2

Type 1*

34.910

rk walls 140 Blockwo 500

34.69

X008 STAIR 1

Type 1* X007 WC CHANGING (FEMALE WC)

X006 WC CHANGING (MALE WC)

10 9

X013 CONTROL ROOM 8 m2

3200

Type 3

1000

Ground Floor 35.464

X016 SUBSTATION 20 m2

5038

ED 02 13

W 01

EXTERNAL

W 03

310

INTERNAL

04 Step +0.

ED 12

3546

ED 01

9215

0 to Fit approx. 250

552

1810

W 02

bricks)

F 300

123 1003 579 195

1000

1200

400

800

600

15740(71

1/2 6413(28

34.74

10534 1000

2951

E 300 bricks)

34.70

3160

il A - 306 Plan Deta

1000

35.20

bricks) 9215(41 Ground Floor 35.300

34.82

4550

4452

6752

421

35.10

34.90

e ting out Lin Bricks Set

330

422

35.00

35.09

See drawing 2588-306 for recessed downpipe details

2000

1000

35.20

35.24

35.71

35.70

35.60

35.46

35.32

1492

D 301

Ground Floor 35.600

923

1646

3562

C 222

.12

35.46

35.63

35.80 B

2279

35.28

35.86

35.91 A

G 223

Bricks Setting out Line

ID 001, etc W001, etc ED01, etc IS01, etc

- Internal Door Codes (Refer to drawing 320) - Window Codes (Refer to drawings 322-323) - External Door Codes (Refer to drawings 323) - Internal Screene Codes (Refer to drawings 321)

DRAWING

Ground Floor GA Wall Types and Setting Out PROJECT NUMBER

SCALE

DATE

2588

1:50 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

201

Construction MLD

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

1492

SH 0.88 HH 2.97

SH 0.86 HH 2.03

AVCL

14 13 12 11 10 9 8

DH 2.05

HH 2.05 SH 0.87

UP DH 2.05

190 503.5

1in12

Construction - Brickwork Wall Inner There are 4 different types ofWall partitions inOuter the/ RCdesign, 102.5 Black Brick as F10/110, 50mm cavity 4 Air Gap with Brick Ties and Support Brackets differentiate mainly in sound50mm insulation andInsulation the size of 150mm Rockwool DuoSlab Rainscreen Exposed concrete finish 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns studs. Wall Construction - Blockwork Outer / SFS Inner Existing Wall HE Centre 100mm fairfaced medium density blockwork - F10/225 215mm Existing Solid brick wall The architect revised the drawing and 50mm Air Gap with Brick Ties andspecified Support Brackets 3a 5 25mm cavity depth 150mm Rockwool DuoSlab Insulation Metal studs at 600mm centres - K10/165A Knaufthe Windlinerdesign Sheathing Board as some of the different type of partitions12.5 in Currently, the sound insulation 12.5mmlayer Plasterboard has not applied 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns rooms require certain performance, for example some to the structure yet, only resilient bars and boards Existing Wall Confetti 10 for setting up toInsulation to be the agreed with Structural Engineer computer suits are functioned as recording musics or are installed hold insulations and Exposed concrete finish radio, they need better sound insulation. Thus, the perform as acoustic barriers. partitions have 3 insulation layers. AVCL

HH 2.05 SH 0.87

DH 2.04

U/S 2.78

CH 3.36

SH 0.19 HH 3.03

497

- Brickwork Outer / SFS Inner The partitions are settingWall inConstruction the and it is 102.5 Black Brick building as F10/110 50mm Air Gap with Brick Ties and Support Brackets 3 150mm Rockwool DuoSlab Insulation currently building till the 3rd floor. 12.5 KnaufWindliner Sheathing Board

6128

F Ground Floor 35.440

PROPOSED GROUND FLOOR GA PLAN -1:50 Key Walls

7718

SP 2.23

U/S 3.14

223

H003

1646

H 2.99

3562

3 SCH 2.8

Col

P ARTITIONS

2279

Ground Floor 35.630

FFL 35.44

7.6

C 222

H 2.76

allery H002 G CH 2.99

ID 018

AVCL

Type 1

PARTITION Wall Type 1 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fixed to one side, 92mm C studs with 50mm Isover between studs. Skim finish to both sides of partition.

Type 2

PARTITION Wall Type 2 1no. Layer of 15mm Soundbloc either side of 92mm C Studs with 50mm Isover APR between studs. (Use 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition.

Type 3

PARTITION Wall Type 3 1no. Layer of 15mm Soundbloc MR either side of 70mm C Studs with 50mm Isover APR between studs. Skim finish to both sides of partition.

AVCL

Type A

Type 1*

PARTITION Wall Type 1 - without16mm Resilient Bar

d cted tructe obstru obs Window assumed) s ns ion ensio (dimens

3rd Floor

Existing WC to be removed

421

223 FCB

1492

330

e ting out Lin Bricks Set

D 301

12868

4452

9 1/2 15627.5(6

1500min.

890

W 09

2502

W 02

15 16

X208 STAIR 1

Type 3

910 251

Type 2

2105

X209 STAIR 1 LOBBY

Type 2

1302

ID 202 1010

2500 IS 201

6900

1506

00 400

7366

LOWWALL LOWWALL

5789

122

400

1178

3554

535 35

X203 LRC 50 m2

Type 2 T Ty

2950

1736

Mechanical riser

535

105

1200

Lift

105

ID 21 1

Second Floor 42.230

3047.5

450

3947.5(17 1/2 bricks)

Apex CH

U/S 2.81

41.36

1in12

6128

4959

U/S 2.81

41.32

HH 2.88 SH 0.77

CH 3.05

CH 3.02

HH 2.33 SH 1.23

7718

E U/S U/ S 2.81 2.81

U/S 2.81

UP 30 DH 2.04

223

FFL 42. 19

1492

HH 2.33 SH 1.23

1646

C U/S 2.81

Second Floor 42.200

HH 2.99 SH 0.84

20113562

1810

327.5

U/S 2.19

C 2.98 CH

9 99 HH 2.9 SH 0.84

C 222

2279

450 MJ

910

Col

W11

360

1800 180

air Wheelchair Refuge

105 5

W 10

41.25

495

2065

Second Floor 41 .964

Apex CH 3.81

X211 STAIR 2 LOBBY

1200

X205 COMPUTER SUITE 48 m2

Type A

CH 2.43

X X210 STAIR 2 314

105 370 1 0

41.37

236 359

1736 173

HH 2.88 SH 0.77

CH 3.05

CH 3.02

FFL 42.20

HH 2.92 SH 0.79

Second Floor 42.320

Type 1

ID 207

ID 209

CH 3.05

ID 21 2

ID 206

410

1in15

1in15 5276

HH 2.27 SH 1.37

C ID 21 0

1010

8 224UP

Second Floor 41 .820

0 50 215 21

Second Floor 42.230

U/S 2.98

420

Second Floor 42.230

Ground Floor

221

W 01

0 223 400

Electrical El riser ID 208

m o Type yp 2

1100MM 1100M HIGH

m 1in15 1854

400

Second Floor 42.064 4

1in15

3179

Second Floor 41 .964 4

4934

450

1930

Second Floor 42.230

1500

2552

ID 205 05 1010

4 174 317 1500

3487

233

Type ypp 1

Type 1

3650

ID 201

Second Floor 42.064

n e Type Typ T ype 1 yp

ID21 3

Second Floorr 41 .964

ID 203

X204 SEMINAR ROOM

Type 3 29 m2

FFL 41.88

4742

4641

296

310

416

ID 204

X206 MALE WC

FFL 41.85

1696

X207 ACCESSIBLE Type 2 WC 1010 100

2 82 1.8 41. 4

Type 3

3109

3000

4350

6 SH 1.2 6 HH 1.7 4 CH 2.1

W 05

9900 220

W 06

3160

X201 LRC 168 m2

392 7.5 2485

5165

2400

3900

F 300

E 300 ks) bric

bricks) 9215(41

6 2.66 H 2.6 SC SCH

C 222

6000

4550

2200min.

1646

1/2 bricks) 6413(28

810min.

3562

2951

1710

2279

1457

6752

420

Col

THIS IS A CAD DRAWING - DO NOT HAND MODIFY - DO NOT SCALE - PHOTOCOPYING MAY DISTORT. COPYRIGHT IN THIS DRAWING IS THE PROPERTY OF MIES BUILDING SERVICES. IT MUST NOT BE REPRODUCED, AMENDED OR USED FOR THE EXECUTION OF ANY WORKS WHETHER IN CONNECTION WITH THE PROPOSED WORKS FOR WHICH IT HAS BEEN PREPARED OR OTHERWISE WITHOUT THE EXPRESS CONSENT IN WRITING OF MIES BUILDING SERVICES.

CORRIDOR SECTION AA 1:10 SCALE

ELECTRICAL CROSSOVER ZONE

250Ø SUPPLY DUCTWORK

475

375

100

The design concept is to give an industrial aesthetic to the building. Therefore, the M&E will be fully exposed to the interior of the building. As there are no covering between the services and the interior space, the work of installation must be sophisticated to be aesthetically pleasing.

500

ELECTRICAL CONTAINMENT ZONE

1050

28Ø CONDENSATE DRAINAGE FROM FCU'S 15x15Ø LTHW F&R

LIGHT FITTING

ER SER D WAT CHILLE

RICAL CONTAINMENT ZONE

150

First fixed of the M&E has been installed on the ground level and 1st floor. The mechanicians are going to work on the 2nd and 3rd floor.

DATA CONTAINMENT

2nd fix of the M&E will be started in early March together with the remaining 1st fix on the upper levels in order to complete the tasks quicker.

SERVICES LEGEND CHW PIPEWORK LPHW PIPEWORK MCWS/BCWS PIPEWORK AGD PIPEWORK SUPPLY DUCTWORK EXTRACT DUCTWORK WC EXTRACT DUCTWORK LIGHT FITTING

38.26

9 HH 2.9 SH 0.79

900

150

FIRE CONTAINMENT

RE H

1050

SSU

475

900

PIPEWORK CROSSOVER ZONE

SUPPLY DUCT WORK

HW)

PRE 3a

22x22Ø CHW F&R

275

2515

VICE (C

LOW

:10 SCALE

TER WA OT

LV/FIRE CONTAINMENT DATA/ELV CONTAINMENT SUB MAIN CONTAINMENT

ABBREVIATIONS 11

X108 STAIR 1

9 8 7

18 19

EXIT

X101 CAFE 150 m2

X104 SEMINAR ROOM 30 m 2

HH 1.92 SH 1.09

X106 FEMALE WC

HH 1.92 SH 1.09

X107 ACCESSIBLE WC 15

HH 1.92 SH 1.09

DENOTES LOW LEVEL DENOTES HIGH LEVEL DENOTES CHILLED WATER SERVICE DENOTES ABOVE GROUND DRAINAGE DENOTES LOW PRESSURE HOT WATER DENOTES BOOSTED COLD WATER SERVICE DENOTES MAINS COLD WATER SERVICE DENOTES LOW VOLTAGE DENOTES EXTRA LOW VOLTAGE

HH 1.92 SH 1.09

LL HL CHW AGD LPHW BCWS MCWS LV ELV

H (LP

X109 STAIR 1 LOBBY

EXIT 4

ADDITIONAL SEATING AREA

X114 NEW RAISED COURTYARD

X103 CAFE SERVERY 80 m 2 X102 KITCHEN 19m 2

void

GRAB AND GO

38.26

9 HH 2.9 SH 0.79

Col

HH 2.93 SH 0.81

CH 3.01

U/S 2.58

H103

EXIT Resource House,

SCH 2.6

Date

16/02/18

Description

CH 3.0

Updated as per client comments

TA 2.27

FFL 39.08

HH 2.95 SH 0.82

U/S 2.58

U/S 2.71

SP 1.45

CH 3.03

X111 STAIR 2 LOBBY

A0 Rev

HH 2.93 SH 0.81

HH 2.17 SH 0.95

CH 3.03 HH 2.95 SH 0.82

HH 1.92 SH 1.09

X104 SEMINAR ROOM 30 m 2

X112 clnrs cpbd X110 STAIR 2

HH 1.92 SH 1.09

IBLE

M& E

7.7

R AISED

7.8

C O U RT YA R D

3111

3215

W 10

m W 07

t n

Step-Down Pedestal application -Fascia Board flush with top of pavers -Ledger board

Design TBC

Replace existing door with a new window in altered opening. Design TBC 1st floor Terrace Roof System construction (all TBC by subcontractor)

38.230

38.568

38.230

2775

/s central 406UB

round 833

/s central 533UB

be encased with FireCase system to achieve 60min protection to structure

Ground Floor 34.740

2512 to u/s central 533UB

2442 to u/s central 406UB

2775

3235

SSL (ToS) NB: All new steelwork to be encased with FireCase system to achieve 60min protection to structure 37.780

(ToS) 37.580

X205 COMPUTER SUITE In terms of thermal performance, a nondomestic

building should possess an u-value of 0.18 W/m2K . Replace existing windows with a new The composition of the floor of this raised courtyard .964 glazed doors in existing opening with successfully achieves an u-value of less than 0.15 W/m2K lowered cill. that reach the standard and give thermal comfort.

Guarding to be agreed

Ground Floor 38.568

More work had been done to the raised courtyard since the last visit. A layer of screed is coated on top of the pre-cast concrete so as to give a smooth surface to layer the water vapour barrier and insulation on top as the sharp edges of the pre-cast concrete might pierce the water vapour barrier and negatively affects vapour controlling.

-50mm zone for paving slab -175mm tapered zone for pedestal to allow falls from one side to the other of 1.80. 150mm tapered insulation zone to form the fall ( within the pedestal zone) -Fully adhered single-ply membrane as S42.110A on top of the tapered insulation -150 mm SSL Kingspan ThermaroofTR27 LPC/FM (ToS) 37.780 (ToS) Kingspan ThermaroofTR27 LPC/FM upstand to be used NB: 25 mm thick 37.580 around the perimeter of the roof on the internal faรงade of parapets A minimum distance of 300 mm should be maintained between the top of the insulation upstand and the bottom of the horizontal roof insulation. -Vapour control layer -75mm screed as spec ref M10.110 U-Value <0.15W/m2K.

1st floor Ground Floor Construction Solid Concrete Ground Based Floors - Vinyl floor finish as floor finishes drawings 401-402 -250mm thick concrete slab to Structural Engineer's details -Separation layer lapped (minimum 150mm)

X102 KITCHEN First Floor .930

X014 SERVER

S ITE

VISIT 6

Date: 13 February 2018 Weather: Cloudy, with strong wind Temperature: 5 °C People on site: 60 to 70

• Project manager

• Contractors

• Workers

• Mechanicians

• Students and tutors

P ROGRAMME

8.1

siw week Programme

28/02/2018

Stepnell ltd

Line

Name

Duration

Start

February 19 26 -2 -1

Finish

External Envelope

SFS 4th - 5th

SFS 5th - 6th

BWK grnd - 1st

1w 19/02/2018 A 23/02/2018 A

BWK 1st - 2nd

2w 26/02/2018 A

09/03/2018

BWK 2nd -3rd

12/03/2018

23/03/2018

BWK

26/03/2018

10/04/2018

Curtain walling 3rd -4th

1w 20/02/2018 A 26/02/2018 A

Curtain walling 4th - 5th

1w 28/02/2018 A

06/03/2018

Curtain walling 5th - 6th

08/03/2018

14/03/2018

Corten grnd - 1st

26/02/2018

09/03/2018

Corten 1st - 2nd

05/03/2018

16/03/2018

Corten 2nd - 3rd

12/03/2018

23/03/2018

3rd - 4th

19/02/2018

Glenn Reeves

03/04/2018

1w 19/02/2018 A

23/02/2018

1w 26/02/2018 A

02/03/2018

2018 March 12 19 3

April 9

The contractor set a 6-week programme on the tasks they target to complete. It takes into account of the delayed tasks that they have not finished and tried to do more works at the same time to meet the end date eventually. According to the programme, the following tasks should be completed or in progress on 20 March 2018.

4 5 6 7

8 9 10

11 12 13

Ground Floor Internal Finishes 14

Under floor heating

05/03/2018

09/03/2018

Screeding

12/03/2018

16/03/2018

M&E 1st fix

2w 19/02/2018 A

02/03/2018

Plastering

05/03/2018

09/03/2018

2nd fix M&E

07/03/2018

20/03/2018

Task are EXPECTED finished: • Steel Frame System (SFS) • Curtain walling • Lift shaft

14 15 16 17 18

1ST FLOOR 19

M&E 1st fix

1w 19/02/2018 A 23/02/2018 A 19

Plastering

26/02/2018

02/03/2018

2nd fix M&E

12/03/2018

23/03/2018

Task are EXPECTED in progress: • Brickworks • Corten steel claddings • 1st & 2nd fix of M&E • Plastering • Roof works

20 21

2nd FLOOR 22

1st fix M&E

1w 26/02/2018 A

02/03/2018

Plastering

12/03/2018

16/03/2018

Screeding

05/03/2018

09/03/2018

22 23

3RD FLOOR 25

1st fix partitions

1w 05/03/2018 A

09/03/2018

1st fix M&E

08/03/2018

21/03/2018

Plastering

19/03/2018

23/03/2018

26 27

Task are in ACTUAL progress: • Brickwork on 2nd floor • Plastering • Screeding on ground & 2nd floor • Roof works • Partitions • M&E

4TH FLOOR 28

1st fix partitions

1w 12/03/2018 A

16/03/2018

M&E 1st fix

19/03/2018

03/04/2018

26/02/2018

09/03/2018

28 29

LIFT SHAFT 30

SFS ROOF WORKS

Plant room steel

1w 26/02/2018 A

02/03/2018

Parapet works

05/03/2018

09/03/2018

Main coverings / Insulation

12/03/2018

23/03/2018

32 33

Floor Level Ground

1st

Drawn by: Planner - Chart Properties Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

2nd

Dwg No. 00001

3rd

Revision No. A

4th

Plantroom

Roof

Notes: Comment - Chart Properties

Planned by Asta Powerproject

8.2

P OLICIES

T O E X T R E M E W E AT H E R

1 MARCH (THU) SNOW Due to the snow in 1 March 2018, the programme has delayed for a week and this affects the schedule afterward and may delay the contractor in finishing all the construction work on time. Therefore, they went on negotiating with the project team in the case of claiming an â&#x20AC;&#x2DC;abnormal weatherâ&#x20AC;&#x2122;. The contract defined the abnormal weather basing on a 3-5 years historical data and the stance of the project team is that the snow in 1 March is extreme but not abnormal. Also, as the workers only stop working for a day, instead of a whole week, it should not be a huge delay and should be able to complete on the end date, 11 June. The delay is mainly due to deliveries of brickworks, screeding works, and external claddings as they need to be resequenced accordingly. It did not affect the whole programme, just some elements in the programme. As there are no external claddings ,the building is fully exposed and the snow can go into the building. Workers may need extra time to clear the snow and ice when they came back.

S UPERSTRUCTURE:

8.3

223

Eb 2279

ROOF

3562

1646

1492

C 222

4452

2951

Final setting out of Roof-Terrace to be confirmed :

6752

300

4550

GENERAL NOTES

443.5

D 301

GENERAL NOTES

External Walls Semi−intensive Green Roof Covering System construction 2- Terrace Roof System build-up + Thermal rier etation bar vegetation barrier Wall Construction - Corten Outer / SFS Inner (Plant Room) 1 1 pebble veg performance, Roof Falls, pebble Drainage to be confirmed 11 30mm Deep Corten Cassettes -75 x 225mm C24 floor joists @ 400mm c/c's, as f following details from Roofsedsubcontractor um roof 1a sedum roo Gst to be 69mm Air Gap with Vertical Rails on HH Brackets Structural Engineers specification ing out of Roof-Terrace confirmed : GENERAL NOTES GENERAL NOTES Top of Coping 150mm Rockwool DuoSlab Insulation -Plywood decking as spec ref J42.110B 443.5 Detail U - 301 Top of Masonry 58.922 cies roof G H Ee 2 mixed spe 58.837 12.5 KnaufWindliner Sheathing Board -3mm vapour control layer Top of Coping 1 External Walls Semi−intensive Green Roof Covering System construction e Roof System build-up + Thermal Top of Masonry 58.622 150mm SFS Zone, Filled with RW45 Insulation setting out of Roof-Terrace to be confirmed : ToS - 50 mm thick upstand to be used around the perimeter of GENERAL NOTES GENERAL NOTES 58.537 1ance, Roof Falls, Drainage toFinal Wall Construction Corten Outer / SFS Inner (Plant Room) 1 443.5 58.378 be confirmed 11 12.5mm Plywood and 12.5mm GB Plasterboard and skim + the roof on the internal façade of parapets Tables & setting Tables & Benches 30mm Deep Corten Cassettes -75 x 225mm C24 f loor joists @ 400mm c/c's, as (flexible) (flixed) exposed A minimum distance 300 Covering mm to beSystem maintained between details from Roof subcontractor External concrete Walls columns Semi−intensive GreenofRoof construction 2- Terrace Roof System build-up + Thermal Terrace Wall Construction - BlockworkTables Outer / SFS Inner 69mm Air Gap with Vertical Rails on HH Brackets & Benches Structural Engineers specification U-Value = 0.18W/m2K the topRoom) of the insulation upstand and the bottom of the Corten planters Wall Construction - Corten Outer / SFS Inner (Plant 100mm fairf aced medium density blockwork(fixed) - F10/225 1 of Coping 150mm Rockwool DuoSlab Insulation perf ormance, Roof Falls, Drainage to be conf irmed -Plywood decking as spec ref J42.110B 11 & frames uplit from G H Ee horizontal roofC24 insulation. 3 50mm 22 30mm Deep Corten Cassettes -75 x 225mm floor joists @ 400mm c/c's, as either sideAir Gap with Brick Ties and Support Brackets 12.5 KnaufWindliner Sheathing497 Board -3mm vapour control layer 3no. uplights following details from Roof subcontractor Wall - Brickwork / SFS Inner of Coping -1.60 tapered insulation zone to form the fall 150mm Rockwool DuoSlab Insulation Top of Masonry Top Gst 69mmConstruction Air Gap with Vertical Rails onOuter HH Brackets Structural Engineers specif ication 58.622 150mm SFS Zone, Filled with RW45 Insulation 50 mm thick upstand to be used around the perimeter of 102.5 Black Brick as F10/110 58.537 Fst -1.5mm f ully-adhered single ply membrane as S45.110A Gst Cst Est 12.5 Knauf Windliner Sheathing Board of Coping: 150mm Rockwool DuoSlab Insulation -Plywood decking as spec ref J42.110B ing out of Roof -Terrace to ofbe confTop irmed 12.5mm Plywood and 12.5mm GB Plasterboard and skim + Detail U - 301 Top the roof on the internal f açade of parapets Masonry G H Ee 2a 58.922 GENERAL NOTES3 GENERAL NOTES 50mm Air Gap with Brick Ties and Support Brackets -root layer(s) as J42.110B 150mm SFS Zone, Filled with RW45 Insulation 58.837 443.5 12.5 Knauf Windliner Sheathing Board -3mmbarrier/protection vapour control layer

The superstructure of the roof has completed and currently, the workers are constructing the structure of the plant room on the roof terrace, then the green roofing.

8400

JT3 .5x35 35 JT3 .5x35 35

220 A

1/2 bricks) 5738(25

6000

300

2400

1800

4554

bricks) 6740(305873

4800

2400

1800

1/2 bricks)

7078

bricks) 15065(67 1135 ED 07

2588(11

440(2 bricks)

pebble vegetation barrier

2400

1800

2100

220

300

3650

1800

2400

1800

300

2100

4742

3900

Green Roof as Q37 on single ply membrane as J42.110A

exposed concrete columns A minimum distance of 300 mm to be maintained between Top of Coping 150mm -drainage layer, upstand filtration to layer, substrate to depth required of Top of Masonry 58.622 150mm Rockwool SFS Zone, DuoSlab Filled withInsulation RW45 Insulation the top of the insulation upstand and the bottom - 50 mm thick be used around the perimeter U-Value = 0.18W/m2K ofsemi-intensive the 58.537 External Walls Semi−intensive Green Roof Covering System construction 12.5 Knauf Windliner Sheathing Board -80mm roof 12.5mm Plywood and 12.5mm GB Plasterboard and skim + roof insulation. the roof on the internalgreen façade ofcovering parapetsas Q37.120A horizontal Wall Construction - Corten Outer / SFS Inner GENERAL NOTES GENERAL<0.15W/m2K. NOTES Zone,columns Filled11 with RW45 Insulation (Plant Room) U-Value Ed SFS 443.5Outer 150mm 6a exposed concrete A minimum distance of 300 mm to be maintained between Wall - Brickwork / SFS Inner -1.60 tapered insulation the fall 30mmConstruction Deep Corten Cassettes -75skim x 225mm C24 floor zone joists to @form 400mm c/c's, as 12.5mm and 12.5mm GB Plasterboard and + Ec U-ValuePlywood = 0.18W/m2K the top of the insulation upstand and the bottom of the 102.5 Black Brick as F10/110 -1.5mm f ully-adhered single ply membrane as S45.110A 69mm Air Gap with Vertical Rails onX605 HH Brackets External concrete Walls columns Semi−intensive Green Roof Covering System construction Structural Engineers specification exposed horizontal roof insulation. Eb EXTERNAL PLANT 50mm Gap with1DuoSlab Brick Ties and 49 Support Brackets -root barrier/protection layer(s) as J42.110BSemi−intensive 150mmAirRockwool Insulation ED 08 Wall Construction - Corten Outer / SFS Inner (Plant Room) Green Roof Covering System construction -Plywood decking11 as spec ref J42.110B U-Value = 0.18W/m2K m2 497 Ee Wall Construction - Brickwork Outer / SFS Inner -1.60 required tapered insulation zone to form the fall 150mm Rockwool DuoSlab Insulation -drainage layer,control filtration layer, substrate to depth 30mm Deep Corten Cassettes 12.5 Knauf Windliner Sheathing Board -3mm vapour layer -75 x 225mm C24deck floortojoists @ 400mm c/c's, details as -350mm concrete Engineer's 102.5 Black Brick as F10/110 -1.5mm fully-adhered singleStructural ply membrane as S45.110A 12.5 Knauf Windliner Sheathing BoardInsulation Q37.120A 69mm AirCurtain Gap with Vertical Rails on HH Brackets -80mm 150mm SFS Zone, Filled with RW45 - 50 mmsemi-intensive thick upstandgreen to beroof usedcovering around as the perimeter of Structural Engineers ication Detail R -3301 GENERAL NOTES GENERAL NOTES External Walls -3mm vapour controlspecif layer 50mm Air Gap with Brick Ties and Support Brackets -root barrier/protection layer(s) as J42.110B M<0.15W/m2K. 14/02/18 12 Amendments to internal partitions and door position MLD 150mm SFS Zone, Filled with RW45 Insulation U-Value 150mm Rockwool DuoSlab Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim +- ref the roof on the internal façade of parapets --Plywood as spec ref ED09 Various Systems er to windows 50 mm decking thick be J42.110B used around the perimeter H Eeschedule Drawings 150mm Insulation -drainage layer, upstand filtration to layer, substrate to depth required of L 12/01/18 MJ, CFB, Bricks setting out and downpipe position added MLD 12.5mm Plywood columns and 12.5mm GB Plasterboard andRockwool skim + DuoSlab 12.5 Knauf Windliner Sheathing Board exposed -3mm vapour layer A minimum distance ofto300 mm to beSystem maintained between External concrete Walls Semi−intensive Green Covering construction 322-324 the roof on thecontrol internal façade ofcovering parapetsas Q37.120A AmendmentsRoof roof layout following the FFI inf o Top of Coping 12.5 KnaufWindliner Sheathing Board -80mm semi-intensive green roof exposed concrete columns Top of Masonry 13/12/17 Amendments to upstand wall construction and Steel the bottom MLD 58.622 150mm Filled 7with RW45 Insulation the U-Value = 0.18W/m2K - 50 mm thick upstand to bemm usedshould around perimeter of topRoom) ofK the insulation and of the Wall Construction - Corten Outer / SFS InnerSFS Zone, U-Value 0.15W/m2K A minimum distance of 300 bethe maintained Column positions following the SE info 58.537 150mm SFS=Zone, Filled11 with RW45 Insulation (Plant U-Value <0.15W/m2K. U-Value = Corten 0.18W/m2K Semi−intensive Green Roof Covering 07/11/17 Amendments to wall construction Steel System MLD 12.5mm Plywood and 12.5mm GB Plasterboard and skim +J roof theconstruction roof façade ofupstand parapetsand the bottom horizontal insulation. 30mm Deep Cassettes -75 x 225mm C24 floor joists @and400mm c/c's, as on G-value of glass 0.35 GB MJ (1 9.200) between thethe topinternal of the insulation Column positions 12.5mm Plywood and=12.5mm Plasterboard and skim +concrete 54.647 -350mm deck to Structural Engineer's details exposed concrete columns Wall - Brickwork / SFS Inner A minimum distance 300 mm to be maintained between -1.60 tapered insulation zone to theform all 69mmConstruction Air Gap with Vertical Rails onOuter HH Brackets I Engineers 18/09/17 Change specif to the slab edge following Cladding the f MLD Structural ication of the horizontal roofof insulation. & Windows info. Amendments to Stair 1 exposed concrete columns Type 1 External Curtain Walls -3mm vapour control layer U-Value = 0.18W/m2K 102.5 Brick as F10/110 the toptapered of the insulation upstand the of the -1.5mm fHdecking ully-adhered single ply membrane as S45.110A 150mmBlack Rockwool DuoSlab Insulation -Plywood as spec ref J42.110B 30/05/17 Amendments to HEC stair 2 following the SE info MLD -1.60 insulation zoneCovering to fand orm System the bottom fall construction 12 EescheduleU-Value = 0.18W/m2K Semi−intensive Green Roof Gthick 12/05/17 Amendments toto drawings following the Topo MLD Various Systems ref er to windows Drawings bricks) 50 mm upstand be used around the perimeter of 1/2 6 er to 4387(19 GA Floor Plan drawings (2588 201-207) -root 50mm Air Gap with Brick Ties and SupportRef Brackets horizontal roof insulation. as J42.110B-1.5mm 12.5 Knauf Windliner Sheathing -3mmbarrier/protection vapour control Survey andlayer SElayer(s) info ply membrane as S45.110A 3938(17 1/2 bricks) Board CFB 9337.5(41 1/2 bricks) MJ -350mmfully-adhered concrete decksingle to Structural Engineer's details Type 2 497 F 19/01/17 Change to doors and Stair 1 Lobby MLD 322-324 MJ the roof on the internal f açade of parapets 6693 150mm Rockwool DuoSlab Wall Construction - Brickwork Outer / SFS Inner -1.60 tapered of insulationlayer(s) zone to form the fall -drainage layer, filtration layer, substrate to depth required SFSDetail Zone, Filled withInsulation RW45 Insulation - 50 mm Ethick upstand to be used around the perimeter -roof barrier/protection 10/01/17 Spec Refs added MLD R - 301 6967 58.537 External Curtain Walls -3mm vapour control layer U-Value = 0.15W/m2K D 23/12/16 Amendments to300 drawings mm should beMLD A distance ofgreen maintained 12.5 Knauf Windliner 102.5and Black Brick as F10/110 -1.5mm fully-adhered single ply membrane as S45.110A -80mm roof Q37.120A 12 12.5mm Plywood and Sheathing 12.5mm Plasterboard skim +- ref theminimum roofsemi-intensive on the internal façade ofcovering parapetsas 12.5 KnaufWindliner Sheathing Board layer, substrate to depth required of -drainage layer, upstand filtration C 09/12/16 Amendments to drawings MLD Type GB ABoard Various Systems er to windows schedule Drawings Ee - 50the mmbottom thick to be used around the perimeter G-value of glass = 0.35 MJ (1 9.200) between the top of the insulation upstand and 3 B 30/11/16 Amendments to drawings MLD 150mm Zone,columns Filled with RW45 Insulation 50mm Air Gap with Brick Ties andTop Support -root barrier/protection layer(s) ascovering J42.110B U-Value <0.15W/m2K. exposed SFS concrete 150mm SFS Zone, Filled with RW45 Insulation of CopingBrackets A minimum distance of 300 mm to be maintained between -80mm semi-intensive green roof as Q37.120A 54.647 A 25/11/16 Amendments to drawings MLD 322-324 Top of Masonry 53.447 the roof on the internal f açade of parapets Terrace Wall Construction - Blockwork Outer / SFS Inner Detail I 300 of the horizontal roof insulation. 13 12.5mm Plywood and 12.5mm GBLifPlasterboard and skim + Steel columns 12.5mm 150mm and 12.5mm andRockwool skim + DuoSlab -drainage layer, filtration layer, substrate to depth required U-ValuePlywood = 0.18W/m2K the top of the insulation upstand and the bottom of the 53.362 Insulation Type GB 1*Plasterboard U-Value <0.15W/m2K. t X605Gst Type 1 U-Value = 0.15W/m2K 100mm fairfaced medium density blockwork - F10/225 A minimum distance of 300 mm should be maintained -1.60 tapered 12.5 KnaufWindliner Sheathing Board exposed concrete columns -80mm semi-intensive green roof covering as Q37.120A horizontal roofinsulation insulation.zone to form the fall EXTERNAL 50mm Air Gap with Brick Ties and Support Brackets G-value of glass = 0.35 MJ (1 9.200) between the top of the insulation upstand and the bottom Ref er to GA Floor Plan drawings (2588 201-207) 497 -1.5mm f ully-adhered single ply membrane as S45.110A CFB 150mm SFS Zone, Filled with RW45 Insulation U-Value = 0.18W/m2K Semi−intensive Green Roof Covering System construction U-Value <0.15W/m2K. Wall Construction Brickwork Outer / SFS Final setting out of Roof-Terrace to be conf irmed : Inner 54.647 -1.60 tapered insulation zone to f orm the f all Type 2 T errace Roof System GENERAL NOTES GENERAL NOTES PLANT ROOM 2146 1416 150mm Rockwool DuoSlab Insulation X503 443.5 of the horizontal roofconstruction insulation. -roof barrier/protection layer(s) 12.5mm Plywood and 12.5mm GB Plasterboard and skim +concrete decksingle -350mm to Structural Engineer's details 102.5 Black Brick as2- TF10/110 1build-up + Thermal -1.5mm ply membrane as S45.110A -350mm to Green 6thinsulation floor 275mm to 5th deck External Walls fully-adhered Semi−intensive Roof Coveringand System construction 12.5 KnaufWindliner Sheathing Board errace Type Roof System X605 COMPUTER SUITE -1.60 tapered zone to form the ffloorconcrete all W all Construction Corten Outer / SFS Inner (Plant Room) 1 -drainage layer, f iltration layer, substrate to depth required perf ormance, Roof Falls, Drainage to be conf irmed 11 Detail R -3301 4800 External Walls Type A 5873 4554 exposed concrete columns -3mm vapour control layer 50mm AirCurtain Gap with Brick Ties and Support Brackets -root barrier/protection layer(s) as J42.110B 150mm SFS Zone, Filled with RW45 Insulation 30mm Deep Corten Cassettes -75 x 225mm C24Engineer's floor joists @ 400mmdetails c/c's, as to Structural EXTERNAL Ref er to GA Floor Plan drawings (2588 201-207) following details from Roof subcontractor 12 Architects, & Interior Design -1.5mm f ully-adhered single ply membrane as S45.110A 4554 Detail Q - 301 Cst Est Est FstFst Gst 69mm Air Gapsemi-intensive with CFB Vertical Rails13 onLandscape HH Brackets Top of Coping Structural Engineers specif ication Gst Cst -80mm green roof covering as Q37.120A Type 2 53.447 Various - ref er Top to of windows schedule Drawings = 0.18W/m2K H U-Value Semi−intensive Green Roof Covering System construction - 50 thick to be used around the perimeter of 12.5mm Plywood and 12.5mm GB1646 Plasterboard and skim + Steel columns 150mmSystems Rockwool DuoSlab Insulation -drainage layer, filtration layer, substrate to depth required Masonry 150mmmm Rockwool DuoSlab upstand Insulation -Plywood decking as spec ref J42.110B -3mm vapour control layer 2279 3562 1492 G ROOM A B C PLANT D E G Ee Detail I - 300 -roof barrier/protection layer(s) 12.5 KnaufWindliner Sheathing Board -3mm vapour control layer C 53.362 Type 1* F U-Value 322-324 223 311 -350mm concrete deck Structural Engineer's the roof on<0.15W/m2K. the façade ofcovering parapetsas 12.5 KnaufWindliner ToS Sheathing Board -80mm semi-intensive green roof Q37.120A 150mm SFS Zone, Filled withinternal RW45 Insulation - 50 mm thick upstandfor to be pedestal used aroundto the perimeter of -tapered zone to allow falls from onedetails side to 13 11 222 6128 4959 -drainage layer, iltration 2279 3562 1646 1492 7718 58.378 Type A 12.5mm Plywood and 12.5mm GB Plasterboard and skim + the roof on the internal ff açade of parapetslayer, substrate to depth required Detail R - 301 U-Value 0.15W/m2K External Curtain Walls -3mm vapour control layer A minimum distance of 300 mm should be maintained 150mm SFS= Zone, Filled with RW45 Insulation exposed concrete<0.15W/m2K. columns U-Value Aother minimum distance of 300 mm to be maintained between the of 1.60 tapered insulation zone to form the fall ( A B C D E F G Terrace Wall Construction - Blockwork Outer / SFSHInner Top of Coping -80mm semi-intensive green covering as Q37.120A U-Value = 0.18W/m2K 12 the top of the insulation upstand and the bottom ofroof the 100mm f airf aced medium density blockwork F10/225 T errace Roof System construction Top of Masonry G-value of glass 0.35 GB Plasterboard (1 6.200)between the top of the insulation upstand and Various Systems refer to windows53.447 schedule MJ (1 9.200) -within 50the mm thick upstand bottom 12.5mm Plywood and=12.5mm and skim +-Brackets horizontal roof insulation. Detail IMJ - Drawings 300 the pedestal zone)to be used around the perimeter of 50mm Air Gap with Brick Ties and Support X605 497 53.362 Type 1* 13 U-Value 51 .647 Wall Construction - Brickwork Outer /Group SFS Inner 54.647 -1.60 tapered<0.15W/m2K. insulation zone to form the fall Conf etti Media 150mm Rockwool DuoSlab Insulation -350mm to 6th f loor and 275mm to 5th f loorconcrete deck Gst 322-324 Type 1* Type 1* Type 1* the roof on thesingle internal of parapets of102.5 theBlackhorizontal Brick as F10/110 roof insulation. -1.5mm fully-adhered ply membranef as S45.110A exposed concrete columns 12.5 KnaufWindliner Sheathing Board - 50-root mm thick upstand toaçade be used around the perimeter of 13 EXTERNAL 3 50mm Air Gap with Brick Ties and Support Brackets barrier/protection layer(s) as J42.110B 150mm SFS Zone, Filled with RW45 Insulation Type 1 to Structural Engineer's details U-Value 0.15W/m2K 12.5mm Plywood and 12.5mm= GB Plasterboard and skim + 13 Steel columns 150mm Rockwool DuoSlab Insulation A minimum distance ofto300 mm be maintained -1.60 tapered insulation zoneCovering to form System the fall -drainage layer, filtration layer, substrate required U-Value = 0.18W/m2K Timber Structure to be confirmed following Semi−intensive Green Roof construction X602 PROPOSED TERRACE FLOOR GA PLAN -1:150 the roofRoof on the internal fasdepth açade ofshould parapets 12.5 KnaufWindliner Sheathing Board -80mm semi-intensive green roof covering Q37.120A T errace System construction STAIR 2 details from SE X503 PLANT ROOM Refer to GA Floor Plan drawings (2588 201-207) -3mm vapour control layer G-value of glass = 0.35 150mm SFS Zone, Filled with Insulation MJ (1 9.200)-350mm U-Value <0.15W/m2K. CFB between thedistance top of the insulation upstandbeand the bottom -1.5mm fully-adhered single ply membrane asminimum S45.110A CFB concrete deck to Structural Engineer's details Conf ettiRW45 CQ Campus A of 300 mm should maintained Type 2 12.5mm Plywood and 12.5mm GB Plasterboard and skim + -350mm to 6th f loor and 275mm to 5th floorconcrete deck 54.647 X603 X604 X601 X605 COMPUTER SUITE -tapered zone f or pedestal to allow f alls f rom one side to exposedbarrier/protection concrete columns control layer Indicative line of blockwork to form Detail R stairs - 301PLANT ROOM PARTITION Wall Type 1 Curtain Walls -roof layer(s) of the horizontal roof External -3mm vapour STAIR 2 LIFT LOBBY EXTERNAL between the top of theinsulation. insulation upstand and the bottom Type 1 Movement joint U-Value = 0.18W/m2K 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fType ixed to one side, 92mm CROOM studs Semi−intensive Green Roof Covering System construction (drainage chute position to be agreed) to Structural Engineer's details 1 LOBBY PLANT 12 6 Detail L 300 the other of 1.60 tapered insulation zone to f orm the f all ( 13 with 50mm Isover between studs. Skim finish to both partition. -350mm concrete deck to Structural Engineer's detailsto form the fall layer, f iltration layer, substrate to depth required Various Systems refsides erofto windows schedule Drawings -1.60 tapered insulation zone --drainage 50 mm thick upstand to be used around the perimeter of Type A of the horizontal roof insulation. External Curtain Walls -3mm vapour vapour control control layer Roof - Terrace Plan GA -3mm layer MJ (1 6.200) 12 Slab edge PARTITION Wall Type 2 Ref er to GA Floor Plan drawings (2588 201-207) within the pedestal zone) Various Systems - ref er to windows schedule Drawings roof covering as Top of Coping - 50 mm thick upstand to be used around the perimeter 322-324 -80mm semi-intensive Q37.120A fully-adhered single ply ofmembrane as S45.110A CFB the roof on theTypes internal façade Detail Q - 301 Type 2 13 51 .647 -1.5mm ully adhered single-ply membrane S42.110A 1no. Layer of 15mm Soundbloc either side of 92mm C StudsTop with of 50mm Isover APR Areas of pedestal to Masonry Roof and green Setting Outof parapets -1.5mm 322-324 Type 2 between the roof onf the internal façadepedestal of parapets 13 15 13 Detail I - 300 -tapered zone for to allow falls fromasone side to 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition. 53.447 support container planting -A 50 mm thick upstand to bemm usedshould around perimeter U-Value = 0.15W/m2K A minimum distance of of 300 mm should layer(s) be maintained 53.362 Type 1* studs. (UseU-Value = 0.15W/m2K -roof barrier/protection U-Value <0.15W/m2K. minimum distance of 300 bethe maintained -50mm Ballast (paving slabs on support) as Q37.140 G-value of glass = 0.35 6a between the top of the insulation upstand and insulation the bottom PARTITION Wall Type 3 the other of 1.60 tapered zone to f orm the fall ( the roof on the internal f açade of parapets of the horizontal roof insulation. Type 3 2588 1:50 @ A1 Jul-16 1no. Layer of 15mm Soundbloc MR side of 70mm= C Studs with 50mm Isover APR between G-value ofeitherglass 0.35 layer, substrate to depth required -drainage layer, f iltration MJ (1 9.200) between the top of the insulation upstand and the bottom Type 1 Type A U-Value <0.15W/m2K. MJ (1 6.200) -1.60 tapered insulation zone to f orm the f all studs. Skim finish to both sides of partition. the pedestal zone)as S45.110A 54.647 CFB Ref er to GA Floor Plan distance (2588 201-207) A minimum of 300 mmCFBshould be within maintained -1.5mm fsemi-intensive ully-adhered single ply membrane 13 .647 Top of Coping51 Type 2 -80mm green roof covering as Q37.120A Terrace Roofdrawings System construction of the horizontal roof insulation. -roof barrier/protection layer(s) Top of Masonry PARTITION Wall Type A 53.447 ID 001, etc - Internal Door Codes (Refer to drawing - 50the mmlayer, thick upstand to be used around the perimeter of Type 1* Type 1 Detail I Type -320) 300 Type 1 M Construction X403 7 Type A Type A 3no. Layers 15mm Soundbloc either side of BG 146mm CX405 Stud at 300mm Centres within 148mm -drainagebottom filtration layer, substrate to depth required between the top insulation upstand and A 53.362 W001, etc - Window Codes (Refer to drawings 322-323) Type 1* U-Value <0.15W/m2K. -350mm to207 6th fof loorthe and 275mm to 5th ffloorconcrete deck -1.60 tapered insulation zone to form theMLD all Second Floor Construction (LRC)of parapets Head and base channels. 75mm Isover APR between studs with Skim finish to both side of green roof covering as Q37.120A Detail L - 300 Gst ED01, etc - External Door Codes (Refer to drawings 323) the -80mm roofsemi-intensive on the internal façade partition. COMPUTER SUITE SUITE Type321) 1* of the horizontal roof insulation. U-Value <0.15W/m2K. IS01, etc - Internal Screene Codes (Refer to drawings Refer to GA Floor drawings (2588 201-207) Cst Est Fst Gst Plan COMPUTER to Structural Engineer's details -1.5mm f ully-adhered single ply membrane as S45.110A CFB -275mm concrete deck to Structural Engineer's details 13 CFB Type 2Wall Type 1 - without16mm Resilient Bar Type 2Type 1* PARTITION Aasminimum distance Terrace Roof System construction of 300 mm should be maintained -1.5mm f ully adhered single-ply membrane S42.110A X512 X513 X511 X503 Terrace Roof -3mmbarrier/protection vapour control -roof layer(s) -3mm vapour control -350mm to 6th floorSystem and 275mm toconstruction 5th floorconcrete deck X503 STAIR 2 STAIR 2 CORRIDOR COMPUTER SUITE 14 layer between the top of thelayer insulation upstand and the bottom to Structural Engineer's LOBBY (paving slabs support) asdepth Q37.140 13falls to -350mm to floorasand to 5th floorconcrete deck -taperedBallast zone pedestal toon allow from one side to6thlayerdetails Detail L - 300-50mm layer, substrate required -drainage layer,for filtration -50 mm Kooltherm spec275mm ref M10.290B -3mm vapour control COMPUTER SUITE Type A of the horizontal roof insulation. -tapered zone for pedestal to allow falls from one side to U-Value <0.15W/m2K. Top of Coping toform Structural Engineer's details the othersemi-intensive of 1.6013 tapered insulation zone to the fall (asinsulation -80mm green roof covering as Q37.120A the other of 1.60 tapered zoneref to formM10.130 the fall ( -75mm screed spec MJ (1 3.275) Top of Masonry 53.447 -1.5mm ully adhered single-ply membrane as S42.110A Detail IMJ - 300 within the f pedestal zone) 15 (1 6.200) 13 48.722 53.362 control layer within the <0.15W/m2K. pedestal zone) Type 1* U-Value - 50 mm thick upstand to beas usedf around thefinishes perimeter of drawings 401-402 --3mm Vinyl fvapour loor finish loor 13 X405 Type A 51 .647 -50mm Ballast slabs on support) as Q37.140 the roof on the internal f(paving açade of parapets (LRC) -Second 50 mmFloor thickConstruction upstand to be used perimeter CFB around the -tapered pedestal to allow falls from one side to A minimumzone distance of offor 300 mm should be maintained COMPUTER SUITE U-Value between the <0.15W/m2K. top of the insulation upstand and the bottom -275mm concrete deck Structural Engineer's details the roofRoof on the internal fto açade of parapets the ofother ofroof 1.60 tapered insulation theConstruction horizontal insulation. Terrace System construction Floors (1st, 3rd, 4th, 5th)zone to form the fall ( CFB -1.5mm fully adhered single-ply membrane as S42.110A MJ (1 6.200)A -3mm vapour control layer CFB 14 minimum distance 300 mm should maintained within the pedestal zone)astoQ37.140 -50mm Ballast (paving slabs ondeck support) X403 X405 Type A -350mm to 6th floor of and 275mm to 5thbefloorconcrete deck -275mm concrete Structural Engineer's details X412 13 51 .647 Second Construction (LRC) U-ValueFloor <0.15W/m2K. STAIR 2 -50 mm Kooltherm as spec ref M10.290B Type 1 Type 1 Type 2 - 50the mmbottom thicklevelling upstandscreed to be used around the perimeter of between the top of the insulation COMPUTER SUITE COMPUTER SUITE to Structural Engineer's details upstand and 15 -10mm latex X413 X411 X403 X405 13 Second Floorconcrete Construction (LRC) -275mm deck to Structural Engineer's details Detail L - 300 Type A STAIR 2 CORRIDOR COMPUTER SUITE COMPUTER SUITE-75mm screed as spec ref M10.130 -275mm concrete deck to Structural Engineer's details of parapets MJ (1 3.275) the roof on fthe internal façade of the horizontal roof layer insulation. -3mm vapour control --3mm Vinyl floor inish as floor LOBBY -3mm vapour vapour control control layer layerfinishes drawings 401-402 14 48.722 14 --1.5mm Vinyl f loor f inish as f loor f inishes drawings 401-402 CFB -50 mm Kooltherm as spec ref M10.290B Aasminimum of 300 mm should be maintained ully adhered single-ply membrane S42.110A -tapered fzone for pedestal to allow falls from side todistance -75mm screed as spec ref M10.130 -50one mm Kooltherm as spec ref M10.290B - Vinyl fthe loorthe finish astop floor drawings 401-402 between of the insulation upstandGround and theBased bottom -50mm (paving slabs on support) Q37.140 the otherBallast of 1.60 tapered insulation zone as toGround form fall (asfinishes Floor Construction Concrete 15 -75mm screed spec ref Solid M10.130 Detail - 300Floors Construction (1st, 3rd, 4th, 5th) MJ (1L3.275) MJ (1 6.200) Floorshorizontal Construction (1st, 3rd,roof 4th, 5th)insulation. CFB of the U-Value <0.15W/m2K. CFB within the pedestal zone) Floors 48.722 -275mm concrete deck to Structural Engineer's details 13 51 .647 - Vinyl floor finish as floor finishes drawings 401-402 -275mm concrete deck to Structural Engineer's details 15 -10mm latex levelling screed -1.5mm fullyasadhered single-ply as S42.110A - 50 mm thick upstand to be used around the perimeter of as drawings - Vinyl floor finishesmembrane drawings 401-402 - Vinylf floor loor finishfinish floor finishes 401-402 X405 Type A 15 -10mm latex levelling 16 screed Type A Second Construction (LRC)of parapets -50mm Ballast (paving slabs on support) as Q37.140 the roofFloor on the internal façade -75mm screed as spec ref M10.130 Ground Based Ground Floor Construction Solid Concrete X303 X305 Floors Construction (1st, 3rd, 4th, 5th) COMPUTER SUITE Vinyl f loor f inish as f loor f inishes drawings 401-402 Floors CFB CFB -275mm concrete deck to Structural Engineer's details U-Value <0.15W/m2K. A minimum distance of 300 mm should be -275mm -maintained Underf loor Systems - Vinyl floor finish asHeating floor finishes drawings 401-402 refer to M+E Engineer's COMPUTER SUITE COMPUTER SUITE concrete deck to Structural Engineer's details 16 Type A Type 2 Type 1 Type 1 -75mm screed as spec ref M10.130 X312 X313 X311 X303 X305 -3mm vapour control between the top of thelayer insulation upstand and the details 14 - Underfbottom loor Heating Systems refer to M+E Engineer's STAIR 2 STAIR 2 CORRIDORA COMPUTER SUITE COMPUTER SUITE 15 -10mm latex levelling screed X403 X405 Type Detail L - 300 detailsBased Ground Floor Construction Solid Concrete Ground LOBBY -50the mm Kooltherm asinsulation. spec ref M10.290B Second Floor Construction (LRC) (minimum 150mm) of horizontal roof -0.5mm separation layer lapped -0.5mm separation layer lapped (minimum 150mm) - Vinyl floor finish as floor finishes drawings 401-402 COMPUTER SUITE COMPUTER SUITE -50mm perimeter Insulation overlap min.150mm from Floors concrete toupstand Structural Engineer's details -75mm screed as specsingle-ply ref M10.130 -1.5mm fully adhered membrane -275mm as S42.110A -50mm Insulation overlap min.150mm from MJ (1 3.275) bottom ofperimeter wall insulation to topdeck of insulation -130mm Kingspan Kooltherm K103 Floor Board insulation --50mm ffinish as ffinishes drawings 48.722 -3mm layerto top of insulation upstand - Vinyl Vinyl ffloor loor inish(paving as ffloor loor inishes drawingsas401-402 401-402 Ballast slabs on support) Q37.140 15 under vapour concrete slab ascontrol spec ref M10.290A bottom of wall insulation 14 16 Type A Ground Floor Solid Concrete Ground Based -0.9mm damp proofConstruction membrane -75mm screed as spec ref M10.130 -50 -275mm mm thick Kooltherm as spec ref M10.290B X305 U-Value <0.15W/m2K. concrete slab to Structural Engineer's details -130mm Kingspan Kooltherm K103 Floor Board insulation CFB Floors -well compacted sub base to Structural Engineer's details MJ (9.750)-Floors Underf loor Heating(1st, Systems ref er to M+Eunder Engineer's Construction 3rd, 4th, 5th) -75mm screed as spec ref M10.130 COMPUTER SUITE U-Value = 0.11W/m2K spec ref M10.290A MJ45.1 (1 3.275) CFB 97 - Vinyl fconcrete loor finishslab as as floor finishes drawings 401-402 X405 Type A details 48.722 MLD drawings 401-402 28/02/18 Change Roof Terrace Structure, partitions , -275mm concrete Structural IEngineer's details - Vinyl ftoloor finish asinternal floor finishes Second Floor Construction -0.9mm damp proof membrane 16deck to (LRC) Type A external wallscreed build-up -75mm as spec ref M10.130 COMPUTER SUITE X303 X305 -0.5mm separation layer (minimum 150mm) 15 -10mm levelling screed -275mmlatex concrete deck tolapped Structural Engineer's details H 22/01/18 MJ, CFB, Bricksthick setting outconcrete and downpipe position added MLD -275mm slab to Structural Engineer's details Type 2 - Underf loor Heating Systems ref er to M+E Engineer's Type A COMPUTER SUITE COMPUTER SUITE -50mm perimeter overlap min.150mm from CFB MLD 5th) G 21/12/17 Amendments to Window W01sub(1st, --3mm Vinyl fvapour loor finish asInsulation floor drawings 401-402 Floors Construction control layerfinishes -well compacted base3rd, to 4th, Structural Engineer's details CFB 14 details F 08/11/17 Change to RoofTerrace external wall and roof build-up MLD X201 Mechanical X203 X205 bottom of wall insulation to top of insulation upstand -275mm to& Structural Engineer's details LRC Riser LRC COMPUTER SUITE-50 mm Kooltherm as spec ref M10.290B MLD E 25/10/17 Change to the concrete slab= edge0.11W/m2K followingdeck the Cladding U-Value -0.5mm separation layer lapped (minimum 150mm) Windows info. Amendments to 1st Floor Courtyard -130mm Kingspan Kooltherm K103 Floor Board insulation -10mm latex Ground Construction Concrete Ground -75mm Floor screed as15 spec ref Solid M10.130 D 30/05/17 Drawing Based status updatedlevelling to construction screed MLD MJMJ(1(9.750) 3.275) -50mm perimeter Insulation overlap min.150mm C 12/05/17 Amendments to drawings f ollowing the T opo MLD under concrete slab as spec ref M10.290A 48.722 14 I finishes 28/02/18 Change tofloor Roof Terrace Structure, partitions , from MLD 45.1 97 - Vinyl finish as floor finishesinternal drawings 401-402 Floors - Vinyl floor finish as floor drawings 401-402 Survey and SE info bottom of wall insulation to topMLDof insulation upstand B 10/01/17 Spec Ref s added damp proof membrane external wall build-up --0.9mm Vinyl floor finish as floor finishesCFBdrawings 401-402 A 23/12/16 Amendments to drawings MLD -130mm Kingspan Kooltherm K103 Floor Board insulation 312 16 Type A -275mm thick concrete slab to Structural Engineer's details Ground BasedMLD M10.130 Floor Construction Concrete screed as spec Floors Construction (1st, 3rd, 4th, 5th) REV. DATE MJ (9.750)-75mm DESCRIPTION BY X305 CFB Href 22/01/18 MJ,Ground CFB, Bricks andSolid downpipe position added under concrete slab out as spec ref M10.290A 45.1 97 -well compacted sub base to Structural Engineer's detailssetting - Underfloor Heating Systems refer toEngineer's M+EFloors Engineer's -275mm concrete deck to Structural details COMPUTER SUITE Type A -0.9mm damp proof membrane Timber Structure to be confirmed fU-Value ollowing = 0.11W/m2K - Vinyl floor to finish as floor finishes drawings 401-402 MLD details latex levelling screed G 21/12/17 Amendments Window W01 15 details from SE -10mm Type 2 -275mm thick concrete slab to Structural Engineer's details Type 1* Type A -75mm screedTerrace as spec ref M10.130 separation (minimum 150mm) --0.5mm Vinyl floor finish16 as layer floor finishes drawings 401-402 X101 X103 X102 CFB X303 X305 F lapped 08/11/17 Change to external wall and roof build-up X203 X205 -well compacted sub base to Structural Engineer's detailsMLD I 28/02/18 Change to Roof Terrace Structure, internal partitions , RoofMLD CAFE QUIET CAFE KITCHEN - Underf loor Heating Systems refer to M+E Engineer's MLD -50mm perimeter Insulation overlap min.150mm from COMPUTER SUITE COMPUTER SUITE LRC 25/10/17 Change to the&= slab edge following the Cladding & U-Value 0.11W/m2K external wall build-up E Architects, Landscape Interior Design details bottom of wallConstruction insulation toSolid top of insulation upstand Ground Floor Concrete Ground Based Windows info. Amendments to 1st Floor Courtyard 1 6-20 Bath Street, Nottingham NG1 1 DF -130mm Kingspan K103 Floor Board insulation -0.5mm separation layer lappedinternal (minimum 150mm) H 22/01/18 MJ,Floors CFB, Bricks settingKooltherm outI and downpipe position added MLD MLD 28/02/18 to Roof Tdesign@allanjoycearchitects errace Structure, partitions , D 30/05/17T Change Drawing status to construction MLD MJ (9.750) 01 1 5 841 841 8 E updated .co.uk 3

1627

3273(14 1/2bricks)

2320

514

100

221

Fifth Floor 55.324

1505

1010

2388

2902

3375(15 bricks)

910 100

50 795

2321

mixed species roof

JT3 .5x35 35 JT3 .5x35 35

2950

221 B

REV. DATE

2750

N 2750

980

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

2750

2817

Detail R - 301

PROJECT NUMBER

DATE

SCALE MJ (1 9.200) 54.647

Detail Q - 301

DRAWING NUMBER

REVISION

STATUS

Top of Coping Top of Masonry 53.447 Detail I - 300

53.362 This drawing is copyright and remains the property ofAllan Joyce Architects Ltd

2750

3400

01 1 5 841 841 8

2750

3230

Fifth Floor

53.964 Plant Room External Wall 12 102.5 Black Brick as F10/110 200mm clear residual cavity 100mm fairfaced medium density blockwork - F10/225

Generally do not scale drawings. All dimensions to be checked on site.

T.O.S. 52.075

Fifth Floor 51 .924

SSL 51 .624

2750

3230

2655

3230

2945

3230

Fifth Floor 50.054

MJ (1 6.200) 51 .647

A topping out ceremony was held on 9 March that the contractor, the clients and the architect celebrated the last piece of steel placing on the building by signing on top of it.

Detail L - 300

2655

3230

Fifth Floor 51 .924

The roof aim at pushing the whole design of the building to a sustainable solution to the campus and the city. The design successfully achieves a rating of outstanding from the BREEAM, a certificate of green and sustainable design.

DRAWING

Roof-Terrace Floor 55.324

3400

JT3 .5x35 35

450

Terrace Wall Construction - Blockwork Outer / SFS Inner 100mm fairfaced medium density blockwork - F10/225 50mm Air Gap with Brick Ties and Support Brackets Detail PInsulation - 301 150mm Rockwool DuoSlab 12.5 KnaufWindliner Sheathing Board 15 150mm SFS Zone, Filled with RW45 Insulation 14 12.5mm Plywood and 12.5mm GB Plasterboard and skim + Steel columns

SSL 55.024

AVCL

1 6-20 Bath Street, Nottingham NG1 1 DF

Top of Coping Top of Masonry 58.622 58.537

2750

497 522

3599

50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board Top of SFS 150mm SFS Zone, Filled with RW45 Insulation 55.474 12.5mm Plywood and 12.5mm GB Plasterboard and skim + Steel columns

Top of Coping 55.547

PROJECT

StairTerrace 2 External Wall Drawing 311 102.5 Black Brick as F10/110

Detail L - 301

AVCL

Top of Coping Top of Masonry 58.922 58.837

DESCRIPTION

CLIENT

Detail T - 301

Roof-Terrace Floor 55.324

Detail U - 301

2655

JT3 .5x35 35 JT3 .5x35 35 JT3 .5x35 35

Top of SFS 58.848

T.O.S. 58.378

JT3 .5x35 35 JT3 .5x35 35

Top of Coping 58.922

The architect has revised and confirmed the construction of the green roof. The roof possess about 700mm in depth. This is to ensure thermal performance internally as well as drain away water on the roof level, especially where there are greens.

7527.5(33 1/2 bricks)

3554

1930

600

JT3 .5x35 35 JT3 .5x35 35

685 12.5mm Plywood Paved Terrace Outer as Q37 on Terrace / SFS Inner and 12.5mm GB Plasterboard and skim + Steel columns ToS Wall Construction - Blockwork sigle ply membrane as 1e Roof System build-up + Thermal 6 J42.110A 100mm f airf aced medium density blockwork F10/225 58.378 Final setting out of Roof-Terrace to be confirmed : Air Gap with Brick Ties and Support Brackets 1 ance, Roof Falls, Drainage to50mm be conf irmed 497 3ast 150mm Rockwool DuoSlab Insulation Terrace Wall Construction3a- Blockwork Outer X601/ SFS Inner details from Roof subcontractor X605 opy PLANT 12.5 KnaufWindliner Sheathingbuild-up Board 100mmcanfairf aced medium density blockwork - F10/225 2Terrace Roof System + Thermal EXTERNAL 31 m2 3 9460(42 bricks) 150mm SFS Zone, Filled with RW45 Insulation 50mm Air Gap with Brick Ties and Support Brackets of Coping ormance, Roof Falls, GB Drainage be conf irmed DuoSlab Insulation 1200 G perf H ROOMto150mm 22 ( 42 bricks) 12.5mm Plywood and 12.5mmPLANT Plasterboard and9450 skim + Steel columns Rockwool MJ Ea 5737 2137 ED 09 1585 of CopingMechanical f ollowing details f rom Roof subcontractor 12.5 Knauf Windliner Sheathing BoardTop of Masonry Top ing out of Roof-Terrace to be conf irmed : Gst 58.622 6 riser 3 58.537 3st 443.5 150mm SFS Zone, Filled with RW45 Insulation Top of Coping 2339 Detail U - 301 Top of Masonry 58.922 G 12.5mm Plywood X604 and 12.5mm GB Plasterboard and skim + Steel columns ID 601 single ply membrane X602 LIFT LOBBY e Roof SystemX605 build-up +58.837 Thermal X603 as J42.110A 13 Terrace Wall Construction - Blockwork Outer STAIR/ 2SFS Inner STAIR 2 LOBBY 1200 313 1 Drainage to100mm beToS conf irmed 1ance, Roof Falls,EXTERNAL fairf aced medium density blockwork - F10/225 501 674 Type 1* Type 1* 58.378 PLANT ROOM 31150mm W 21 Air Gap with Brick Ties and Support Brackets details from Roof subcontractor 497 X605 Type 1* 150mm Rockwool DuoSlab Insulation ID 602 Terrace Wall Construction - Blockwork DetailOuter R - 301 / SFS Inner EXTERNAL of Coping 12.5 Knauf Windliner Sheathing Board G H blockwork - F10/225 22 4 PLANTInsulation ROOM 100mm fairfaced medium density 3 150mm SFS 4st Zone, Filled with RW45 Detail Q - 301 6 Gap with Brick Ties and Support Brackets 50mm Air Top of Coping Top of Masonry 12.5mm Plywood and 12.5mm GB Plasterboard150mm and skimRockwool + Steel columns 58.622 MJ 13 MJ DuoSlab Insulation 3305

440(2 bricks)

48.844

Fourth Floor 48.694

MJ (1 3.275) 48.722

Fourth Floor 48.694

2955

3230

23293

Detail N - 301

Third Floor 45.590

2655 2945

2945

3019

13275(177 bricks)

2949

3234

MJ (9.750) 45.1 97

3215

Third Floor 45.464

3400

3230

Third Floor 45.464

3234

3230 3230

2945

Fifth Floor 47.1 64

2655 2945

2655

3230

3230 3230

3230

Detail M - 301 T.O.S.

9750(130 bricks)

First Floor 38.930

T.O.S. 38.420

SSL 38.558

cks)

First Floor 38.930

First Floor Confetti

Detail V - 301 MJ (2.997)

(87 bricks)

3111

2945 3215

3015

2945

3300

2890

3300

3019

32303400

First Floor HE 39.060

0 400

Stair 3 Drawing 312

First Floor 38.930

MJ (6.525 41 .972

41 .964

Second Floor CONFETTI 41 .820

3300

3230

Second Floor HE Second Floor 42.320 42.230 42.200

Ground Floor 38.568

SUPERSTRUCTURE:

8.4

C O N C R E T E S T R U C T U R E & S TA I R C A S E S 70 8

70 x 8mm PPC MS Flat Bar neatly welded at joints

General Notes

- All dimensions to be confirmed on site prior to commencing any fabrication. - Top of all handrails to be 1100mm min. above pitch line of stairs and above finished landing level. - All handrails to be nominal 40mm satin stainless steel. - Wall handrails to be supported on stand off wall brackets; continuos around half landings; extend 300mm past top and bottom of flight and be returned to wall. -Exposed fasteners shall be of same materials, color and finish as material to which applied. -Exposed surfaces throughout project shall have same inherent texture and color for similar locations.

40mm diameter satin finish SS circular handrail mechanically fixed from below to PPC MS Angle support

1000

6mm Treads fixed with countersunk fixings to stringer

Vinyl flooring to treads with contrasting nosings as spec L30.250B to treads and risers

70x8mm PPC MS balusters welded to top and bottom rails with 150, 100 or 50mm spacings in random arrangement. Layout shown to provide design intent.

Treads and landings from 6mm folded plate to SE details

250 x 10mm stringer to SE details

Balustrade system fixed through PPC MS flat welded between balusters and fixed with countersunk fixings to stringer and with spacers behind to provide offset gap of 5mm. Spacing to align with handrail fixings above.

Detail Section 01 ( 1.10 )

70 x 8mm PPC MS Flat Bar neatly welded at joints

1000

PROJECT

250 x 10mm stringer to SE details

Confetti CQ Campus Balustrade details (Stair 2 HEC)

Balustrade system fixed through PPC MS flat welded between balusters PROJECT SCALE and fixed NUMBER with countersunk fixings to stringer and with spacers behind to provide offset gap of 5mm. Spacing DRAWING to align withNUMBER handrail REVISION fixings above.

Detail Section 01 ( 1.10 )

01 DATE

1:10@ A2

Jun-17

1.10 ) STATUS Detail Section 02 ( BY

Preliminary

MLD

s) 6 1/2 brick 3712 .5(1 /2 bricks) 1912 (8 1

44092 bricks)

MJ 3D View

Ed (29 1/2 bricks)

X505 FIFTH FLOOR TERRACE

ricks 1575(7 b

7527.5(33 1/2 b

3D View

STAIR 1 bricks) 7415(33

ricks) 1575(7 b

389

s) 3 1/2 brick bricks) 9777.5(4 3590(16 MJ

ricks) 1575(7 b

890

ricks) 1575(7 b

389

70 x 6mm SS Flat Bar notched and welded at join with newels DRAWING

3D View

220 A

s) 6 1/2 brick 3712 .5(1

1575(7 bricks)

pe 1

Generally do not scale drawings. All dimensions to be checked on site.

499

Electrical riser ID 505 1736

www.allanjoycearchitects .co.uk

This drawing is copyright and remains the property of Allan Joyce Architects Ltd

W 20

600

design@allanjoycearchitects .co.uk

Confetti Media Group

319

1247

2812 .5

Treads and landings from 6mm folded plate to SE details

4897

4896

1575(7 bricks)

150

D 05 MJ

0115 841 8418

2588

ED 06

2035

6mm Treads fixed with countersunk fixings to Nottingham NG1 1DF 16-20 Bath Street, stringer

70x8mm PPC MS balusters welded to top and bottom rails with 150, 100 or 50mm spacings in random arrangement. Layout shown to provide design intent.

Detail Section 03 ( 1.20 )

1/2 bricks) 5738(25 ks) 5 1/2 bric 5737.5 (2

Architects, Landscape & Interior Design

Vinyl flooring to treads with F 0115 950 7161as spec contrasting nosings L30.250B to treads and risers CLIENT

3D View

l e c

8 x 8mm PPC MS Angle Support factory welded to vertical balusters minimum one either end and then equally spaced between at max 1.2m centres

1300

40mm diameter satin finish SS circular handrail mechanically fixed from below to PPC MS Angle DESCRIPTION REV. DATE support

Detail Section 02 ( 1.10 )

Detail Section 03 ( 1.20 )

70 x 6mm SS Flat Bar notched and welded at join with newels

1/2 bricks) 6198(27 s) 9 1/2 brick 6637.5(2

X504 FIFTH FLOOR TERRACE

Maintain consistent gap between each section of the balustrade system. 50mm Refer to drawing 314 for location

Both the concrete stair core of Stair 1 & 2 are now fully installed, meaning a completion of 2 more superstructure tasks . The contractors are planning to complete the wall finishes of the stair well and the floor finishes during the Easter and the balustrades will be installed afterward.

1575(7 bricks)

cks) 440(2 bri

The only part that have not fully completed with insitu concrete is the cantilever that goes over the Confetti building on the 5th floor. Ee Although 5th floor has completed its concrete slab, the 2 cornerEof slab,which is about 8675square metre, remain d incomplete as that area allows scaffolding for workers 2951 bricks) 6525(29 to access different levels. They are planning to finish 0 bricks) 3600(16by then, all the superstructure that slab next week and 0 s) MJ 6525 .5 5(13 brick be done. 292will Sanding of all concrete structure isMrequired as they J MJ MJ have sharp edges andrickmight hurt or pierce through s) 1575(7 b MJ s) ck bri 1575(7 if there is no proper treatments. cks) rimaterials 1575(7 b

STAIRCASES

1300

INSITU FRAME CONCRETE STRUCTURE

8 x 8mm PPC MS Angle Support factory welded to vertical balusters minimum one either end and then equally spaced between at max 1.2m centres

STAIR 2

M&E 1st fix

1w 19/02/2018 A 23/02/2018 A 19

Plastering

26/02/2018

02/03/2018

2nd fix M&E

12/03/2018

23/03/2018

20 21

2nd FLOOR

8.5

IFTSHAFT

1st fix M&E

1w 26/02/2018 A

02/03/2018

Plastering

12/03/2018

16/03/2018

Screeding

05/03/2018

09/03/2018

22 23 24

siw week Programme

3RD FLOOR 25

1st fix partitions

1w 05/03/2018 A

09/03/2018

1st fix M&E

08/03/2018

21/03/2018

Plastering

19/03/2018

23/03/2018

1w 12/03/2018 A Duration Start

16/03/2018 Finish

28/02/2018

25 26 27

Stepnell ltd

Glenn Reeves

4TH FLOOR 28 1st fix partitions Line Name

G 223 FCB

364

Type 1

150 160

1800

105

RSA Fixed to rear for forming maintenance deck

1800

105 370

First Floor 39.060

1492

09/03/2018

20/03/2018

810min.

07/03/2018

s) 6 1/2 brick 3712 .5(1 s) 6 1/2 brick 3712 .5(1

1800

1913 .5

Screeding

X410 CORRIDOR 3RD FLOOR

1w Blockwork laid flat. Compressive strength to be 1w determined by SE

1st fix partitions 1st fix M&E Plastering

12/03/2018

1349

16/03/2018

05/03/2018

09/03/2018

Type A

1w 05/03/2018 A 2w

Type 1

09/03/2018

Electrical 08/03/2018 21/03/2018 riser 19/03/2018

23/03/2018

ID 407

16/03/2018

19/03/2018

03/04/2018

SFS

26/02/2018

09/03/2018

X403 COMPUTER SUITE 2 Plant steel 49 mroom

1w 26/02/2018 A 1w

05/03/2018

02/03/2018 Type A

Parapet works

Main coverings / Insulation

12/03/2018

M&E 1st fix

25 26 27

1w 12/03/2018 A

1st fix partitions

271

1736

271

Type 1

IS 402

300

1954

W 18

2065

12/03/2018

300

100

ID 408

IS 403

23/03/2018

1585 1010 1w 26/02/2018 A 02/03/2018 ID 406

100

1st fix M&E

160 150

26/02/2018 Type 1 02/03/2018 Type A

RSA Fixed to rear for ID forming 405 maintenance deck

25 27

SH 0.86 HH 2.03

296

1500

X405 29 COMPUTER SUITE 54 m2

UPPER GROUND AND FIRST FLOOR LEVEL

Lift

1200

495

23/03/2018

Ground

1st

Drawn by: Planner - Chart Properties

2nd

3rd

Dwg No. 00001

3305

Plantroom

Roof

Notes: Comment - Chart Properties

to suit Kone requirements

Planned by Asta Powerproject

1716 W 19

15mm fireline Plasterboard to form protected lift shaft

Vapour Control Layer Infill SFS fixed to the structure

160

6695

12.5mm Thick CP Board: Knauf Windliner with taped joints Breather Membrane (to be confirmed)

160

1248

3047.5

450 MJ

150mm RWA45 Insulation within SFS zone

FCB

4th

2735

Revision No. A

SE to confirm 15mm firecase encasement to achieve 60min rating

MJ 9337.5(41 1/2 bricks)

Lift

5840

4950(22 bricks)

4387(19 1/2 bricks)

105 150mm Rainscreen Duo Slab in cavity

2065

09/03/2018

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp 152 UC

2065

Lift

Brickwork outer leaf as F10.110 RSA Fixed to rear for forming maintenance deck

1in12

105

SECOND FLOOR LEVEL

PROPOSED FOURTH FLOOR GA PLAN -1:50

1w 2 05/03/2018

ID 411

Ancon Masonry support angle spec by SE

G 223 7718

TA 2.27

1646

12/03/2018 16/03/2018 150 160 2w 19/02/2018 A 02/03/2018

Type 1 LOBBY

2nd FLOOR

SP 1.45

3562

2nd fix M&E

130

FFL 39.08

2279

FFL 39.04

C 222

W 17

09/03/2018

1w 19/02/2018 A 23/02/2018 A 19

ID 402 23 Plastering 233 1010

15mm fireline Plasterboard Timber trimmers or steel beam to support cut floor above to SE details

Plastering Type

160 150

1700 clear

521

Wheelchair Refuge

ID 112

ID 111

9216

05/03/2018

Floor Level

15mm fireline Plasterboard to form protected lift shaft

M&E 1st fix

160

1555 92

X413 STAIR 2 LOBBY

Type 2

364

221

X112 Refuge clnrs cpbd 1560

2388

2950

Type 1 152 UC SE to confirm 15mm firecase encasement to achieveWheelchair 60min rating

Type 2 Eb

Fourth Floor 48.694

to suit Kone requirements

X412 STAIR 2

M&E 1st10 fix 10 15 416 15mm fireline Plasterboard Plastering to form protected lift shaft ID 404 2nd fix M&E

LIFT SHAFT

1736

660

W 01

1800

Ground Floor Internal Finishes 152 UC SE to confirm X407 Under floor heating 15mm firecase encasement ACCESSIBLE Screeding to achieve 60min rating

1700 clear

160 92

23/03/2018

SH 0.95 HH 2.17

12/03/2018

1736

4TH FLOOR

ID 410 Mechanical riser

261

100 12

1868

1010

ID 413 11

Corten 2nd - 3rd

ROOF WORKS

1010

1500 1200

2105

251

TA 2.37

3000 2100

2000

4642

1800

1700 clear

2470 215

9900 220

3650 3554

300

2735

Roof

2885

16/03/2018

allery H002 G CH 2.99

ID 414

2455

W 12

X411 CORRIDOR

Type 1

09/03/2018

05/03/2018

3364 760

BASEMENT / LOWER GROUND FLOOR LEVEL

IS 404

26/02/2018

Plantroom

Notes: Comment - Chart Properties

1576

4th

Revision No. A

1500

Type 1

W 14

1500min.

X409 STAIR 1 LOBBY

1353

269

14/03/2018

Corten 1st - 2nd

ID 409

Type 1*

08/03/2018

499

ID 415

1500

1361

CH 2.53

1930

+0.05 IS 405A

311

ID 401

1w Dwg No. 00001

5 66 6

2935

150

IS 401

31 5

6128

1627

Type 3

23/03/2018 10/04/2018

12/03/2018 26/03/2018

Fourth Floor 48.694

ID 4031ST FLOOR

2065

09/03/2018 09/03/2018 23/03/2018

1w 20/02/2018 A 26/02/2018 A 2nd 3rd 1w 28/02/2018 A 06/03/2018

Corten grnd - 1st Project11 Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

1912 .5

4742

Lift

5600

Main coverings BWK 3rd - 4th / Insulation

2w 26/02/2018 A 1w 05/03/2018 2w 12/03/2018

1900 clear

150 160

X402 COMPUTER SUITE RSA Fixed to rear for forming 49 m2 maintenance deck

Type A

33 7

X408 STAIR 1

4897

EeApril

2485

310

W 15

1696

6752

4896

Blockwork laid flat. Compressive strength to be determined by SE

BWK grnd - 1st Plant room steel BWK 1st - 2nd Parapet works BWK 2nd -3rd

160 150 16

X401 COMPUTER SUITE 51 m2

4 31 5 32 6

150 160

It is layered with 2 layer of insulations, same as the Type 2 WC Type 3 normal externalX404 envelope. The exterior of the lift shaft SEMINAR ROOM Type 3 28 m X406 is brick. This is to match the style and aesthetic of the MALE WC 4 X011 Lift whole East facade, creating unity. STAIR 2

4350

15mm fireline Plasterboard to form protected lift shaft

2951 1w 19/02/2018 A 23/02/2018 bricks) A 6525(29 1w 26/02/2018 A 02/03/2018

2018 March 19 29 3

The structure of the lift shaft has completed, mainly F E 0 30 focusing on the fire resistance materials applying 300 on it, such as fire resistance plasterboard and fire encasement. Planned by Asta Powerproject

2502

W 02

02/03/2018

160

3160

W 16

1w 26/02/2018 A

421

10by: Planner Curtain walling 5th - 6th Drawn - Chart Properties

2735 890

152 UC SE to confirm 15mm firecase encasement to achieve 60min rating

SFS 5th - 6th ROOF WORKS

ibks) Floor Level 0(70 brwalling 8 15Curtain 3rd -4th 74 MJ Ground 1st 9 Curtain 4th - 5th 90 80walling

1768

4200

301

6900

03/04/2018 09/03/2018 23/02/2018

150

222

6w 19/02/2018 2w 26/02/2018 1w 19/02/2018 A

2200min.

LIFT SHAFT External Envelope SFS 4th - 5th SFS

February 19 26 -2 -1

1565

12868

bricks) 9215(41

4550

1 30 2

U/S 2.27

03/04/2018

DH 2.05

19/03/2018

1710

1492

1457

1646

4452

910

3562

3109

2279

330

M&E 1st fix

420

ing out Line Bricks Sett

4959

TYPICAL LAYOUT ABOVE HEC

28/02/2018

8.6 1

SFS SYSTEM

CURTAIN WALLING

Stepnell ltd

Line

X T E R N A L E N V E LO P E

Name

CONCRETE

BRICKWORKS

February 19 26 -2 -1

Finish

External Envelope

SFS 4th - 5th

SFS 5th - 6th

BWK grnd - 1st

1w 19/02/2018 A 23/02/2018 A

BWK 1st - 2nd

2w 26/02/2018 A

09/03/2018

BWK 2nd -3rd

12/03/2018

23/03/2018

BWK

26/03/2018

10/04/2018

Curtain walling 3rd -4th

1w 20/02/2018 A 26/02/2018 A

Curtain walling 4th - 5th

1w 28/02/2018 A

11 1 12 2 13 3 4 5

19/02/2018

03/04/2018

1w 19/02/2018 A

23/02/2018

1w 26/02/2018 A

02/03/2018

2018 March 19 3

April 9

3rd - 4th

1w Duration

6 7

Stepnell ltd

06/03/2018

08/03/2018 Start

14/03/2018 Finish

-2

Corten grnd - 1st External Envelope Corten 1st - 2nd SFS 4th - 5th Corten 2nd - 3rd SFS 5th - 6th

2w 19/02/2018 26/02/2018 6w 2w 05/03/2018 1w 19/02/2018 A 2w 12/03/2018 1w 26/02/2018 A

Ground Floor Internal BWK grnd - 1st Finishes

09/03/2018 03/04/2018 16/03/2018 23/02/2018 23/03/2018 02/03/2018

1w 19/02/2018 A 23/02/2018 A

February 19 26 -1

2w 26/02/2018 A

09/03/2018

2w 1w

12/03/2018 05/03/2018

23/03/2018 09/03/2018

7 15

BWK 3rd - 4th Screeding

2w 1w

26/03/2018 12/03/2018

10/04/2018 16/03/2018

M&E 1st fix

2w 19/02/2018 A

02/03/2018

8 17

Curtain walling 3rd -4th Plastering

1w 20/02/2018 A 26/02/2018 05/03/2018 09/03/2018A

9 18

Curtain walling 4th - 5th 2nd fix M&E

1w A 2w 28/02/2018 07/03/2018

06/03/2018 20/03/2018

Curtain walling 5th - 6th

08/03/2018

14/03/2018

26/02/2018

09/03/2018

April 9

BWK -3rd Under2nd floor heating

BWK 1st - 2nd

2018 March 12 19 3

6 14

Glenn Reeves

4 5

CORTEN STEEL ON CONCRETE 6

17 9

18 10

A sample of the conten steel cladding is located in the site to allow the contractor and the project team to know how the final look of the building is going to be. 1ST FLOOR

Corten grnd - 1st

12 19

Corten 1st M&E 1st fix- 2nd

2w 05/03/2018 16/03/2018A 19 1w 19/02/2018 A 23/02/2018

13 20

Corten 2nd - 3rd Plastering

2w 1w

12/03/2018 26/02/2018

23/03/2018 02/03/2018

2nd fix M&E Ground Floor Internal Finishes 2nd FLOOR

12/03/2018

23/03/2018

14 22 15 23 16 24 17

Under floor heating 1st fix M&E Screeding Plastering M&E 1st fix Screeding Plastering

1w 05/03/2018 1w 26/02/2018 A 1w 12/03/2018 1w 12/03/2018 2w 19/02/2018 A 1w 05/03/2018 1w 05/03/2018

09/03/2018 02/03/2018 16/03/2018 16/03/2018 02/03/2018 09/03/2018 09/03/2018

2nd fix M&E 3RD FLOOR

07/03/2018

20/03/2018

09/03/2018

15 23

16 24 17

1ST FLOOR 1st fix partitions

1w 05/03/2018 A

26 19 27 20

1st fix M&E M&E 1st fix Plastering Plastering

2w 08/03/2018 21/03/2018 1w 19/02/2018 A 23/02/2018 A 19 1w 19/03/2018 23/03/2018 1w 26/02/2018 02/03/2018

2nd fix M&E 4TH FLOOR

29 22 23 30 24

2nd FLOOR 1st fix partitions M&E 1st fix 1st fix M&E LIFT SHAFT Plastering SFS Screeding

12/03/2018

23/03/2018

1w 12/03/2018 A

16/03/2018

2w 19/03/2018 1w 26/02/2018 A

03/04/2018 02/03/2018

1w 2w 1w

12/03/2018 26/02/2018 05/03/2018

16/03/2018 09/03/2018 09/03/2018

1w 26/02/2018 A 1w 05/03/2018 A 1w 05/03/2018 2w 08/03/2018 2w 12/03/2018 1w 19/03/2018

02/03/2018 09/03/2018 09/03/2018 21/03/2018 23/03/2018 23/03/2018

ROOF WORKS 3RD FLOOR

Drawing Numb

1428-4006

31 25 32 26 33 27

Plant room steel 1st fix partitions Parapet works 1st fix M&E Main coverings / Insulation Plastering

MasonGround ry 5mm raked join ts

1st

28by: Planner 1st -fix Drawn Chartpartitions Properties 29

M&E 1st fix

LIFT SHAFT Project week Programme.pp DoRef. wnC:\Users\glenn.reeves\Desktop\Six pip

Nominal 5mm join t foam tape Compriband-N Black or similar approved

26 33

e position to be

SFS

confirmed

2nd

3rd

1w Dwg No. 00001

12/03/2018 A

16/03/2018

19/03/2018

03/04/2018

26/02/2018

09/03/2018

Plant room steel

1w 26/02/2018 A

02/03/2018

Parapet works

05/03/2018

09/03/2018

Main coverings / Insulation

12/03/2018

23/03/2018

IF4th IN DOUBT ASK

28 Revision No. A DO NOT SCALE THI S

DRAWING

A01

32Denotes fixing reference . Read in conjunct ion with fixing sche

dule

180

300

Notes :

Ground

1st

Drawn by: Planner - Chart Properties

2nd

3rd

Dwg No. 00001

4th

Plantroom

Roof

Notes: Comment - Chart Properties

Revision No. A Associated Dra

wings :

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp Shear wall to lift

Roof

Floor Level

Bracket VB/180 with Adaptor FOR ZONES 200 -235mm

Plantroom

Notes: Comment - Chart Properties

This drawing is the property of Verte 29 ks Associates issued on the cond Ltd and is ition it is not repro disclosed to any unauthorised perso duced, retained or n, either wholly without the writte or in part n consent of Verte ks Associates Ltd . 30 This drawing shoul d be read in conju nction with all relev design drawings, ant calculations and system manufactu instructions. All rers dimensions are to be checked and any errors by the contractor or omissions repor ted prior to comm any fabrication encement of and/or installation .Â Any discrepanc ies are to be notified immediate ly.

ROOF WORKS

1.5mm Corten Trim Installation to clo se Corten to Masonry.

Corten Cladding

25 32

Steel tracks are then fixed to the concrete and the corten steel cladding goes on top of the tracks and Planned by Asta Powerproject complete a consistence facade externally. Floor4TH Level FLOOR

Planned by Asta Powerproject

core

Panel

150mm Rainscree

n Duo Slab

Horizontal Rail 60x

40x2mm TBC

Internal Finishes:25 mm Timber baton, 12.5mm Plywood,12.5m m BG Plasterboard with skim finish

Vapour Contro

l Layer

600

150mm SFS with 150mm RWA45 Insulation in cavity

180

There are 4 different types of external envelop in the design. As shown in the photos above, there are curtain walling, corten claddings on concrete and the SFS system. The remaining type of external envelope is brickworks, which mainly locates on the West facade that joins the existing Confetti ICT building. It will be demonstrated later in this section.

Although the concrete is able to store heat, an insulation layer is still applying on the external side of the concrete wall, which further assists the thermal resistance of concrete wall and helps storing more heat to the internal space, providing sufficient thermal comfort.

INTERNAL

siw week Programme

10 Curtain walling 5th - 6th Line Name

EXTERNAL

Start

28/02/2018

Duration

Glenn Reeves

12.5mm Thick CP Board: Knauf Win dliner with taped join ts 180

Â° 95

Breather Memb rane (to be confirmed) 150mm Rainscree n Duo Slab

P1 Revision

Issued for Approva comments inc l ISSUED FOR APP ROVAL First Issue Description

pw 05.10.17 pw 28.09.17 Date

Revised By

Module

instructions. All dimensions are to be checked by the contractor and any errors or omissions reported prior to commencement of any fabrication and/or installation. Any discrepancies are to be notified immediately.

Notes : Module

28/02/2018 28/02/2018

Horizontal Rail 60x40x2mm TBC

180

Bracket VB/180 with Adaptor FOR ZONES 200-235mm Breather Membrane (to be confirmed) 12.5mm Thick CP Board: Knauf Windliner with taped joints Corten Cladding Panel Vapour Control Layer

12.5

Internal Finishes:25mm Timber baton, 12.5mm Plywood,12.5mm BG Plasterboard with skim finish

220

218.5

1 150

Vertical Section

Construction issue no comments

pw 05.10.17

ISSUED FOR APPROVAL Horizontal Rail

pw 28.09.17

ISSUED FOR APPROVAL insulation note corrected

pw 20.09.17

ISSUED FOR APPROVAL First Issue

pw 29.08.17

1:5

Description

12.5

Revision

600

300

1200

900

300

600

900

300

G.1075

A.1075

C.1075

K3.1075

D.1075

A.1075

B.1075

A.1075

B.1075

C.1075

D.1075

A.1075

B.1075

A.1075

K2.1075

300 300

600

300

600

620

305

300

600

300

1200

900

600

300

600

300

1200

300

905

600

900

300

300 300

600

300

600

305

530

600

900

300

500

600

300

2750

A.2730 300

Confetti Campus Nottingham 500

10 11

Curtain walling 5th - 6th Corten grnd - 1st

1w 2w

08/03/2018 26/02/2018

14/03/2018 09/03/2018

12 11 13 12

Corten Corten Corten Corten

1st - 2nd grnd - 1st 2nd 3rd 1st --2nd

2w 2w 2w 2w

05/03/2018 26/02/2018 12/03/2018 05/03/2018

16/03/2018 09/03/2018 23/03/2018 16/03/2018

12/03/2018

23/03/2018

Corten 2nd - 3rd Ground Floor Internal Finishes Ground Floor Internal Finishes Under floor heating

05/03/2018

09/03/2018

15 14 16 15

Screeding Under floor heating M&E 1st fix Screeding

1w 12/03/2018 1w 05/03/2018 2w A 1w 19/02/2018 12/03/2018 1w 19/02/2018 05/03/2018 2w A

16/03/2018 09/03/2018 02/03/2018 16/03/2018

2nd fix M&E 1ST FLOOR

3230

180

B.3210

A.3210

300 300

500

600

300

Drawn By

1428

07/03/2018

20/03/2018

12 13

14 15

14 16

15 17

18 18

20 21

23/03/2018

02/03/2018

1w 12/03/2018 1w 26/02/2018 A 1w 05/03/2018 1w 12/03/2018

16/03/2018 02/03/2018 09/03/2018 16/03/2018

09/03/2018

05/03/2018

Plastering

2nd fix M&E 2nd FLOOR

1w 26/02/2018 A

2nd FLOOR 1st fix M&E

1w 19/02/2018 26/02/2018 02/03/2018A 19 1w A 23/02/2018 2w 12/03/2018 23/03/2018 1w 26/02/2018 02/03/2018 12/03/2018

April 9 6April 9 6

1w 19/02/2018 A 23/02/2018 A 19

1w 05/03/2018 A

09/03/2018

2w 08/03/2018 1w 05/03/2018 A 1w 19/03/2018 2w 08/03/2018

21/03/2018 09/03/2018 23/03/2018 21/03/2018

Plastering 4TH FLOOR

23/03/2018

Denotes fixing reference. Read conjunction with fixing schedule 4THinFLOOR

22 23

22 24

19/03/2018

25 25

1st fix partitions

1w 12/03/2018 A

16/03/2018

M&E 1st fix

03/04/2018 16/03/2018

29 30

LIFT M&E SHAFT 1st fix SFS SHAFT onLIFT panels are

2w 19/03/2018 1w 12/03/2018 A 2w 2w

19/03/2018 26/02/2018

03/04/2018 09/03/2018

26/02/2018

09/03/2018

29 29

3520

Paper Size

A3 C1

180

1w 26/02/2018 A

02/03/2018

Parapet works Plant room steel

1w 26/02/2018 05/03/2018 1w A

09/03/2018 02/03/2018

33 32

Main coverings Parapet works / Insulation

2w 1w

12/03/2018 05/03/2018

23/03/2018 09/03/2018

Main coverings / Insulation

12/03/2018

23/03/2018

1st 1st

Associated Drawings : Drawn by:- Planner - Chart Properties 4000 system detail

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

Dwg No. 00001 Dwg No. 00001

32 32

33 33

2nd

3rd

4th

2nd

3rdRevision No. A

4th

Revision No. A

Plantroom

Plantroom Notes: Comment - Chart Properties

Roof Roof

Notes: Comment - Chart Properties

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

Revision

1428-4000

ROOF WORKS Plant room steel

32 31

Floor Level

SR 1:5

Workers are working on installing insulations on the levels that has already installed its SFS system. There are 2 insulation layers in total, with 150mm each. They Planned by Asta Powerproject promised thermal comfort of 0.18W/m2K, which meet Planned by Asta Powerproject the 0.22W/m2K, u-value of a wall required. Ground Drawn by: Planner - Chart Properties

Checked

Scale

Drawing Number

3520

Approved

29.08.17

3520

Plastering M&E 1st fix 2nd fix M&E Plastering

Ground

4th SSL 48 684

180

Date

3520

09/03/2018 02/03/2018 20/03/2018 09/03/2018

20 19 21 20

Floor Level

180

3520

07/03/2018 05/03/2018

ROOF WORKS

System Details Corten Cladding Typical Detail

G.3210

900

2w 1w

2 1

1ST FLOOR M&E 1st fix

28 1st fix partitions Notes :

44mm MAX

3520

1w 06/03/2018A 1w 28/02/2018 20/02/2018 A A 26/02/2018 1w 08/03/2018 14/03/2018 1w 28/02/2018 A 06/03/2018

180

Cad File Name

3520

Curtain 5th Curtain walling walling 4th 3rd --4th Curtain walling 4th 5th -- 5th 6th Curtain walling

2018 March 12 201819 March 3 12 19 3

44mm MAX

3230

600

A.3210

530

650 A.630

3520

W13

3520

300 305

C.3210

600

B.3210

600

A.3210

B.3210

300

K2.3210

A.3210

600

K2.3210

B.3210

300

A.3210

900

650 C.630

300

C.3210

600

650 B.630

B.3210

300

A.3210

600

Angle Adaptor in Fixed point 600 900 300 configuration ( 1No this type per horizontal rail) 3520

3520

B.3210

600

3520

600

650 A.630

650 A.630 650 C.630

650 A.630 650 B.630

W09

3520

1:5

B.3210

600

B.3210

600

Angle Adaptor in Sliding point configuration 300 600 300 900 300

3520

590

300

B.3210

600

Module

B.3210

K1.3210

4th SSL 48 684

B.3210

FFL Fourth 48 694

9 8 10 9

Dims 30 SFS modules.

5th SSL 51 914

180

Title

Module

2w 26/03/2018 10/04/2018 1w 20/02/2018 A 26/02/2018 A

180

Tel: 01709 515 044 ● Fax: 01709 515 066 G.2730

2750

600

3230

Horizontal Rail 60x40x2mm TBC

BWK 3rd - 4th Curtain walling 3rd -4th

A01

Rainscreen Cladding

PVC Isolation tape between dissimilar metals

7 8

SOUTH GROVE HOUSE ● SOUTH GROVE ● ROTHERHAM ● S60 2AF

Package

2w 26/02/2018 A 23/02/2018 09/03/2018A 1w 19/02/2018 A 2w 12/03/2018 23/03/2018 2w 26/02/2018 A 09/03/2018 2w 26/03/2018 23/03/2018 10/04/2018 2w 12/03/2018

Plastering M&E 1st fix 2nd fix M&E Plastering

23/02/2018 03/04/2018 02/03/2018 23/02/2018

Glenn Reeves Glenn Reeves

The workers has almost finished installing the SFS system, only the 6th floor remain incomplete as the construction of the roof level has just started due to a delay of the completion of the superstructure.

HORBURY BUILDING SYSTEMS LTD W12

W12

Note : Frame width of corner glazing is subject to reveal Project depth tbc by glazing contractor

A.2730

2750 B.2730

300

B.2730

2750

2750 B.2730

A.2730

W15

Bracket Adaptors do not generally penetrate insulation zone K2.2730

2750 B.2730

K2.2730

2750

600

A.2730

2750 B.2730

B.2730

2750

2750 A.2730

2750

600

A.2730

B.2730

A.2730

2750

69 B.2730

B.2730

300

C.2730

2750

300

7 6

BWK 1st - 2nd BWK grnd - 1st BWK 2nd--3rd BWK 1st 2nd BWK 2nd 3rd-3rd - 4th BWK

3RD FLOOR

3520

600

2750

250 600

A.2730

2750 B.2730

A.2730

2750

2750 290

600

300

B.2730

K1.2730

2750

2750 K1.2730

5th SSL 51 914

A.2730

FFL Fifth 51 924

5 4 6 5

180

W16

1w 26/02/2018 A 02/03/2018 1w 19/02/2018 A 23/02/2018 A

This drawing should be read in conjunction with all relevant 1stcalculations fix partitions design25 drawings, and system manufacturers instructions. All dimensions are to be checked by the contractor 26 25 1st 1st fix fix M&E partitions and any errors or omissions reported prior to commencement of 27 Plastering 26 and/or 1st fix M&E any fabrication installation. Any discrepancies are to be notified immediately.

1095

600

SFS 5th - 6th BWK grnd - 1st

SFS SYSTEM

44mm MAX

1200

Finish 03/04/2018

3 4

K2.1075

B.1075

A.1075

B.1075

468.5

B.1075

A.1075

B.1075

A.1075

1095

150

1095

1095 600

180

290

Start 19/02/2018

This drawing is the property of Verteks Associates Ltd and is issued 24 on theScreeding condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part 3RD FLOOR without the written consent of Verteks Associates Ltd .

180

300

Duration 6w

February 19 26 -2 February -1 19 26 1 -2 -1

1w 19/02/2018 6w 19/02/2018A 1w 26/02/2018 A 1w 19/02/2018 A

180

600

Finish

IF IN DOUBT ASK 23 22 Plastering 1st fix M&E DO 24 NOTScreeding SCALE THIS DRAWING

Note : Top of parapet to be advised when roof build up has been determined

1 C.1075

B.1075

A.1075

C.1075

D.1075

A.1075

B.1075

K1.1075

B.1075

FFL Roof 55 390

Start

SFS 4th - Envelope 5th External SFS 4th 5th -- 5th 6th SFS

Revised By

Date

Duration

2 1 3 2

17 16 18 17

468.5

01 4000

Name

Line Name 1 External Envelope

180

01 4005

Stepnell ltd Stepnell ltd

Line

Associated Drawings :

Drawing Number top of windpost 57 190

siw week Programme siw week Programme

Denotes fixing reference. Read in conjunction with fixing schedule

A01

180

1200

600

905

600

G.3500

A.3500

290

B.270

300

K3.270

600

290

600

K3.270

600

290

300

D.270

A.3500

600

290

B.3500

900

B.3500

600

B.3500

390

300

3rd SSL 45 454

500

180

44mm MAX

Note : Frame width of corner glazing is subject to reveal depth tbc by glazing contractor

900

600

305

3110

600

800

J.3090

3110

B.3090

600

3110

600

K3.3090

300

K3.3090

900

B.3090

3110

300

B.3090

600

A.3090

900

C.3090

3110 A.3090

3110 B.3090

600

2nd SSL 42 065

180

pw 28.09.17

ISSUED FOR APPROVAL new modules 300 600 900

pw 14.09.17

ISSUED FOR APPROVAL First Issue

pw 07.09.17

180

3135

W04

3135

W05

180

4002

600

900

600

300

900

390

900

525

375 300

600

300

C.3115

A.3115

B.3115

A.3115

H.745

765

765 F.745 765 C.745

C.3115

A.3115

B.3115

C.3115

B.3115

A.3115 300

900

G.3115

600

B.3115

600

B.3115

A.3115 300

B.3115

600

K3.3115

300

K3.3115

600

B.3115

A.3115

900

B.3115

290

B.3115

600

C.3115

300

K1.3115

A.3115

1st SSL 38 920

K1.3115

Module

FFL First 38 930

600

305

300

600

500

1st SSL 38 920

180

900

600

300

305

600

Date

Revised By

180

500

180

114°

300

Description

FFL First 38 930

540 G.520

600

540 B.520

900

540 B.520

375

K3.520 540

525

K3.520

900

540

390

540 B.520

900

540 A.520 540 C.520

300 300

540 B.520

1200

540 E.520 540 C.520

600

H.520

300

540

530

540 F.520 540 C.520

605

540 A.520 540 A.520 540 C.520

600

540 D.520

600

540 A.520 540 B.520

600

540 K2.520

300

540

900

K2.520

600

540 B.520

600

540 B.520

300

540 A.520 540 B.520

900

540 C.520

300

B.520

600

540

900

B.520

600

540 A.520 540

300

540 A.520 540 C.520

600

540 B.520

600

540 C.520

300

B.520

600

540 A.520 540

300

540 B.520

600

540 A.520 540 B.520

900

540

290

B.520 540 A.520 540 B.520

600

540 K1.520 540 C.520

300

K1.520

540 A.520 540

Module 38 930

Module 38 390

pw 03.10.17

44mm MAX

525

ISSUED FOR APPROVAL Comments incorporated

ISSUED FOR APPROVAL Hidden Elevations added

Revision

02 W05

Corten steel claddings have not applied on the facade at this stage as the layers of the SFS system has not completed and the delivery of corten steel still has not arrive due to the rearrangement after the delayed programme and the snow. It is expected to arrive the site in the afternoon of the site visit day, 20 March. Installation can start after the cladding material arrive.

Issued for approval P5 further omments incorporated pw 05.10.17 180

H.535

390

C.3090

3110

3110 B.3090

300

555

3110

3110 600

A.3090

390

555 F.535 555 C.535

600

B.3090

03 4002

3110

180

F.3090

01 4002

300

C.3500

600

B.3500

600

A.3500

900

B.3500

300

B.3500

530

B.3500

305

C.3500

600

A.3500

300

K2.3500

600

K2.3500

B.3500

300

B.3090

600

900

A.3500

1065 B.1045 600

B.3500

B.3500 600

1065 A.1045

A.3500 300

1065

B.3500 600

C.1045

A.3500

C.3500

300

3110

B.3500

600

900

A.3090

300 300

B.3090

3110

B.3500 B.3090

900

A.3090

600

3110

600

3110

B.3500

600

3110

B.3500

600

3110

600

B.3090

300 300

300

C.3090

3110

3110 900

A.3090

1065

600

1065 A.1045

600

A.3500

C.3500

K1.3500 3110 590

C.1045

300

900

1065 B.1045

600

590

1065 B.1045

K1.3090

2nd SSL 42 065

B.3090

FFL Second 42 230

3110

300

3110

600

K1.3090

3rd SSL 45 454

B.3500

FFL Third 45 464

K1.3500

Module

114°

315

Module 38 390

320

Underside Soffit and Gutter 38 234

Return elevation to masonry

01 1000

Convent St Elevation - West

01 4004

1:100 01

4006

4007

Lower Parlament St Elevation - South

03 1000

1:100

02 1000

500

1650

180

HORBURY BUILDING SYSTEMS LTD SOUTH GROVE HOUSE ● SOUTH GROVE ● ROTHERHAM ● S60 2AF

typ 1:100 section

Return elevation to glazing

Project

Package

Tel: 01709 515 044 ● Fax: 01709 515 066

Confetti Campus Nottingham Rainscreen Cladding

7 7

siw week Programme

Name

Start

Finish

19/02/2018

February 19 26 -2 -1

Stepnell ltd

External Envelope

03/04/2018

SFS 4th - 5th

1w 19/02/2018 A

23/02/2018

1w 26/02/2018 A Duration Start

02/03/2018 Finish

3 SFS 5th - 6th Line Name 4 1 5 2

BWK grndEnvelope - 1st External BWK4th 1st--5th 2nd SFS

4 8 5

BWK grnd - 1st Curtain walling BWK 1st - 2nd 3rd -4th

6 3 7

2018 March 19 3

2018 Breather Membrane (to be confirmed) February March 3 12.5mm Thick 19 26 5 CP Board: 12Knauf 19 Windliner with -2 -1 1 2 taped joints 3

1w 19/02/2018 A 23/02/2018 A 150mm Rockwool 1w 20/02/2018 A 2w 26/02/2018 A 26/02/2018 09/03/2018A Duoslab Insulation 1w 28/02/2018 A 23/03/2018 06/03/2018 2w 12/03/2018

Curtain walling BWK 2nd -3rd 4th - 5th Curtain3rd walling BWK - 4th5th - 6th

08/03/2018 26/03/2018

April 9 6

260

Glenn Reeves 7

April 9

4 8

5 9

14/03/2018 10/04/2018

102.5

201 522

1w 2w

High performance partial fill Insulation

4 1w 19/02/2018 150mm SFS with 150mm Rainscreen 6w 19/02/2018A 23/02/2018 03/04/2018A 1 RW A45 Insulation in cavity 5 2w 26/02/2018 A 09/03/2018 2 1w 19/02/2018 A 23/02/2018 Vapour Control Layer 6 2w 12/03/2018 23/03/2018 3 1w 26/02/2018 A 02/03/2018 Internal Finishes:25mm Timber baton, 12.5mm Plywood,12.5mm BG Plasterboard with skim finish 2w 26/03/2018 10/04/2018

BWK 2nd- -3rd SFS 5th 6th BWK 3rd - 4th

9 6 10 7

28/02/2018

Duration

Glenn Reeves

Brick Tie

12.5

Line

Brick Channel

Movement Joint

ltd siw weekStepnell Programme

28/02/2018

12.5

SECTION OF BRICK WALL

Movement Joint

Corten - 1st Curtain grnd walling 3rd -4th Corten 1st - 2nd4th - 5th Curtain walling Corten 2nd - 3rd Curtain walling 5th - 6th

2w 26/02/2018 09/03/2018A 1w 20/02/2018 A 26/02/2018 2w 05/03/2018 16/03/2018 1w 28/02/2018 A 06/03/2018 2w 12/03/2018 14/03/2018 23/03/2018 1w 08/03/2018

Ground Floor Internal Corten grnd - 1st Finishes

26/02/2018

09/03/2018

Corten 1st - 2nd

05/03/2018

16/03/2018

13 14

Corten 2nd heating - 3rd Under floor

2w 1w

12/03/2018 05/03/2018

23/03/2018 09/03/2018

12/03/2018

16/03/2018

2w 19/02/2018 A

02/03/2018

Screeding Ground Floor Internal M&E 1st fix Finishes Plastering

05/03/2018

09/03/2018

18 14

2nd fix floor M&Eheating Under

2w 1w

07/03/2018 05/03/2018

20/03/2018 09/03/2018

14 18

12/03/2018

16/03/2018

Screeding 1ST FLOOR M&E 1st fix

2w 19/02/2018 A

02/03/2018

17 19 18

Plastering M&E 1st fix 2nd fix M&E Plastering

1w 05/03/2018 09/03/2018 1w A 23/02/2018 2w 19/02/2018 07/03/2018 20/03/2018A 19 1w 26/02/2018 02/03/2018

2nd fix M&E 1ST FLOOR

2nd FLOOR M&E 1st fix

1w 19/02/2018 A 23/02/2018 A 19

20 22 21

Plastering 1st 2ndfix fixM&E M&E Plastering

1w 26/02/2018 02/03/2018 1w A 23/03/2018 02/03/2018 2w 26/02/2018 12/03/2018 Brick Tie, align with SFS 1w 12/03/2018 16/03/2018

Screeding 2nd FLOOR

FFL = 45.464

Concrete deck to Structural Engineer's details

Proprietary clear perpend weepholes to be spaced evenly at 665mm centres Continuous Cavity Fire Barrier on each floor

Proprietary clear perpend weepholes to be spaced evenly at 665mm centres Continuous Cavity Fire Barrier on each floor Full brick 102.5mm deep stretcher bond,10mm joints

FFL = 45.464

Brickwork support brackets to Structural Engineer's details

PPC Aluminium window reveals to form 'pod' as H11;

Mortar PPC Aluminium window reveals to form 'pod' as H11;

FFL = 45.464

Mortar

NB: Projecting Brickwork must follow exact pattern shown on elevations

421

223 FCB

1768

W 16

3000

251 3

1560

364

Movement Joint

9216

105 370

1200

495

3305

09/03/2018

1st fix M&E 1st fix partitions Plastering

21/03/2018 16/03/2018 23/03/2018

M&E 1st fix

2w 08/03/2018 1w A 1w 12/03/2018 19/03/2018 2w 19/03/2018

LIFT FLOOR SHAFT 4TH SFS

1st fix partitions ROOF WORKS M&E 1st fix

26/02/2018

09/03/2018 16/03/2018

19/03/2018

03/04/2018

Parapet works

1w 26/02/2018 A 2w 26/02/2018 1w 05/03/2018

02/03/2018 09/03/2018 09/03/2018

Main coverings ROOF WORKS/ Insulation

23/03/2018

28 29

31 30 32 33

4th 32

3047.5

450 MJ

3rd

4th

Dwg No. 00001

Revision No. A

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

300

Roof

Notes: Comment - Chart Properties

Planned by Asta Powerproject

Plantroom

Roof

Notes: Comment - Chart Properties

CLIENT

Confetti Media Group

It was said that the current stage of the brickwork is on Confetti CQ Campus 2nd floor, however, it is not visible due to the blocking ofFFL the scaffolding situated Facade Section Brick Detail in front of some of the walls. 38.764 PROJECT

5840

R Q P O N

14/02/18 07/02/18 12/01/18 04/01/18 25/10/17

Amendments to internal partitions Amendments to Internal Partitions & Ext.walls build up MJ, CFB, Bricks setting out and downpipe position added Amendments to drawings following FFE drawings Amendments to drawings following Cladding and SE info

M L

10/10/17 Slab set-out dims added for clarity 18/09/17 Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1

K J II H G

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

Change to the slab edge following the SE info DATE Amendments to drawings following the Cladding info Change to the 1st floor cafÃ©/kitchen area Amendments to HEC stair 2 following the SE info Amendments to drawings following the Topo Survey and SE info

MLD MLD MLD MLD MLD TE MLD

MLD MLD MLD MLD MLD MLD

DRAWING

PROJECT NUMBER

SCALE

DATE

2588

1:20 @ A1

Jul-16

DRAWING NUMBER

REVISION

The brickwork is applied on the external side of the SFS 300 A Construction MLD system and giving a u-value of 0.18W/m2K that meet Facade Section Detail EE the 0.22W/m2K maximum u-value of walls.

1:20 @ A1

MJ 1/2 bricks) NUMBER DRAWING 9337.5(41

Jul-16

REVISION

STATUS

Construction MLD

4950(22 bricks)

This drawing is copyright and remains the property

Facade Section Detail FF Section Detail EE Facade

2nd

MJ (2.997) SCALE

4387(19 1/2 bricks)

1st

Plantroom 33

2588 38.297

6695

DESCRIPTION

www.allanjoycearchitects .co.uk

PROJECT NUMBER

1248

REV. DATE

design@allanjoycearchitects .co.uk

1716

W 19

522

Facade Section Brick Detail 3

FFL = 38.568

27 29

DRAWING

12.5 26

01 1 5 950 71 61

Confetti CQ Campus

FFL 38.764

218.5

152

03/04/2018

1w 12/03/2018 A

12/03/2018

Architects, Landscape & Interior Design

PROJECT

105

Lift

1w 05/03/2018 A

26 28 27

01 1 5 841 841 8

Confetti Media Group

Type A

FCB

2065

23 25 24

21/03/2018

F 19/01/17 Change to doors and Stair 1 Lobby E 10/01/17 Spec Refs added D 23/12/16 Amendments to drawings C 09/12/16 Amendments to drawings Ee Amendments to drawings ofAllanB Joyce30/11/16 Architects Ltd A 25/11/16 Amendments to drawings

Generally do not scale drawings . All dimensions to be checked on site. REV. DATE

DESCRIPTION

MLD MLD MLD MLD MLD MLD

STATUS

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd Generally do not scale drawings . All dimensions to be checked on site.

105

BRICK WALL ON THE WEST

1800

E Facade Section Detail FF

105

23/03/2018

X405 COMPUTER SUITE 54 m2

MJ (2.997) 38.297

21 23 24

CLIENT

FFL 38.568

FFL = 38.568 364

FFL Type 1 38.568 FFL = 38.568

521

1736

261 1010

1010

100

221

X413 STAIR 2 LOBBY

20 22

1 6-20 Bath Street, Nottingham NG1 1 DF

Wheelchair Refuge

19/03/2018

Drawn by: Planner - Chart Properties

1 6-20 Bath Street, Nottingham NG1 1 DF

271

1736

X403 COMPUTER SUITE 49 m2

ID 411

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

ID 407

External Aluminium window reveal Framing to form cill Type 1

X412 STAIR 2

W 01

Type 1

BRICKWORKS

The brick work mainly located on the East and North Planned by Asta Powerproject facade, and part of the West that near and connected to the existing Confetti ICT building.

IS 402

Brick pattern laid in stretcher bond 15mm deep, 10mm joints

Electrical riser

Fourth Floor 48.694

FFL = 38.568 B

660

1555

2100

1500 18

300

1868

4TH FLOOR 1st fix partitions

Ground

ks) 450(2 bric

2388

1954

271

1736

9900 220

3650

A 3554

ID 408

Type 2 Eb

Plastering 3RD FLOOR

221 B

2950

300

100

1500

IS 403

Floor Level Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

bricks) 7415(33

X410 CORRIDOR

BRICKWORK

Architects, Landscape & Interior Design

7865

ID 413 13

ID 406

Type A

1/2 bricks) 9777.5(43

1585

1010

233

3364

1st fix M&E

1349

MJ303

ID 405

ID 410 Mechanical riser

1800 DESCRIPTION

W 18

Type 1

1913.5

Type A

1500

External Aluminium window reveal Framing to form cill

Type 1

100

ID 402 1010

REV. DATE

150

1200

Type 2

Type 1

499

300

Type 2

X409 STAIR 1 LOBBY

1353

269

X411 CORRIDOR 2885

2105

3712.5(16

Type 1

ID 414

2455

1361

1930

ID 415

IS 404

ID 401

2a ID 409 IS 401 Brick pattern laid in stretcher bond Solid bricks, 215mm x 102.5mm x 65mm, Type 1* deep, 10mmType 15mm joints1 perforate Flemish bond 760 Refer to Structural Engineer's drawing for fixing details of PCC MSISpost, flat and rods stainless steel 405A 1500

W 12

ID 403

15 16

31 1w 26/02/2018 A 02/03/2018 Ground 1st 2nd 3rd 32 Parapet 09/03/2018 works MLD A 16/01/181w Change05/03/2018 to perforated brickwork panels, MJ, brickwork MLD 16/01/18 Change to perf orated brickwork panels, MJ, brickwork ks) bric 1/2 support12/03/2018 brackets, cavity barriers following S/C details. 3712.5(16supportks)brackets, cavity barriers following S/C details. 33by: Planner 2w 23/03/2018 Main / Insulation Dwg No. 00001 Revision No. A Drawn - Chartcoverings Properties 1/2 bric

1627

Type A

5600

Type 3

X404 SEMINAR ROOM

Type 3 28 m2

ID 404

Fourth Floor 48.694

Solid bricks, 215mm x 102.5mm x 65mm, perforate Flemish bond Refer to Structural Engineer's drawing for fixing details of PCC MS post, flat and rods stainless steel

Architects, Landscape & Interior Design

C 222

2279

1 6-20 Bath Street, Nottingham NG1 1 DF

223 3562

1646

1492

6128

7718

4959

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group PROPOSED FOURTH TH FLOOR FLO GA PLAN -1:50

PROJECT

443.5

Key Walls

Wall Construction - Corten Outer / SFS Inner 30mm Deep Corten C Cassettes V Vertic 69mm Air Gap with Vertical Rails on HH Brackets kwool DuoSlab Insulation 150mm Rockwool

Confetti CQ Campus

503.5

Facade Elevation

X406 MALE WC

X407 ACCESSIBLE Type 2 WC 1010 150 416

Floor Level 31 Plant room steel

1912.5

4742

X401 COMPUTER SUITE 51 m2

311

4642

X402 COMPUTER SUITE 49 m2

FFL = 38.568

1696

X408 STAIR 1

W 17

bricks) 1912(8 1/2

W 15

Type 3

MJ (6.525 41 .972

220 A

Aluminium look-a-like spandrel panel 310

1500min.

4350

Bracket Structural Fixing to Structural Engineers Details

Aluminium look-a-like spandrel panel

16/03/2018 09/03/2018 09/03/2018

Plastering 1st fix partitions Screeding

FFLLIFT SHAFT 31 Plant room steel 30 SFS 42.064

4897

Bracket Structural Fixing to Structural Engineers Details

2502

W 02

2485

Cavity barriers and smoke stop for Curtain Walling to suit site.

1576

4896

Cavity barriers and smoke stop for Curtain Walling to suit site.

FFL 42.064 FFL = 41 .964

FFL 41 .964

MJ (6.525 41 .972

3160

FFL = 41 .964

W 14

Movement Joint

FFL 41 .964 FFL = 41 .964890

4200

FFL = 41 .964

02/03/2018

2200min.

6900

12868

bribks) 15740(70 8090

Movement Joint

D 301

300

bricks) 9215(41

Vertical Section

1:5 1w 12/03/2018 1w A 1w 05/03/2018 05/03/2018 2w 08/03/2018

2935

300

Plan Section

01 4001

13 15

09/03/2018

23 25 24

30 665

1565

C 222

4550

bricks)

6525(29

05/03/2018

23/03/2018

1w 26/02/2018 A

810min.

2951

1710

4452

1457

1492

3109

Curtain wall system with windows opening g out Line Settin cksthe inward; Glazed fBri rom inside directly 330 into the window frame.

296

1646

420

910

Curtain wall system with windows opening inward; Glazed from the inside directly 3562 2279 frame. B A into the window

6752

Movement Joint

Transom

12/03/2018

3RD 22 4001 1st fixFLOOR M&E

Curtain Wall system with all four sides of visible external caps to area without perforated brickwork detail in front; Glazing fixed from the outside directly into the curtain wall frame.

FFL = 41 .964

Full brick 102.5mm deep stretcher bond,10mm joints

Inward Opening Lights within Curtain Walling System

W 06

MJ (9.750) 45.1 97

Movement Joint

MJ (9.750) 45.1 97

Movement Joint

FFL = 45.464

Movement Joint

FFL = 45.464

10 C-SECTIONS

303.5

Full brick 102.5mm deep stretcher bond,10mm joints (Recessed pointing)

150

13 10

102.5

11 8 12 9

AVCL

Wall Construction - Brickwork Outer / RC Wall Inner 102.5 Black Brick as F10/110, 50mm cavity

Type 1

PARTITION Wall Type 1 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fixed to one side, 92mm C studs

Movement joint

28/02/2018

1/ GLAZING FIXED TO CONCRETE SLAB

Stepnell ltd

Line

Name

Duration

Start

Glenn Reeves

Finish

External Envelope

SFS 4th - 5th

SFS 5th - 6th

28/02/2018 4 BWK grnd - 1st

19/02/2018

03/04/2018

1w 19/02/2018 A

23/02/2018

1w 26/02/2018 A

02/03/2018

2w 26/02/2018 A

09/03/2018

BWK 2nd -3rd

12/03/2018

23/03/2018

2w Duration

26/03/2018 Start

10/04/2018 Finish

11 4 12 5

CONCRETE SLAB

3rdName - 4th

Curtain walling 3rd -4th External Envelope Curtain SFS 4thwalling - 5th 4th - 5th Curtain SFS 5thwalling - 6th 5th - 6th

Curtain walling 4th - 5th Under floor heating Curtain walling 5th - 6th Screeding

1w A 1w 28/02/2018 05/03/2018 1w 08/03/2018 1w 12/03/2018

06/03/2018 09/03/2018 14/03/2018 16/03/2018

16 11 17

M&E 1st fix Corten grnd - 1st Plastering

02/03/2018 09/03/2018 09/03/2018

12 18 13

Corten 1st - 2nd 2nd fix M&E Corten 2nd - 3rd

2w 19/02/2018 A 2w 26/02/2018 1w 05/03/2018 2w 05/03/2018 2w 07/03/2018

1ST FLOOR Ground Floor Internal Finishes M&E 1st fix

1w 19/02/2018 A 23/02/2018 A 19

20 14 21 15

Plastering Under floor heating 2nd fix M&E Screeding

1w 1w 2w 1w

26/02/2018 05/03/2018 12/03/2018 12/03/2018

02/03/2018 09/03/2018 23/03/2018 16/03/2018

2w 19/02/2018 A

02/03/2018

M&E 1st fix 2nd FLOOR Plastering

05/03/2018

09/03/2018

18 22

2nd fix M&E 1st fix M&E

2w 07/03/2018 1w 26/02/2018 A

20/03/2018 02/03/2018

Plastering 1ST FLOOR Screeding

12/03/2018

16/03/2018

05/03/2018

09/03/2018

12/03/2018

2018 March 12 19 3

April 9

9 10

13 6

10/04/2018

1w 20/02/2018 A 26/02/2018 A

9 14 10 15

26/03/2018

April 9

Corten 2nd - 3rd BWK 2nd -3rd

February 19 26 -1

8 9

14 10 15

16 11

16/03/2018 20/03/2018 23/03/2018

17 12 18 13

14 21 15

16 17

CURTAIN WALL SYSTEM

2/ CORNER

23 24

The glazing has now applied on the window frame that was not visible in the last visit. Most of the West and South facade are installed with glazing while there are remaining parts on the upper level, 3rd to 6th floor, that need to be glazed within March. 19

M&E 1st fix 3RD FLOOR Plastering

1w 19/02/2018 A 23/02/2018 A 19

26/02/2018

02/03/2018

21 25

2nd fix M&E 1st fix partitions

2w 12/03/2018 1w 05/03/2018 A

23/03/2018 09/03/2018

1st fix M&E 2nd FLOOR Plastering

08/03/2018

21/03/2018

19/03/2018

23/03/2018

1w 26/02/2018 A

02/03/2018

1st fix M&E 4TH FLOOR Plastering

12/03/2018

16/03/2018

24 28

Screeding 1st fix partitions

1w 05/03/2018 1w 12/03/2018 A

09/03/2018 16/03/2018

M&E FLOOR 1st fix 3RD LIFT SHAFT

19/03/2018

03/04/2018

30 25

SFS 1st fix partitions

2w 26/02/2018 1w 05/03/2018 A

09/03/2018 09/03/2018

1st fix M&E ROOF WORKS Plastering

08/03/2018

21/03/2018

19/03/2018

23/03/2018

PlantFLOOR room steel 4TH Parapet works

1w 26/02/2018 A

02/03/2018

05/03/2018

09/03/2018

33 28

Main 1st fixcoverings partitions / Insulation

2w 12/03/2018 12/03/2018 1w A

23/03/2018 16/03/2018

M&E 1st fix

19/03/2018

03/04/2018

2nd 26/02/2018

3rd 09/03/2018

CONCRETE COLUMN

27 31

MULLION DOUBLE GLAZING

The curtain wall system has connections to all the concrete slabs and walls, SFS system and meeting another glazing on the corners. Therefore detailed Planned by Asta Powerproject drawings are produced by the manufacturers to confirm the details of installation and they gives guidelines to the workers to install them accordingly to the building Planned by Asta Powerproject on site. 32

33 28

FloorLIFT Level SHAFT 30

Ground SFS

1st

Dwg No. 00001

Drawn by: Planner - Chart Properties

ROOF WORKS

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

1w 20/02/2018 6w 19/02/2018A 26/02/2018 03/04/2018A 1w 28/02/2018 A 06/03/2018 1w 19/02/2018 A 23/02/2018 1w 08/03/2018 1w 26/02/2018 A 14/03/2018 02/03/2018

BWK 3rd - 4th Ground Floor Internal Finishes Curtain walling 3rd -4th

2018 March 19 3

Glenn Reeves 6

2w 19/02/2018 26/02/2018 09/03/2018A 1w A 23/02/2018 2w 05/03/2018 16/03/2018 2w 26/02/2018 A 09/03/2018 2w 12/03/2018 2w 12/03/2018 23/03/2018 23/03/2018

Corten grnd - 1st BWK grnd - 1st Corten 1st - 2nd BWK 1st - 2nd

13 6

-2

10 3

Stepnell ltd4

BWK 1st - 2nd

8 1 9 2

1w 19/02/2018 A 23/02/2018 A

7 BWK Line

February 19 26 -1

siw week Programme -2

4th

Plantroom

Plant room steel

1w 26/02/2018 A

02/03/2018

Parapet works

05/03/2018

09/03/2018

Main coverings / Insulation

12/03/2018

23/03/2018

Roof

Notes: Comment - Chart Properties

Revision No. A

Floor Level

Ground

1st

Drawn by: Planner - Chart Properties

2nd

Dwg No. 00001

3rd

Revision No. A

4th

Plantroom

Roof

Notes: Comment - Chart Properties

Project Ref. C:\Users\glenn.reeves\Desktop\Six week Programme.pp

3/ GLAZING TO SFS SYSTEM C-SECTIONS

The curtain wall system that the building is applied to has a u-value of 0.15W/m2K, which meets the recommended u-value of a nondomestic building wall in the UK, within 0.22W/m2K. This suggests that the building can perform well under thermal comfort.

Facad

W13

W13 - Type 6

Hole diameters of 20mm and 40mm at 50mm centres horizontally and vertically. A minimum margin of 15mm to be maintained from edge of panels

Facade Module

Round Perforation - Straight Line

Facade Module

Brise Soleil Bracket centres tobe agreed with Acorn

100mm Benchmark Quadcore Karrier Vertically laid or similar fixed with a minimum of 2 Nr fasteners per panel per rail U-Value = 0.18W/m2K

W 13

35mm Benchmark Metallic Recessed Fix Cassette or similar

100 mm Infill SFS fixed to the structure

FFL = 45.464

Aluminium Fixing Plate

W 05

275mm concrete deck to Structural Engineer's details

Corten steel claddings also apply on the windows, covering the glazing. It is, however, does not look the same as the claddings on the SFS system and the concrete walls. It has holes on the surface in order to penetrates some daylight into the interior.

Curtain Walling System Frameless Window insert to Curtain Walling System

Mullion fixing to Curtain walling System

Waterproof membrane

FFL = 42.230

Cavity barriers and smoke stop for Curtain Walling to suit site. Bracket Structural Fixing to Structural Engineers Details

FFL = 42.930

CLAD ON WINDOWS

Acoustic Insulation

As the design of the windows are opening mechanically, users, like students, cannot open the window by themselves. They are designed as simply for ventilation and for the janitors to clean the windows and glazings. REV. DATE

Perforated Cor-Ten Cassette Screen setback 25mm from adjacent Corten cladding panels

DESCRIPTION

Sample is provided to the contractor in early stage of the construction to confirm the quality and the Confetti Media Group aesthetic of the claddings. This also gives a sense of Confetti CQ Campus how the building will looks after applying the claddings. Architects, Landscape & Interior Design

16-20 Bath Street, Nottingham NG1 1DF

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Window pod PIR board and fire rated canister applied insulation

PROJECT

Outer sill flashing with interface to recessed fix cassette

FFL = 38.930 30

FFL = 38.930

Corten gutter system with interface to recessed fix cassette

Facade Elevation

Facade Section Detail 1 - 1

DRAWING

Facade Section Corten Cladding Detail

The 2588 work 1:20 @ A1has not Jul-16 started yet, as the claddings has not 301 Preliminary MLD but it will soon be installed along with arrive to the site, the general claddings installing on the SFS system. PROJECT NUMBER

SCALE

DRAWING NUMBER

REVISION

DATE

STATUS

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

U/S 2.76

U/S 2.37

X011 STAIR 2 LOBBY

Lift

1646

1492

7718

U/S 2.78

CH 3.36

SH 0.19 HH 3.03 Indicative location of reception desk by others

2000

535 ID 015

2778

100 ID 012

2000

ID 021 148

X002 MTG 1 9 m2

2740

837

1700

X014 SERVER 16Ground m2 Floor

1184

35.048

X020 MTG 3 9 m2

1135

2597.5

3947.5(17 1/2 bricks)

U/S 2.76

U/S 2.37 DP

215

7718

ED 04

3751

04/01/18 19/12/17 08/11/17 18/09/17

K J II H G

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

MLD MLD MLD MLD MLD MLD

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings Amendments to drawings Amendments to drawings Amendments to drawings

MLD MLD MLD MLD MLD MLD

X017 PLANT ROOM 30 m2

DESCRIPTION

REV. DATE

F HH 2.05 SH 0.87

DH 2.05

Amendments to substation and meeting room layout Amendments to substation layout Amendments to substation layout Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1

1 6-20 Bath Street, Nottingham NG1 1 DF

4959

14 13 12

MLD

AIR GUARD

MLD MLD MLD MLD

76 Architects, Landscape & Interior Design

6128

E Ground Floor 35.440

O N M L

eq.

3 SCH 2.8

1492

29/01/18 Amendments to internal doors ID008 MLD 16/01/18 MJ, CFB, Bricks setting out and downpipe position added MLD Amendments to internal wall partitions,dimensions updated

H003

223 1646

CH 2.99

Ground Floor 35.630

Col

llery H002 Ga CH 2.99

CH 2.76

ID 019 ID 018

3491

Lift

Ground Floor 35.048

1800

X011 STAIR 2 LOBBY

X010 STAIR 2

SH 0.88 HH 2.97

14/02/18 Amendments to internal partitions

Q P

SH 0.88 HH 2.97

SH 0.86 HH 2.03

U/S 2.27

DH 2.05

eq.

Ground Floor 35.630 7

Ground Floor 34.740

ED 03

32.86

ID 017

X018 NEW STORE (86m2)

Type 1*

Ground Floor 35.630

1in10

3a ID 010

Ground Floor 35.048

X004 MTG 2 8 m2

- 3steps

ID 009

NEW IS 004 3532

Type 1*

1010

1532

535

Type 2

768

X012 clnrs cpbd 3 m2

IS 003 148

148

1500 34.828

221 B

Mechanical riser

2000

IS 002 2810

2806

ID 016

1736

Type 1*

1736

422

ID 011

Ground Floor 35.048

3248

1092

1736

ID 007

UP 82

ID 022

Ground Floor 35.630

2617

1215

763

1225

Type 1*

X018 Staff Corridoor

PARTITION Wall Type 1 - without16mm Resilient Bar

324

X015 COMMS 13 m2

140

11857

3574

Ground Floor 35.630

X003 OFFICE 26 m2

1010

338

3471

ID 013 1736

Type 1*

34.910

- 3steps

224

1496

1110

252

1696

1010

3070 4642

314

1500

ID 014

HH 2.98 SH 1.1 5

Type 1*

1100MM HIGH

34.63

Electrical riser

Type A

3306

1178

X019 Mtg cpbd

450

1930

400

PARTITION Wall Type 3 1no. Layer of 15mm Soundbloc MR either side of 70mm C Studs with 50mm Isover APR between studs. Skim finish to both sides of partition.

5789 LOWWALL

1in15

Ground Floor 35.630

ir Storag Under Sta

2552

CH 2.84

IS 001

Type 3

1in12

1184 ID 008

1343

400

1854

400

PARTITION Wall Type 2 1no. Layer of 15mm Soundbloc either side of 92mm C Studs with 50mm Isover APR between studs. (Use 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition.

3545

Ground Floor 35.048

1in12

3390

Type 2

In Abeyance

1656 138

1828

4596

5000

Ground Floor 35.464

2500

1010

234

1110

1202

DH 2.03

et MMC cabin

DH 1.97

496 400

34.910 UP

1010

PARTITION Wall Type 1 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fixed to one side, 92mm C studs with 50mm Isover between studs. Skim finish to both sides of partition.

Type 1*

820

34.68

Ground Floor 35.630

Type 1*

1408 ID 006

3546

ID 003 ID 002

CH 3.68

311

35.464

100

ID 005 499

36.60

ID 001

Ground Floor 35.464

X009 STAIR 1 LOBBY Type 1*

220 A

X001 RECEPTION 130 m2

X005 WC LOBBY

1979

410

U/S 3.14

300

1010

walls 500

Floor

34.74

4742

15 m2

Type 1*

3700

- 3steps

CH 2.37

X008 STAIR 1

2 17 mGround

ID 004

FFL

Ground Floor 35.464

.76 1600 34

Ground Floor 35.048

34.69

X006 WC CHANGING (MALE WC)

X007 WC CHANGING (FEMALE WC)

DH 2.05

W 01

Type 1*

34.910

ork 140 Blockw

3200

BOARDING 1000

Ground Floor 35.464

Type 3

310

X013 CONTROL ROOM 8 m2

5038

ED 02 13

X016 SUBSTATION 20 m2

34.71

3546

CH 3.39

W 03

04 Step +0.

ED 12

STN/128 36.04

34.66

9215

.50

300

bricks) 15740(71

0 to Fit approx. 250

552

1810

W 02

bricks)

300

03 5 123 10 579 19

1000

1200

34.74

1000

400

800

600

1/2 6413(28

Existing Wall Confetti Insulation to be agreed with Structural Engineer Exposed concrete finish

Type 1

DH 2.1 0

3160

2951

34.69

Ground Floor 35.300

il A - 306 Plan Deta

10534 1000

35.20

bricks) 9215(41

See drawing 2588-306 for recessed downpipe details

Floor

Ec 4452

6752

421

34.61

4550

34.82

34.90

g out Line Bricks Settin

35.10

35.00

35.20

1492

35.24

35.46

35.32

1646

35.09

223

422

34.70

.12

35.28

35.46

Existing Wall HE Centre 215mm Existing Solid brick wall 25mm cavity depth Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

AVCL

.48

AVCL

1184

2176

AVCL

330

1in12

Wall Construction - Brickwork Outer / SFS Inner 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns Wall Construction - Blockwork Outer / SFS Inner 100mm fairfaced medium density blockwork - F10/225 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns

DH 2.05

190 503.5

497

Key Walls

DH 2.05

HH 2.05 SH 0.87

PROPOSED GROUND FLOOR GA PLAN -1:50

The works of partitions have not completed as and the currentF stage is up to the 6128 4th floor. Partitions are mainly 14 G 13 made of 2 layers of insulations, enhancing the blocking 12 of sound transmission. There are a boarding and air 11 10 guard between then to ensure ventilation between 9 8 spaces. HH 2.05 SH 0.87

Ground Floor 35.440

SP 2.23

3 SCH 2.8

U/S 3.14

H003

3562

Col

223

allery H002 G

2279

Ground Floor 35.630

FFL 35.44

C 222

CH 2.99

ID 018

CH 2.76

ID 019

CH 2.99

X010 STAIR 2

SH 0.88 HH 2.97

DH 2.04

SH 0.86 HH 2.03

U/S 2.27

DH 2.05

FFL 35.63

3491

THL 35.64

35.47

314

Ground Floor 35.630

ARTITIONS

ED 14

n poin Insertio

STN/142 35.51

8.7

ID 017

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

H CLIENT

C ONNECTION

8.8

The photos below show the process of the demolition of a corner of the existing building, Confetti ICT. From just protecting the existing,421 to attempt to punch through,420 to removing brick t Line walls. Setting ou

TO EXISTING BUILDING Ee

students are not using the building and minimize the noise and negative effects to them.

The workers kept the bricks of the demolished wall on Assuming area ofto existing to be removed the Covert street seeboxing whether they? can reuse the bricks to the building.

6752

EcIt will be connected from the ground floor till the second 51 29

1/2 bricks) 6413 (28

U/S 1 .39

E - 306

225

2502

4642

810min.

444

400

1736

444

LOW WALL

249

X102

Type 1*HATCHED SECTION INDICATES AREA OF

R Q

4500

Type 2

ID 108

360

535

1010

1318

First Floor X103 38.930 CAFE SERVERY 79 m2

AREA

bricks) 7660(34

4099

Win/A 4 SH 2.0

up 338

W 07

ADDITIONAL SEATING

1100MM HIGH

First Floor 38.230

bricks) 7415(33

1178

ID 109

Slab Level 38.568

First Floor 38.930

0 STN/11 38.23

5789

(FFL 38.590)

6 SH 0.8 TA 2.94

Type 1

6 CH 3.2

1100MM HIGH

3286

Electrical riser

LOW WALL

First Floor 38.568

2597.5

7366

up 340

up 2 2

324

FFL 38.23

First Floor 38.764

- 1in15 up 166

NEW STEPS

1100MM HIGH

450

First Floor 38.930

1500

2552

247

LOW WALL

1500

IS 101

400

9 STN/10 38.27

400

2500

6509

First Floor 38.568

- 1in15 up 196 1854

4154

- 1in15

e ing out Lin Bricks Sett

1506

l B - 306 Plan Detai

300

1303

233

up 2 0 8

1in15

ID 102 1010

2114

2950

400

3120

0 DH 2.0 Win/A 5 SH 2.0 3 HH 2.5

3638

Type 2

1045

ID 106 1699First Floor 570 38.360

MJ562

ID 105 1010

0 SH 0.9 3 HH 2.5

Type 1

FFL 38.36

ID 101

251

1457

910

First Floor 38.764

Type 2

40.89 Ceil 8 STN/10 38.36

2105

X109 STAIR 1 LOBBY

1710

296

Type 3

2 DH 2.0

1526

1 U/S 2.0 38.27

19 20

Type 1

220 A

ID 103

U/S 2.9

6 DH 1 .9

First Floor 38.568

38.21

X108 STAIR 1

ID 104

FFL 38.28 1 SH 0.9 6 HH 1 .9

lope Floor S 38.31

X106 FEMALE WC

38.24

416

Ceil 41 .1 0

X104 SEMINAR ROOM Type 3 29 m2

Wall 1.29h

3109

X107 ACCESSIBLE Type 2 WC 00 1010 1

el U/S lev 41 .06

Existing Door-Screen to be maintained

MAR 2018

2200min.

W 02

. 1500min

JAN 2018

FFL 40.30

EXISTING CONFETTI ICT

OCT 2017

9 STN/12 39.72

225

38.22

0 SCH 4.9

38.23

HH 2.87 SH 0.80

D - 306

HH 2.87 SH 0.80

l Plan Detai

l C - 306 Plan Detai

l Plan Detai

3 SCH 4.3

floor. By using ramps, level difference of the 2 buildings Eb 4452 F is altered and making the building more accessible to E 3927.5 300 finishing the connection 9of1/230b0ricks)all. This also open up more spaces for the new confetti 550 contractor aim at 4The bricks) 2485 9215(41 15627.5(6 J M the new and the existing within the Easter break building. of Confetti. This is to make use of the time that the W 06 9215

14/02/18 Amendments to internal part 07/01/18 Amendments to Internal Part

M& E

CORRIDOR SECTION AA 1:10 SCALE

ELECTRICAL CROSSOVER ZONE

2ND FIX

315Ø SUPPLY DUCTWORK

The work of M&E is continuing on the site with a completion of 1st fix from the ground level to the 3rd level. The workers are currently working the 1st fix of M&E on the 4th and 5th floor. 475

375

LIGHT FITTING

100

500 ELECTRICAL CONTAINMENT ZONE

1050 28Ø CONDENSATE DRAINAGE FROM FCU'S 15x15Ø LTHW F&R

28x28Ø CHW F&R

900

275

150

PIPEWORK CROSSOVER ZONE

2615

1ST FIX DUCT WORK

At the same time, 2nd fix of M&E, including light fitting is working on the 1st and 2nd floor, but not the ground level. This is due to the design of the space in these 2 levels consist more open spaces with minimal internal partitions that allows multiple tasks, such as cutting ducts and fitting lights happen at the same time. In such case, it speeds up the work within a floor.

Notes:

1. For corridor 2. All dimensio 3. All measure 4. Any errors o before work co

X207 ACCESSIBLE WC

X204 SEMINAR ROOM 30 m2

X206 MALE WC

X208 STAIR 1

EXIT

8.9

X209 STAIR 1 LOBBY

EXIT X201 LRC 172 m2 THIS IS A CAD DRAWING - DO NOT HAND MODIFY - DO NOT SCALE - PHOTOCOPYING MAY DISTORT. Electrical riser

COPYRIGHT IN THIS DRAWING IS THE PROPERTY OF MIES BUILDING SERVICES. IT MUST NOT BE REPRODUCED, AMENDED OR USED FOR THE EXECUTION OF ANY WORKS WHETHER IN CONNECTION WITH THE PROPOSED WORKS FOR WHICH IT HAS BEEN PREPARED OR OTHERWISE WITHOUT THE EXPRESS CONSENT IN WRITING OF MIES BUILDING SERVICES.

CORRIDOR SECTION AA 1:10 SCALE

SERVICES LEGEND CHW PIPEWORK

ELECTRICAL CROSSOVER ZONE

315Ø SUPPLY DUCTWORK

475 375

100

500 ELECTRICAL CONTAINMENT ZONE

X203 LRC 50 m2

X205 COMPUTER SUITE 51 m2

LPHW PIPEWORK MCWS/BCWS PIPEWORK AGD PIPEWORK

1050 28Ø CONDENSATE DRAINAGE FROM FCU'S

SUPPLY DUCTWORK 15x15Ø LTHW F&R

28x28Ø CHW F&R

EXTRACT DUCTWORK

900

275

150 PIPEWORK CROSSOVER ZONE

WC EXTRACT DUCTWORK LIGHT FITTING LV/FIRE CONTAINMENT DATA/ELV CONTAINMENT SUB MAIN CONTAINMENT Lift

X210 STAIR 2

1ST FIX A0

ABBREVIATIONS

X211 STAIR 2 LOBBY

LL HL CHW AGD LPHW BCWS MCWS LV ELV

2615

DUCT WORK 78

S PECIAL

INTEREST CONCRETE FINISHES

9.1

HISTORY:

ROMAN EMPIRE (BC)

CONCRETE 19-20TH CENTURY Followed by the fall of the Roman Empire, the technique was forgotten until the 14th century. However, the construction method was not common until the 19th century. PORTLAND CEMENT A method for producing Portland cement was patented by Joseph Aspdin in 1824, which made the foundation of the important component in concrete mixes nowadays. REINFORCED-CONCRETE SYSTEM The French engineer, François Hennebique, patented his pioneering reinforced-concrete construction system in 1892. He built the Weaver building using this system and it was Europe’s first multi-storey reinforced concrete building.

Concrete was first and commonly used as construction material in the Roman time. Architecture are still standing after 2000 years, indicating the long durability of concrete. Pantheon was one of the example that it is still the largest unreinforced concrete dome and the smooth surface finish allowed artists to draw fresco on top.

CLIMAX OF CONCRETE CONSTRICTION The technique was further developed not only on civil construction, but the way of building in more sculptural forms was also developed and architects such as Nervi, Saarinen and Niemeyer build their architecture in a more expressive form, making the technology reached its climax in the 1950’s-70’s. This also form the foundation of current concrete construction.

(TWAFlight Centre, Eero Saarinen)

CONCRETE

CONFETTI STRUCTURAL SPECIFICATION 25400 Confetti CQ

• • •

• • • •

•

125 • • •

BRITISH STANDARD (BS)

E10 Mixing/casting/curing in situ concrete

DESIGNATED CONCRETE For use for visually exposed elements including specified floor slabs, columns, and walls. Refer to drawings for clarification. Designation: RC40. Fibres: None. Aggregates: - Size (maximum): 20 mm. - Coarse recycled aggregates: Permitted at a mass fraction not exceeding 15% of coarse aggregate. Details to be submitted to CA for approval. - Additional aggregate requirements: No more than 20% to pass through a 10mm sieve. Aggregate types to be consistant for the entirity of the contract. Special requirements for cement/ combinations: minimum 325kg/m3 cememnt content . Consistence class: S3. Chloride class: Cl 0.40. Admixtures: Details of proposed admixtures to be given to the CA allowing two weeks for comment by the CA before their use in the concrete. Additional mix requirements: Mix should achieve a consistent light grey colour free from blemishes or discolouration. Refer to other clauses related to visual concrete. When materials have been determined no changes can be made to the mix proportions or the water/cement ratio. A single readymix source is to be used for the entirity of the contract. SUBSTITUTION OF STANDARDIZED PRESCRIBED CONCRETE FOR DESIGNATED CONCRETE General: Conform to BS 8500-2, clause 9. Substitution: In accordance with BS 8500-1, Table A.14. - Proposals: Submit for each substitution, stating reasons. Site mixing: If standardized prescribed concretes are made on site conform to BS 80002.1, subsections 2,3 and 4..

182N CONCRETE FOR SUNDRY TYPES OF IN SITU WORK • Specified in other sections of this specification as follows: - E60 Precast/Composite concrete floors/roof decks - F30 Accessories/Sundry items for brick/block/stone walling - F31 Precast concrete sills/lintels/copings/features - Q10 Kerbs/edgings/channels - Q40 Fencing - Q50 Site/street furniture/equipment - R12 Drainage below ground - R13 Land drainage • Concretes specified in this section which are equivalent to or better than the above may be used in lieu, subject to approval.

The above is the structural specification that the structural and civil engineering consultancy, Price & Myers specify the finishes of Insitu concrete according to the British Stardard. 5 Dec 2016

Ver. 1

BRITISH STANDARD (BS)

Concrete - Part 2: Specification for constituent materials and concrete

E10 / 2

BS 8500-2:2015+A1:2016

Concrete – Part 1: Method of specifying and guidance for the specifier

BRITISH STANDARD

BRITISH STANDARD Table A.6

Table 6 Concrete designation

107

MIXES: CEMENT

Requirements for designated concretes for general applications Min. strength class

Slump class A)

GEN0 GEN1 GEN2 GEN3 RC20/25 RC25/30 RC28/35 RC30/37 RC32/40 RC35/45 RC40/50 RC40/50XF PAV1 PAV2

C6/8 C8/10 C12/15 C16/20 C20/25 C25/30 C28/35 C30/37 C32/40 C35/45 C40/50 C40/50 C28/35 E) C32/40 E)

S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 S2 S3

FND2

C25/30

FND2Z

C25/30

FND3

C25/30

FND3Z

C25/30

FND4

C25/30

FND4Z FND4M

C25/30 C25/30

S3 S3

Max. w/c ratio

— — — — 0.70 0.65 0.60 0.55 0.55 0.50 0.45 0.45 C) 0.55 C) 0.45 C) 0.55 0.50

Min. cement or combination content (kg/m3) for max. aggregate size (mm) ≥40 20 14 10 120 120 120 120 180 180 180 180 200 200 200 200 220 220 220 220 240 240 260 280 240 260 280 300 260 280 300 320 280 300 320 340 280 300 320 340 300 320 340 360 320 340 360 360 320 340 360 360 280 300 320 340 320 340 360 380 300 320 340 360 320 340 360 380

0.45 0.40 0.55 0.50 0.45 0.40

340 360 300 320 340 360

360 380 320 340 360 380

380 380 340 360 380 380

380 380 360 380 380 380

0.50 0.45 0.40 0.35

320 340 360 380

340 360 380 380

360 380 380 380

380 380 380 380

0.45 0.45

340 340

360 360

380 380

CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V B) CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V B) CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V B) CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V B) CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V B) CEM I, IIA, IIB-S, IIB-V, IIIA, IVB-V B) CEM I, IIA, IIB-S, IIB-V, IIIA D) CEM I, IIA, IIB-S, IIB-V, IIIA D) CEM I, IIA, IIB-S, IIB-V, IIIA D) IIB-V+SR, IIIA+SR, IIIB+SR, IVB-V CEM I, CEM I-SR 0, CEM I-SR 3, II-S, II-V, IIIA, IIIB IIA-L or LL class 42,5 IIA-L or LL class 32,5 All in Table 1 IIIB+SR IVB-V IIB-V+SR, IIIA+SR, CEM I-SR 0, CEM I-SR 3 All in Table 1 IIIB+SR IVB-V IIB-V+SR, IIIA+SR, CEM I-SR 0, CEM I-SR 3 All in Table 1 IIIB+SR

Except where a different consistence class has been specified. In this case, the concrete conforms to the specified consistence class or target value. B) Only if specifically permitted under BS 8500-1:2015+A1:2016, 4.2.3a). C) See 6.3.2 for requirements for aggregates. D) With a maximum proportion of ggbs 55% unless a higher proportion is specifically permitted under BS 8500-1:2015+A1:2016, 4.2.3a). E) The concrete contains an air-entraining admixture to give minimum air content by volume at delivery of 4.0%, 4.5%, 5.5% or 6.5% with aggregate of 40 mm, 20 mm, 14 mm and 10 mm aggregate size respectively at delivery. A)

It is in the section of E41 , indicating the application of each type of finishes for the contractors to follow and refer to specific documents. Portland Cement is the most common cement that used in the UK, which composed more than 95 percent of 16 •

BS 8500-1:2015+A1:2016

Cement and combination typesA)

Broad designation B)

Composition

CEM I CEM I-SR 0

Portland cement Sulfate-resisting Portland cement

Comprises cement and combination types (see BS 8500-2:2015+A1:2016, Table 1) CEM I CEM I-SR 0

Cement and combination types

CEM I-SR 3 IIA

IIB-S

9.2

IIB-V IIB+SR IIIAD) IIIA+SR

IIIB F) IIIB+SR

IVB-V G)

Portland cement with 6% to 20% fly ash, ground granulated blastfurnace slag, limestone, or 6% to 10% silica fume C) Portland cement with 21% to 35% ground granulated blastfurnace slag Portland cement with 21% to 35% fly ash Portland cement with 25% to 35% fly ash Portland cement with 36% to 65% ground granulated blastfurnace slag Portland cement with 36% to 65% ground granulated blastfurnace slag with additional requirements that enhance sulfate resistance Portland cement with 66% to 80% ground granulated blastfurnace slag Portland cement with 66% to 80% ground granulated blastfurnace slag with additional requirements that enhance sulfate resistance Portland cement with 36% to 55% fly ash

CEM I-SR 3 CEM II/A-L, CIIA-L, CEM II/A-LL, CIIA-LL, CEM II/A-S, CIIA-S, CEM II/A-V, CIIA-V, CEM II/A-D CEM II/B-S, CIIB-S CEM II/B-V,CIIB-V CEM II/B-V+SR, CIIB-V+SR CEM III/A, CIIIA CEM III/A+SR E), CIIIA+SR E)

CEM III/B, CIIIB CEM III/B+SR E), CIIIB+SR E)

CEM IV/B-V, CIVB-V

There are a number of cements and combinations not listed in this Table that may be specified for certain specialist applications. See BRE Special Digest 1 [1] for the sulfate-resisting characteristics of other cements and combinations. See IP 17/05 [5] for the use of high ggbs content cements and combinations in secant piling applications. B) The use of these broad designations is sufficient for most applications. Where a more limited range of cement or combinations types is required, select from the notations given in BS 8500-2:2015+A1:2016, Table 1. C) When IIA or IIA-D is specified, CEM I and silica fume may be combined in the concrete mixer using the k-value concept; see BS EN 206:2013, 5.2.5.2.3. D) Where IIIA is specified, IIIA+SR may be used. E) “+SR” indicates additional restrictions on the chemical composition of cement or ggbs related to sulfate resistance. See BS 8500-2:2015+A1:2016, Table 1, footnote D. F) Where IIIB is specified, IIIB+SR may be used. G) IVA cements and combinations with a siliceous fly ash should be classified as II-V. A)

lime, silica, alumina and iron oxide. The British Standard document stated a list of factory-produced cement that contain a proportion of Portland cement. They will produce concrete that possess different colour and strength. © The British Standards Institution 2016

•

9.3

CONCRETE

25400 Confetti CQ 107 • • •

• • • •

•

125 • • •

E10 Mixing/casting/curing in situ concrete

5 Dec 2016

Ver. 1

M I X E S : A G G R E G AT E S

Aggregates can be both naturally occurred or secondary recycled. For natural aggregates in the UK, they are mainly sand and gravel, marine aggregates and crushed rocks. Recycled aggregates are defined as materials resulting from the crushing of demolition waste and reprocessing of construction waste or damaged material on site. They are usually crushed concrete and brick masonry.

There are 2 types of form in coarse aggregates, the angular and the rounded. This variation in shape , surface smoothness and porosity will affect the workability and the surface finish of the concrete The angular aggregates work well in interlocking which give a higher strength concrete. However, the rough and variable surfaces affect the demand of water in the mixture, and might led to patches on surfaces, commonly called as ‘aggregate bridge’. The rounded gravels have a more constant surface, making them more suitable for fine finishes . To avoid aggregate bridges, it is preferably specify the size as 20mm aggregates or to limit the stone passing a 10mm sieve to not more than 20per cent.

The Confetti project used recycled coarse aggregates

E10 / 2

AGGREGATE BRIDGE

9.4

C O LO U R S

25400 Confetti CQ 107 • • •

• • • •

•

125 • • •

E10 Mixing/casting/curing in situ concrete

5 Dec 2016

Ver. 1

The colour of concrete is based on the light absorption qualities of the finest particles in the mixes. The tone of colour will lighten with a higher water/ cement ratio, vice versa. The tone might change lighter due to surface carbonation after the construction. The time of construction also affect the tone of the concrete. Formwork needs to remain in place for longer period in cold winters as the concrete needs more time to gain strength. The water vapour of the cement cannot escape , therefore, condenses and saturates on the surface, making the concrete darker in tone. However, water vapour leaves the concrete more quicker and easier in the summer, forming a lighter tone of colour.

PIGMENT SPECTRUM

To colour the concrete, another possible way is to introduce pigment to the mix. The pigment dominates the colour as it is finer than the cement. The pigments rage colour from red oxide to brown oxide to yellow oxide.

E10 / 2

However, as the project of Confetti just require the concrete in light grey colour, no pigment is needed. It can be achieved by controlling the ratio of cement, aggregates and water as well as the duration concrete drying.

(Centre for Interpretation of The Battle of Atoleiros / Gonçalo Byrne Arquitectos)

concrete concrete surface surface its its visual visual impact impact Influencing the surface texture and colour shade with formwork components. Influencing the surface texture and colour shade with formwork components.

9.5

WA L L

FINISHES: FORMWORK

Fair-faced concrete is concrete in its – visibly – finest form. It is also one of the biggest challenges in formwork engineering. Reliably producing concrete of istheconcrete desired infair-faced concrete category greatof experience working with the right engineering. formwork equipment. If the aim is to Fair-facedfinishes concrete its – visibly – finest form. Itrequires is also one the biggestinchallenges in formwork Reliably producing achieve an immaculate appearance, then having the right formwork sheets is important for achieving the best concrete finishes. concrete finishes of the desired fair-faced concrete category requires great experience in working with right formwork equipment. If the aim is to achieve an immaculate appearance, then having the right formwork sheets is important for achieving the best concrete finishes.

Boards, rough-cut

Boards, planed

Boards, rough-cut Boards, Texture planed sheet Texture 3-SO sheet 3-SO Features: Features: rough, board-type surface smoothFeatures surface with proFeatures: Features: (in addition Features to 3-SO (in addition to 3-SO structure with dark-coloured nounced wood texture rough, board-type surface smooth surface with27pro21 mm and 21 mm): mm and 27 mm): dark-coloured concrete with dark-coloured structure nounced woodconcrete texture brushed surface–brushed surface lighter after several repeat uses lighter after repeat dark-coloured concrete –extra varnish concrete extraseveral varnish sealant on one sealant on one very strong uses after lighter after absorbency several repeat uses lighter sideseveral repeat side low pore board-like formation character hardlystrong any pores on the archivery absorbency uses created board-like character created knots, resin pockets, grooves etc.by recessed tectural surface low pore by formation hardly any pores on the archirecessed (resultsgrooves in (results in knots,texture resin pockets, cause varying absorption knots, resin pockets, tectural surface Influencing the surface andetc.colour shade with formwork components. ribbed finish)etc.ribbed finish) cause varying absorption behaviour knots, resin pockets, etc. cause varying absorption very low absorbency very low absorbency wood sugar sometimes behaviour cause varying absorption behaviour normal pore formation normal pore formation wood prevents concrete hardening wood sugar sometimes Fair-faced concrete is concrete behaviour in its –sugar visiblysometimes – finest form. It is also one of the biggest challenges in formwork engineering. Reliably producing light-coloured concrete light-coloured concrete dust formation on the surface prevents concrete hardening sugar sometimes prevents concrete hardening concrete finishes of the desiredwood fair-faced concrete category requires great experience in working with the right formwork equipment. If the aim is to wood then fibres may be left behind formation on the surface prevents concrete hardening achieve an immaculate appearance, having the right formwork sheets is important for achieving the bestdust concrete finishes. on the surface wood fibres may be left behind

Form-facing – to give the fair-faced concrete surface its visual impact

Dokaplex formwork Dokaplex sheet formwork sheet Features: Features: crosswise glue-bonded birch crosswise glue-bonded birch plywood plywood identically phenolic resin- phenolic resinidentically coated on both coated sides on both sides used in wall andused floor-slab in wall and floor-slab formwork formwork sheet for smoothsheet fair-faced for smooth fair-faced concrete surfaces concrete surfaces cut edge is sealed cut edge is sealed low absorbencylow absorbency structureless surface structureless surface normal pore formation normal pore formation light-coloured concrete light-coloured concrete

on the surface

Formwork sheet 3-SO Boards, rough-cut Formwork sheet 3-SO Features: ply sheetFeatures: (spruce) made of Features: rough, board-type surface crosswise glue-bonded ply sheet (spruce) madetimbers of structure with dark-coloured low proneness to cracking, crosswise glue-bonded timbers due to theconcrete thinner face layers low proneness to cracking, lighter after several repeat uses glue-coated surface due to the thinner face layers very strong absorbency boilproof, alkali-proof, glue-coated surface water hardly any pores on the archiand weathering-resistant boilproof, alkali-proof, water tectural surface glue-bonding and weathering-resistant knots, resin pockets, etc. slight board-type surface glue-bonding cause varying structure (depending onabsorption timber slight board-type surface behaviour moisture content) structure (depending on timber woodand sugar sometimes used on wall moisture content) floor-slab prevents concrete hardening formwork used on wall and floor-slab wood fibres may be left behind consistently high timber formwork on the surface quality consistently high timber smooth concrete faces quality uniform concrete faces smooth slightly absorbent surface uniform concrete faces low poreabsorbent formationsurface slightly Formwork sheet 3-SO

6 | Fair-faced concrete 6 | Fair-faced concrete

low pore formation Features: ply sheet (spruce) made of crosswise glue-bonded timbers low proneness to cracking, due to the thinner face layers glue-coated surface boilproof, alkali-proof, water and weathering-resistant glue-bonding slight board-type surface structure (depending on timber moisture content) used on wall and floor-slab formwork consistently high timber

ProFrame panel Boards, planed ProFrame panel Xlife sheet Xlife sheet Features: Features: 3-ply formwork of Features: Features:sheet made Features: smooth surface with prospruceformwork 3-ply sheet made of birch crosswise glue-bonded crosswise glue-bonded birch nounced wood texture used particularly spruce plywood often forplywood dark-coloured concrete – constructional applications used particularly often forforce-orientated force-orientated glue-bonding glue-bonding lighter after several repeat urea-melamine resin adhesive constructional lines applications lines uses surface with extra adhesive PUfront (concrete-facing urea-melamine resin frontan(concrete-facing side) side) low pore formation varnish sealant sanded surface with extra PUand and an rearlayer covered with plastic rear covered with plastic knots, resin pockets, with corundum on etc. varnish sealant layer sanded skin particles skin cause varying absorption one side with corundum particlessurface on non-absorbent non-absorbent surface behaviour boilproof and weatheringone side sheet for smoothsheet concrete for smooth concrete wood sugar sometimes resistant surfaces glue-bonding boilproof and weatheringsurfaces prevents concrete hardening high-quality all-round resistant high glue-bonding numbersTPU ofhigh repeat uses of repeat uses numbers dust formation on the surface edge protector screwed ontoTPU panel fromonto rear panel from rear high-quality all-round screwed uniform concrete faces, with pore formation normal pore formation normal edge protector slight wood texturefaces,concrete light-coloured light-coloured concrete uniform concrete with is used in Framax Xlife, inAluis used Framax Xlife, Aluslight wood texture Framax Xlife, Frami XlifeXlife, and Frami Xlife and Framax Column formwork KS Xlife Column formwork KS Xlife available as panel loose sheetsas loose sheets available ProFrame

Features: 3-ply formwork sheet made of spruce used particularly often for constructional applications urea-melamine resin adhesive surface with an extra PU varnish sealant layer sanded with corundum particles on one side boilproof and weatheringresistant glue-bonding high-quality all-round TPU edge protector uniform concrete faces, with

Xface sheet Xface sheet Features: Features: crosswise glue-bonded birch crosswise glue-bonded birch plywood plywood side has concrete-facingconcrete-facing side has hard-wearing hard-wearing synthetic resin synthetic resin rear is phenolic-resincoating; rear is coating; phenolic-resincoated coated non-absorbent surface non-absorbent surface for smooth concrete sheet for smoothsheet concrete finishes finishes normal pore formation normal pore formation light-coloured concrete light-coloured concrete available available as loose sheetsas loose sheets screwed onto the panel from screwed onto the panel from the rear the rear used in timber-beam used in timber-beam formwork, formwork, tableforms and tableforms and timber-beam timber-beam floor formwork floor formwork

The formwork is critical in the visual appearance of concrete and it is the most important element of the finishing process. As concrete itself is a liquid rock that has no shape or form, it need to be placed into mould and confined by formwork to shape into elements such as walls, columns and floors. The surface of formwork that contacts with the wet concrete imprint texture, smoothness or roughness of the formed face and gives the concrete its surface quality. There are different kind of formwork surfaces in order to create different textures on concrete. Information on the left are some of the examples of formworks and textures from Doka that compose a fair-faced finishes. Some can create veneer texture through timber layer while some can form patterns . Therefore, the surface of the material need to be clean to imprint the patterns.

Fair-faced concrete Fair-faced |7 concrete | 7

Fair-faced concrete brochure, Doka GmbH

•

110 •

Provide details to the CA 5 days before erecting temporary works. Full design details, drawings and calculations, are required for comment by the Engineer for all temporary support systems. Three paper copies of all details for comment are to be issued allowing ten working days for preparation of comments by the Engineer. LOADINGS Requirement: Design and construct formwork to withstand the worst combination of the following: - Total weight of formwork, reinforcement and concrete. - Construction loads including dynamic effects of placing, compacting and construction traffic. - Wind and snow loads.

120X FORMWORK DETAILS • All timber used in formwork shall have a valid Forest Stewardship Council (FSC) 'Chain of Custody Certificate' or other documentary evidence (which has been or can be 25400 Confetti CQ independently verified) of its source and supply chain as agreedE20 withFormwork the CA. for in situ concrete • Provide the following: Details of forms for all 'fair faced' visual concrete finishes shown on drawings,(FINE alongSMOOTH) with a method statement indicated the approach needed to achieved the 630X SPECIAL FINISH/FF1 required standard of finish, comment from the design team. Contractor to allow for All 'fair faced' wallforsurfaces. • Location: input into formwork design by the design To the match the sample image given in theteam. tender pack. Formwork panels and layouts • Finish: are to be agreed by the design team - contractors are to make allowances for the design to make proposals for formwork layouts. 124N team FALSEWORK Special requirements: • Falsework shall comply with the requirements of BS 5975: 2008 Code of practice for It is works envisaged this finish willthe require double-layered plywood shuttering, with a resin temporary procedures and permissible stress design of falsework and HSE faced top layer, and lapped joints. Whole use sheets plywood are be used as Construction Information Sheetformwork No 56: Safe erection, andofdismantling of to falsework far as is possible. Contractor's 125N SHOP DRAWINGS proposals and method statements for this finish are to be discussed with the design team.shop drawings for the following: All visual concrete and allow for fully annotated • Provide Contractor to allow for inspection of forms by CA before rebar is fixed, and make the- input from the isdesign team. arrangements for this in advance to prevent delaying pours. All formwork must be thorough cleaned with plastic faced tools, and is to be 127N PROJECTING FORMWORK protected from rain and standing water on site. No metal must be in contact with the • Where adjacent concrete elements have connecting reinforcement at construction joints formwork face. projecting through suitably designed formwork. leave reinforcement Cuts to formwork are to minimised, but where necessary must be made with sharp • The ends of the projecting bars are to be covered for safety. saw blades, with no tearing or damage to edges . • Permissible deviation of surfaces: 19 Dec 2016- Sudden irregularities (maximum): 1 mm. Ver. 1 E20 / 1 - Gradual irregularities (maximum): 3 mm when measured from the underside of a 1 m straightedge, placed anywhere on surface. • Variations in colour: - Permitted: Those caused by impermeable formwork linings. - Not permitted: Those caused by contamination, grout leakage, leaching of tannins from formwork, inconsistent concrete mix, staining of the formwork, and replacement of formwork panels. • Cover spacers: To be the concrete type, in a colour matching the proposed mix . • Surface blemishes: - Permitted: Blowholes less than 5 mm in diameter and at an agreed frequency. - Not permitted: Voids, honeycombing, segregation and other defects. • Formwork tie holes: In a regular pattern to be agreed by the design team, and filled with matching mortar . 750 •

According to the structural specification document, the formwork this project using is a double layered plywood to create a fair-faced finish. The timber should be in qualified to FSC which ensure the sustainability of the whole project, even in its construction process. The concrete finish of TWA flight centre is used as a precedent and being record in a document by the architect. This is to visualize the appearance of building to the client. The photos on the right shows the process of using shuttering and formwork to form the concrete walls.

ARRISES, MARGINS AND JUNCTIONS Requirements: Arrises are to have a 15mm, 45 degree chamfer..

19 Dec 2016

Ver. 1

E20 / 6

9.6

P RECEDENTS:

PHILLIP EXETER ACADEMY LIBRARY

â&#x20AC;&#x153;The quality of concrete work will largely determine PROJECT BRIEF LOCATION: Exeter, USA

the quality of architectureâ&#x20AC;?

Louis Kahn

ARCHITECT: Louis Kahn YEAR OF COMPLETION: 1972

CONSTRUCTION The concrete work was left both uncovered and untouched once the formwork had been removed. The holes and the joint of the formwork became part of the visual effects on concrete surface. The architect carefully designed every form panels and tie and ensure the contractors are able to follow his design as well as avoiding bugholes and honeycombing in the finished concrete.

INTRODUCTION: The building has brick wall on the exterior, covering the reinforced concrete structure in the interior. Staircases and walls in the central hall are made of concrete. It provides workspaces for students and houses books and rare collections. (Phillips Exeter Academy, n.d.)

This preserves the natural finish of the material without using any other materials to furnish the concrete after the formwork had taken down and shows that mindful design on formwork can create aesthetic effects on concrete finishes. 86

9.7

P RECEDENTS:

ABERDEEN LANE CONSTRUCTION FORMWORK: Brich plywood sheets that have sanded and coated with two layers of lacquer before arrive on site.

PROJECT BRIEF LOCATION: Islington, London ARCHITECT: Azman Owens Architects YEAR OF COMPLETION: 2003 INTRODUCTION: The house is designed for a family of six to establish a residential neighbourhood in a lane that dominated by workshops and studios. It is built in wall-to wall insitu concrete with marble smooth finish, giving a clean and seamless surface.

PROCESS: Panels are lightly oiled with high-performance chemical release agent and screw fixed to the back of them. The strong backs and waling to support the form were designed with no tie bolts over the body of the form work. These all minimize the roughness on the formwork and allow the concrete to dried without surface obstacles. The surface is then sanded and polished.

9.8

F INISHES

TYPES

The structural and civil engineering consultancy, Price & Myers specify the finishes of Insitu concrete according to the British Standard. It is in the section of E41 , indicating the application of each type of finishes for the contractors to follow and refer to specific documents. 25400 Confetti CQ

E41 Worked finishes to in situ concrete

E41 Worked finishes to in situ concrete To be read with Preliminaries/ General conditions. NOTE New clauses that have been added to the standard NBS are identified with the suffix N. Clauses where an editorial change has been made are identified with the suffix X. 210 •

TAMPED FINISH Surface on completion: Even array of parallel ribs.

310X SMOOTH FLOATED FINISH To receive levelling screed • Surface on completion: Even with no ridges or steps. 520X SURFACE SEALER For exposed concrete walls and columns • Manufacturer: Nufins. - Product reference: Curecote Super Acrylic Curing Membrane. • Substrate: - Moisture content: As recommended by sealer manufacturer. Test relative humidity to BS 8203, Annex A where required to verify suitability. - Condition prior to application: Cured, clean and free from contaminants. • Application: As recommended by manufacturer.

1 TAMPED FINISH

It is created by raising and lowering a beam or a brush on the surface of concrete to create a rough surface with even ridges. It is commonly used in traffic roads construction.

2 SMOOTH FLOATED FINISH

It is produced by a timber or trowels of steel that create a smooth surface. It is usually used in internal space as the smooth concrete surface might become slippery when it is wet. 88

Technical Datasheet Curecote Super Acrylic Curing Membrane Description Curecote Super is a clear styrene acrylic curing and sealing compound designed for application to freshly cast concrete to provide a highly efficient curing membrane. The applied coating remains on the concrete surface to provide a dust free abrasion resistant surface which readily accepts the application of many subsequent finishes. Curecote Super may also be used as a clear sealer on aged concrete to dustproof and provide a surface which is more easily cleaned.

Advantages



Cures and seals concrete in one application.



Prevents dusting of concrete surfaces.



Inhibits efflorescence and acts as an anti-carbonation

Nufins, Kingston House, 3 Walton Road, Pattinson North, District 15, Washington, Tyne & Wear. NE38 8QA 13 0086-CPD-594215

Applications



Curing agent and sealer for new concrete floors which will

EN 1504-2 Surface protection system for concrete Coating

subsequently receive a coating.



Anti-carbonation coating.

Permeability to Water Vapour



Curing agent for concrete cast from formwork.



Curing agent and sealer for freshly cast concrete Components.



Class 2

Adhesive bond strength

≥0.8 MPa

Dangerous substances

Complies with 5.4

Dust proofing/sealer for aged concrete floors.

Technical Information Coverage Curing Efficiency Recommended Spray Pressure

3 POWER FLOAT TREATMENT

It is a method at achieved by using machine,troweller, instead of human power. It provides a direct finished wearing surface that leaves a smooth and very dense surface. It is only suitable for internal usage.

5-6m²/litre

Viscosity

50 centipoise

Over 80% efficient when tested to ASTM 309

Flow Cup

15 Seconds @20oC, B4 Ford Cup

Typically 50-60 psi (3.3-4.0 BAR) Minimum 40 psi (2.7 BAR)

S.G.

0.9

Permeability to Carbon Dioxide

sD >50m

A Head Office: Kingston House, 3 Walton Road, Pattinson North, Washington, Tyne & Wear, UK T: +44(0) 191 416 8360 F: +44(0) 191 415 5966 W: www.nufins.com E: info@usluk.com

It is applied after the concrete is hardened and dried completely. The building used the product of an acrylic curing membrane for sealing the surface of concrete walls and columns.

0086

coating.

SURFACE SEALER

According to the information of the manufacturer, Nufins, it provides a curing membrane that provide a dust free resistance surfaces that ready to accept the application of other subsequent finishes anti-carbonation coating. The contractors should follow the instructions and suggested applications of the manufacturer in order to apply the product correctly and use its full potential.

Company Issue: 1/2018

9.9

S ANDING

The following show the treatment after the formwork is taken down. The insitu concrete is sanded in this project to give a fair faced finish to the columns, walls and slabs. Ideally , the project team want the pre-cast concrete staircases follow the fine finishes of the insitu concrete. However, the quality of staircases are not as expected, RAW FINISH

it appears as a raw finish as those on the insitu concrete before sanding. It is not acceptable as the staircases are made of pre-cast concrete, meaning that it is manufactured off site and the manufacturer should have more flexibility in doing a fine finish on them. The quality differences make the aesthetic of elements in the design not unified. Therefore, further sanding are required to modify the finish, leading to an extra task in the programme.

BEFORE SANDING

This demonstrates that finishes can affect the appearance of a building even though they are made of the same material. Therefore, a design is not just stating the material of a certain element of building but also the details of treatment and formation of the material. Otherwise, contractors and manufacturers might have different interpretation and the building is not able to have the expected result as the design. FAIR FACED FINISH (WALL & FLOOR)

FAIR FACED FINISH (COLUMNS)

AFTER SANDING

REAL QUALITY RAW FINISH

EXPECTED QUALITY FINE FINISH

9.10

EFFLORESCENCE

SURFACE DISCOLOURATION

CAUSES

GROUT LOSS

& BLEMISHES

Movement of formwork at those locations that the support system are not rigid enough to resist the hydrostatic pressure of the wet concrete

Early removal of the formwork when the concrete has not fully hardened and occurs in cold, damp conditions

Concrete is poured directly onto the fair face formwork near the top and is allowed to travel down the face to the bottom of the pour or rust stain causing by acid.

SOLUTION EFFECTS

S TA I N S

A skin of concrete mortar has hardened over the joints or the concrete is bare and honeycombed between panels

Surface discolouration of white efflorescence and lime stain over the concrete surface

Patches and flow lines appear on the surface in different colour or tone as the normal concrete surface colour.

The formwork should brace and secure the corners to prevent movement

The formwork should be maintained in place until the concrete has achieved 10N (Newton)

Wash with dilute hydrochloric acid or sand down with fine sandpaper

9.11

SOLUTION

EFFECTS

CAUSES

D E T E R I O R AT I O N

METAL CORROSION

ALKALI- SILICA REACTION

FREEZE-THAW

Oxygen or water exposure of steel, corrosive chemical environment surrounding reinforcing steel & improper placement or concrete coverage of steel reinforcement

A chemical reaction between the alkali in cement and high-silica content aggregate forms a gel around the aggregate which prevents proper bond between them

Extreme cold weather might freeze the moist in concrete and produces pressure in the capillaries and pores of the concrete. If the pressure exceeds the tensile strength of the concrete, the cavity will dilate and rupture.

When steel corrodes, the resulting rust occupies a greater volume than the steel. This expansion creates tensile stresses in the concrete, which can eventually cause cracking and spalling

In the presence of water, the gel expend and creates tension cracking around surface. Thus, promotes water intrusion which can lead to metal corrosion and spalling

Aggregate can eventually cause significant expansion and cracking, scaling, and crumbling of the concrete

• Using concrete with a low water-to-cement ratio • Adequate concrete cover over steel reinforcement

Select aggregates and silica content carefully in the concrete mix can help preventing the event

• Using high-strength concrete mix designs that incorporate air-entraining admixtures • Specialty coatings and water repellents can also minimize water absorption 92

Roof terrace balustrade guarding as spec ref L30.560

Ea B

310

3457

Detail E - 300

Roof-Terrace Floor 55.324

Detail A - 300

Stair 1 Drawing 310

Detail G - 300

2750

3400

Metal Stud and Plasterboard partitions as spec ref K10.115 W 02

W 16

X501 COMPUTER SUITE

X502 COMPUTER SUITE

X508 STAIR 1

X509 STAIR 1 LOBBY

Fifth Floor 51.924

19 18 17 16

Detail B - 300

Detail F - 300

14 13 12

3230

2945

10 9 8

X401 COMPUTER SUITE

X402 COMPUTER SUITE

X408 STAIR 1

6 5

X409 STAIR 1 LOBBY

4 3 1

19 18 17 16

Detail C - 300 13

3230

2945

23151

12 11

3230

W 13

X301 COMPUTER SUITE

W 09

X302 COMPUTER SUITE

X308 STAIR 1

5 4

X309 STAIR 1 LOBBY

3 Third Floor 45.464

Third Floor 45.590

DRAWINGS

20 19 18 17 16 15 14 13

3234

W 05

2949

3400

M AIN

15 14

10 9 8

This section includes some of the reduced printouts of the main drawings produced by the architect.

X201 LRC

X208 STAIR 1

7 6 5

X209 STAIR 1 LOBBY

Second Floor HE Second Floor 42.320 42.230 42.200

3 2

Ground Floor 42.064

Second Floor CONFETTI 41.820

20 19 18 17

Detail D - 300

16 15 14 13

3300

2890

11 10 9 8 7

X101 CAFE First Floor 38.930

X108 STAIR 1

Timber stage platform

First Floor HE 39.060

X109 STAIR 1 LOBBY

4 3 2

Ground Floor 38.764

1 20 First Floor Confetti 38.360

19 18 17 16

Detail H - 300

Detail K - 300

15 14 12

3300

11 10

2700

3300

Timber stage platform

Fourth Floor 48.694

9 8

X101 RECEPTION

7 6

ED 02

X008 STAIR 1

X009 STAIR 1 LOBBY

X005 WC LOBBY

Ground Floor Ground Floor HE 35.630 35.630

35.440

Ground Floor 35.464

Detail O - 301

Ground Floor Confetti 34.740

Lower Ground Floor 32.800

GENERAL

2806

1736

100 148

420

2740

837

X004 MTG 2 8 m2

ED 03

1135

2597.5

3947.5(17 1/2 bricks)

U/S 2.76

AVCL

SP 2.23

CH 3.36

U/S 2.78

SH 0.19 HH 3.03

1in12

AVCL

Wall Construction - Brickwork Outer / RC Wall Inner 102.5 Black Brick as F10/110, 50mm cavity 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Rainscreen Insulation Exposed concrete finish Existing Wall HE Centre 215mm Existing Solid brick wall 25mm cavity depth Metal studs at 600mm centres - K10/165A 12.5mm Plasterboard

Existing Wall Confetti Insulation to be agreed with Structural Engineer Exposed concrete finish

K J II H G

24/08/17 18/08/17 30/05/17 17/08/17 30/05/17 12/05/17

MLD MLD MLD MLD MLD MLD

F E D C B A

19/01/17 10/01/17 23/12/16 09/12/16 30/11/16 25/11/16

Change to doors and Stair 1 Lobby Spec Refs added Amendments to drawings Amendments to drawings Amendments to drawings Amendments to drawings

MLD MLD MLD MLD MLD MLD

DESCRIPTION

REV. DATE

Type 1

PARTITION Wall Type 1 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fixed to one side, 92mm C studs with 50mm Isover between studs. Skim finish to both sides of partition.

Type 2

PARTITION Wall Type 2 1no. Layer of 15mm Soundbloc either side of 92mm C Studs with 50mm Isover APR between studs. (Use 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition.

Type 3

Type A

Type 1*

Amendments to substation and meeting room layout Amendments to substation layout Amendments to substation layout Change to the slab edge following the Cladding & Windows info. Amendments to Stair 1

MLD MLD MLD MLD

1.50 in A1 201R

PARTITION Wall Type 1 - without16mm Resilient Bar

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group PROJECT

Confetti CQ Campus 60 minutes fire resistance Wall

Plasterboard on dabs to achieve min 60 minutes fire rating Existing wall

Movement joint

14 13 12 11 10 9 8

503.5

497

Wall Construction - Brickwork Outer / SFS Inner 102.5 Black Brick as F10/110 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns Wall Construction - Blockwork Outer / SFS Inner 100mm fairfaced medium density blockwork - F10/225 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board 150mm SFS Zone, Filled with RW45 Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim + exposed concrete columns

DH 2.05

HH 2.05 SH 0.87 DH 2.05

04/01/18 19/12/17 08/11/17 18/09/17

Architects, Landscape & Interior Design

4959

HH 2.05 SH 0.87

190

O N M L

1 6-20 Bath Street, Nottingham NG1 1 DF

6128

PROPOSED GROUND FLOOR GA PLAN -1:50 Key Walls

7718

E Ground Floor 35.440

X017 PLANT ROOM 30 m2

32.78

U/S 3.14

1492

ED 04

MLD

eq.

1646

29/01/18 Amendments to internal doors ID008 MLD 16/01/18 MJ, CFB, Bricks setting out and downpipe position added MLD Amendments to internal wall partitions,dimensions updated

GROUND FLOOR PLAN

H003

3562

Col

llery H002 Ga CH 2.99

223 3 SCH 2.8

Ground Floor 35.630

FFL 35.44

2279

C 222

CH 2.99

ID 019

CH 2.76

35.47

X010 STAIR 2

Lift

14/02/18 Amendments to internal partitions

Q P

1800

X011 STAIR 2 LOBBY

Ground Floor 35.048

3751

3491

SH 0.88 HH 2.97

DH 2.04

SH 0.86 HH 2.03

U/S 2.27

DH 2.05

FFL 35.63

AVCL

215

eq.

THL 35.64

point Insertion

STN/142 35.51

Ground Floor 35.630 10

ID 018

1700 1184

35.048

X020 MTG 3 9 m2

5 U/S 2.37

ED 14

Ground Floor 34.740

Ground Floor 35.630

ID 017

314

X014 SERVER 16Ground m2 Floor

Ground Floor 35.048

1010

3a ID 010

NEW IS 004 3532

Type 1*

X002 MTG 1 9 m2

1184

3471 2778

ID 021

1532

535

763 5

ID 015

768

148

Type 2

ID 012

2000

2617

800 1135 1095 400 800

221

X012 clnrs cpbd 3 m2

IS 003

148

32.86

X018 Staff Corridoor

X018 NEW STORE (86m2)

Type 1*

221 B

2950

ID 016

2000

IS 002

Ground Floor 35.048

ID 009

Ground Floor 35.630

1736

2810

Mechanical riser

Type 1*

3248

35.61

1092

Type 1*

ID 011

X015 COMMS 13 m2

140

11857

2000

324

224

1496

1110

252

4642

1696

1000 1200

10932

400

1215

1010

338

ID 022

3574

Ground Floor 35.630

1225

422

X003 OFFICE 26 m2

312

1010

3070

925

640 800

220

600

3650

A 3554

600

Indicative location of reception desk by others

1500

ID 014

ID 013 1736

HH 2.98 SH 1.1 5

W 01

34.63

314

Type 1*

1100MM HIGH

ir Storag Under Sta

Electrical riser

1in10

3306

400

1178

X019 Mtg cpbd

450

1930

Secure line

5789 LOWWALL

1in15

Ground Floor 35.630

CH 2.84

2552

36.60

DH 2.03

IS 001

DH 1.97

- 3steps

1in12

1184 ID 008

1343

400

1854

400

ID 007

34.828

3545

Ground Floor 35.048

1in12

3390

Type 1*

UP 82

1656 138

1828

4596

1500

34.910

- 3steps

1010

5000

Ground Floor 35.464

CH 3.68

1202

2500

34.71

220 A

CH 3.39

34.910

34.68

Ground Floor 35.630

1010

234

1110

496 400

.48

311

Type 1*

et MMC cabin

In Abeyance

820

1408 ID 006

3546

ID 003 ID 002

U/S 3.1 4

Floor

35.464

100

ID 005 499

walls 500 300

ID 001

Ground Floor 35.464

X009 STAIR 1 LOBBY Type 1*

8 STN/12 36.04

X001 RECEPTION 130 m2

X005 WC LOBBY

1979

410

3700

- 3steps

CH 2.37

1010

Ground Floor 35.048

34.74

4742

ID 004

15 m2

Type 1*

.50

X008 STAIR 1

2 17 mGround

FFL

Ground Floor 35.464

34.69

X006 WC CHANGING (MALE WC)

10 9

X007 WC CHANGING (FEMALE WC)

.76 1600 34

W 01

DH 2.1 0

Type 1*

34.910

ork 140 Blockw

3200

Type 3

310

DH 2.05

X016 SUBSTATION 20 m2

X013 CONTROL ROOM 8 m2

5038

Ground Floor 35.464

34.66

W 03

1000

34.69

ED 02

34.61

9215

Step +0.04

ED 12

3546

ED 01

300 bricks)

0 to Fit approx. 250

552

1810

W 02

bricks)

300

1000

923

1/2 6413 (28

34.74

2000

E 15740(71

34.70

1000

2951

03 5 123 10 579 19

1000

1200

400

800

600

3160

A - 306

34.82

10534 1000

35.20

Ground Floor 35.300

Plan Detail

Ground Floor 35.600

4452

bricks) 9215(41

4550

34.90

See drawing 2588-306 for recessed downpipe details

D 301

6752

421

35.10

35.09

35.71

35.70

35.60

35.46

35.20

1492

35.24

35.32

1646

e ng out Lin Bricks Setti

330

422

35.00

G 223

3562

C 222

.12

35.46

35.63

35.80 B

2279

35.28

35.86

35.91 A

ARRANGEMENT DRAWINGS

2176

10.1

Bricks Setting out Line

ID 001, etc W001, etc ED01, etc IS01, etc

- Internal Door Codes (Refer to drawing 320) - Window Codes (Refer to drawings 322-323) - External Door Codes (Refer to drawings 323) - Internal Screene Codes (Refer to drawings 321)

DRAWING

Ground Floor GA Wall Types and Setting Out PROJECT NUMBER

SCALE

DATE

2588

1:50 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

201

Construction MLD

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

Final setting out of Roof-Terrace to be confirmed : Top of Coping 58.922

Roof terrace balustrade guarding as spec ref L30.560

3562

1646

1492

310

4550

5- Balustrade System to be confirmed by client 2951 Ec Ed

4452

3599

2279

443.5

2- Terrace Roof System build-up + Thermal performance, Roof Falls, Drainage to be confirmed following details from Roof subcontractor

497

Detail A - 300 Top of Coping 55.775

Detail E - 300

SSL 55.024

JT3 .5x35 35 JT3 .5x35 35

Top of Coping Top of Masonry 55.547 55.462

Roof-Terrace Floor 55.324

GENERAL NOTES

MJ (1 9.200) 54.647

External Curtain Walls Various Systems - refer to windows schedule Drawings CFB 322-324 U-Value = 0.15W/m2K G-value of glass = 0.35

Stair 1 Drawing 310

Type 2

Top of Coping Top of Masonry 53.447 53.362

Type A

2750

3400

Type 2

X501 COMPUTER SUITE

Detail B - 300

Detail I - 300

Detail G - 300

X502 COMPUTER SUITE

X508 STAIR 1

Fifth Floor 51 .924

X509 STAIR 1 LOBBY

X504 FIFTH FLOOR TERRACE

SSL 51 .624

MJ (1 6.200) 51 .647

18 17 16 51 .074

Type 2

CFB

Type 2 Detail F - 300

50.394

2945

10 9 8

Type 1

X402 COMPUTER SUITE

X408 STAIR 1

6 5

49.374 4

Detail C - 300

X409 STAIR 1 LOBBY

X404 SEMINAR ROOM

Existing Confetti Building

2 1

MJ (1 3.275) 48.722

48.694 19 18

Proposed masonryCFB to be built off existing gable - cut bricks to be removed to start new wall New step + cover Flashing to abutment to color match brick as H27 - 440

17 16 47.844

Type 2

Type 1

Type A

12 11

3230

47.1 64

3230

2945

23293

9 8

X301 COMPUTER SUITE

X302 COMPUTER SUITE

X308 STAIR 1

46.1 44 4

X309 STAIR 1 LOBBY

3 Third Floor 45.590

Detail J - 300

X304 SEMINAR ROOM Timber stage platform

2 45.464

MJ (9.750) 45.1 97

19 18 17 16 44.444

19200(256 bricks)

Fourth Floor 48.694

X401 COMPUTER SUITE

Floors Construction (1st, 3rd, 4th, 5th) -275mm concrete deck to Structural Engineer's details -10mm latex levelling screed - Vinyl floor finish as floor finishes drawings 401-402

3230

Type A

Detail L - 300

Third Floor 45.464

51 .924

Type 2

CFB

Type 1

Type 1 Type A

16200(216 bricks)

3400

2949

3234

12 43.764 10 9 8

X208 STAIR 1

6 5

42.744

X209 STAIR 1 LOBBY

Detail D - 300

X204 SEMINAR ROOM 13275(177 bricks)

X201 LRC

Second Floor HE Second Floor 42.320 42.230 42.200

2 1

Second Floor CONFETTI 41 .820

42.064

MJ (6.525 41 .972

41 .964

20 19 18 16 41 .074

Ground Floor 41 .820

Type 2

8 7

Detail H - 300

Detail K - 300

X108 STAIR 1

Timber stage platform

39.424

X109 STAIR 1 LOBBY

X104 SEMINAR ROOM

12/05/17 Amendments to drawings following the Topo Survey and SE info 23/01/17 Stair 1 amended 10/01/17 Spec Refs added 23/12/16 Amendments to drawings

MLD

REV. DATE

1.50 in A1 220I

MLD

MLD MLD MLD

DESCRIPTION

3 2 1

38.764

38.764 20

38.568

First Floor Confetti 38.360

MJ (2.997) 38.297

18 17 16 37.774

Type 2

6525(87 bricks)

First Floor HE 39.060

9750(130 bricks)

X101 CAFE First Floor 38.930

3300

2897

3300

40.41 4

MLD MLD MLD MLD

C B A

Type 1

I H G F E

CFB

Refer to GA Floor Plan drawings (2588 201-207)

Type 2

SECTION AA

Ground Floor 38.360

Architects, Landscape & Interior Design

Type 2

1 6-20 Bath Street, Nottingham NG1 1 DF

3300

37.1 1 4 10

2700

2850(38 bricks)

3300

9 8 7

X101 RECEPTION

Detail O - 301

X008 STAIR 1

6 5

36.1 24

X009 STAIR 1 LOBBY

X005 WC LOBBY

X007 WC CHANGING (FEMALE WC)

X013 CONTROL ROOM

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group

Ground Floor Ground Floor HE 35.630 35.630

35.440

Ground Floor 35.464

35.464

Level (0.00) 35.447

PROJECT

Confetti CQ Campus

Ground Floor 35.048

SSL 34.985

Ground Floor 34.770

Ground Floor Confetti 34.740

DRAWING

GA Section AA

Lower Ground Floor 32.800

2279

3562

1646

1492

4550

4452

2951

6752

PROJECT NUMBER

SCALE

DATE

2588

1:50 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

220

Construction MLD

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

6752

2951

300 F

5738(25 1/2 bricks)

Top of Coping 58.922

Ec MJ

300 E

4452

2587(11 1/2 bricks)

Top of Coping Top of Masonry 58.622 58.537

Top of Masonry 58.837

Top of Masonry 55.462

Roof-Terrace Floor 55.324

Top of Coping 55.547

CFB

SSL 55 .024

X102 KITCHEN 19m GRAB AND GO

MJ (1 9.200) 54.647 X112 clnrs cpbd

3400

CFB Top of Masonry 53.362

Top of Coping 53.447

W 20

MJ W 02

1523 MJ (1 6.200) 51 .647

3230

CFB

W 18

W 14

MJ (1 3.275) 48.722

Fourth Floor 48.694

Second Floor HE Second Floor 42.320 42.230 42.200

41.70

MJ (9.750) 45 .1 97

CFB

(216 bricks)16200

45.31

(256 bricks)19200

Third Floor 45.590

3234

Third Floor 45.464

Advertisement Hoarding

Second Floor CONFETTI 41 .820

MJ (6.525 41 .972

3300

(130 bricks)9750

CFB

40.49

First Floor 38.930

First Floor HE 39.060

(87 bricks)6525

Advertisement Hoarding

MJ (2.997) 38.297

m o (38 bricks)2850

3300

First Floor Confetti 38.360

Ground Floor Ground Floor HE 35.630 35.630

Ground Floor Confetti 34.740

34.68

34.33

34.16 ED 1 0 Lower Ground Floor 32.800

220

WEST ELEVATION ALONG CONVENT STREET - 1:100

221

Top of Masonry 58.837

Top of Masonry 59.662

3649

Top of Coping 58.922

3554

2950

Top of Coping 59.747

Top of Coping 58.922

222 C B

Top of Coping 55.775

W 09

W 13

W 05

W 01

ELEVATION 1

ED 01

ED 02

35.464 35.287

35.78

34.95

6752

ED 1 2

ED 1 3

33.85

W 03

Level (0.00) 35.447

35.440

m W 06

(177 bricks)13275

46.80

Roof detail not fully Visible from ground level

3230

23293

CFB

46.74

301 D

Top of Coping 59.747

W 16

Fifth Floor 51 .924

49.84

t n

Top of Masonry 59.662

9215(41 bricks)

X114 NEWRAISED COURTYARD

X103 CAFE SERVERY 80 m

223 G Ea

6740(30 bricks)

ED 09

6525(29 bricks)

X101 CAFE 150 m

void

4550

Eb Top of Coping 58.922

ED 07

3599

X104 SEMINAR ROOM 30 m

2951

4452

330

4550

223 G

222 C

Setting out Line

3599

In Abeyance

W 21 Top of Coping 55 .775

Roof-Terrace Floor 55.324 SSL 55.024

2388

X104 SEMINAR ROOM 30 m

3400

X101 CAFE 150 m

X102 KITCHEN 19m GRAB AND GO

Fifth Floor 51 .924

51.00

3230

W 15

3300

Second Floor CONFETTI 41 .820

First Floor 38.930

First Floor HE 39.060

09/11/17 Amendments to Roof construction and window W06 position

MLD

H G

06/11/17 Incorporating Brickworks setting out 20/10/17 Change to window dimensions following Cladding and SE info

MLD MLD

F E D

11/10/17 Incorporating cladding subcontractors setting out 30/05/17 Drawing status updated to construction 12/05/17 Amendments to drawings following the Topo Survey and SE info 19/01/17 Doors amended 23/12/16 Amendments to drawings 09/12/16 Amendments to drawings

TE MLD MLD

Oversailing lintel

MJ (1 6.200) 51 .647

51.00

CFB

Shelf angle

W 12

C B A

REV. DATE

MLD MLD MLD

DESCRIPTION

MJ (1 3.275) 48.722

CFB

47.89

46.08

MJ (9.750) 45.1 97

CFB

W 01

MJ (6.525 41 .972

Architects, Landscape & Interior Design 1 6-20 Bath Street, Nottingham NG1 1 DF T

01 1 5 841 841 8

design@allanjoycearchitects .co.uk

01 1 5 950 71 61

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group

CFB

W 05

W 04

First Floor Confetti 38.360

MJ (2.997) 38.297

PROJECT

Confetti CQ Campus Elevations Sheet - 1

2850(38 bricks)

3300

DRAWING W 01

Ground Floor Ground Floor HE 35.630 35.630

Level (0.00) 35 .447

35.440

35.79

35.78 35.50

Ground Floor Confetti 34.740

Lower Ground Floor 32.800

Vertical and horizontal cladding joint as elevations and section H43 cladding specification

16200(216 bricks)

N Second Floor HE Second Floor 42.320 42.230 42.200

CFB

9750(130 bricks)

23293 Third Floor 45.590

3234

Third Floor 45.464

3230

Fourth Floor 48.694

12/01/18 MJ, CFB, Bricks setting out and downpipe position added MLD 05/12/17 Amendments to windows W 05- W06- W11MLD W14-W19-W17

19200(256 bricks)

X112 clnrs cpbd

Setting out Line

K J

MJ (1 9.200) 54.647

13275(177 bricks)

void

Cavity Fire Barrier 60 minute fire protection

6525(87 bricks)

X114 NEWRAISED COURTYARD

X103 CAFE SERVERY 80 m

Movement joint

1.50 in A1 230K

ED 1 4

35.11 34.68

3649

3554

220 A

2950

221 4 B

PROJECT NUMBER

SCALE

DATE

2588

1:100 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

230

Construction MLD

This drawing is copyright and remains the property ofAllan Joyce Architects Ltd

SOUTH ELEVATION ALONG LOWER PARLAMENT STREET -1:100

Generally do not scale drawings. All dimensions to be checked on site.

10.2

D E TA I L

DRAWINGS 30

100mm Benchmark Quadcore Karrier Vertically laid or similar fixed with a minimum of 2 Nr fasteners per panel per rail U-Value = 0.18W/m2K

W 13

35mm Benchmark Metallic Recessed Fix Cassette or similar

100 mm Infill SFS fixed to the structure

FFL = 45.464

Aluminium Fixing Plate

W 05

275mm concrete deck to Structural Engineer's details

FACADE SECTION CORTEN CLADDING DETAIL

Curtain Walling System Frameless Window insert to Curtain Walling System

1.20 in A1 301

Mullion fixing to Curtain walling System

Waterproof membrane

FFL = 42.230

Cavity barriers and smoke stop for Curtain Walling to suit site. Bracket Structural Fixing to Structural Engineers Details

FFL = 42.930

Acoustic Insulation

REV. DATE

Perforated Cor-Ten Cassette Screen setback 25mm from adjacent Corten cladding panels

DESCRIPTION

Architects, Landscape & Interior Design 16-20 Bath Street, Nottingham NG1 1DF T

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group

Window pod PIR board and fire rated canister applied insulation

PROJECT

Outer sill flashing with interface to recessed fix cassette

Confetti CQ Campus

FFL = 38.930 30

FFL = 38.930

Corten gutter system with interface to recessed fix cassette

DRAWING

Facade Section Corten Cladding Detail PROJECT NUMBER

SCALE

2588

1:20 @ A1

Jul-16

DRAWING NUMBER

REVISION

STATUS

Preliminary

MLD

301 Facade Elevation

Facade Section Detail 1 - 1

DATE

This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

70 8

70 x 8mm PPC MS Flat Bar neatly welded at joints

General Notes

40mm diameter satin finish SS circular handrail mechanically fixed from below to PPC MS Angle support

1300

8 x 8mm PPC MS Angle Support factory welded to vertical balusters minimum one either end and then equally spaced between at max 1.2m centres

Maintain consistent gap between each section of the balustrade system. 50mm Refer to drawing 314 for location

1000

6mm Treads fixed with countersunk fixings to stringer Vinyl flooring to treads with contrasting nosings as spec L30.250B to treads and risers

Treads and landings from 6mm folded plate to SE details

70x8mm PPC MS balusters welded to top and bottom rails with 150, 100 or 50mm spacings in random arrangement. Layout shown to provide design intent.

250 x 10mm stringer to SE details

Detail Section 03 ( 1.20 )

Detail Section 01 ( 1.10 )

BALUSTRADE DETAILS

70 x 6mm SS Flat Bar notched and welded at join with newels

Detail Section 02 ( 1.10 ) REV. DATE

DESCRIPTION

1.10 in A2 319

Architects, Landscape & Interior Design 16-20 Bath Street, Nottingham NG1 1DF T

0115 841 8418

design@allanjoycearchitects .co.uk

0115 950 7161

www.allanjoycearchitects .co.uk

CLIENT

Confetti Media Group PROJECT

Confetti CQ Campus DRAWING

Balustrade details (Stair 2 HEC) PROJECT NUMBER

SCALE

2588

1:10@ A2

DRAWING NUMBER

REVISION

319 3D View

DATE

Jun-17

STATUS

Preliminary

MLD

3D View This drawing is copyright and remains the property of Allan Joyce Architects Ltd Generally do not scale drawings. All dimensions to be checked on site.

RC DETAILS WALL 1.50 in A1/ 1.100 in A3 By structure engineer: Price & Myers

This drawing is the property of Verteks Associates Ltd and is issued on the condition it is not reproduced, retained or disclosed to any unauthorised person, either wholly or in part without the written consent of Verteks Associates Ltd .

G.1075

A.1075

C.1075

K3.1075

D.1075

A.1075

B.1075

A.1075

B.1075

C.1075

D.1075

A.1075

B.1075

A.1075

K2.1075

B.1075

A.1075

B.1075

A.1075

B.1075

A.1075

C.1075

B.1075

A.1075

C.1075

D.1075

A.1075

B.1075

K1.1075

B.1075

FFL Roof 55 390

IF IN DOUBT ASK DO NOT SCALE THIS DRAWING

Note : Top of parapet to be advised when roof build up has been determined

01 4005

A.1075

Drawing Number top of windpost 57 190

This drawing should be read in conjunction with all relevant design drawings, calculations and system manufacturers instructions. All dimensions are to be checked by the contractor and any errors or omissions reported prior to commencement of any fabrication and/or installation. Any discrepancies are to be notified immediately.

1095

290

1095

300

1095

180

44mm MAX

600

300

1200

900

300

600

900

300

600

300 300

600

300

600

620

305

300

600

300

1200

900

600

300

600

300

1200

300

905

900

300

500 180

600

2750 G.2730

2750 A.2730

Notes :

300

500

900

Dims on panels are to modules.

5th SSL 51 914

180

600

500

180

A.3210

3230

44mm MAX

G.3210

300 300

Denotes fixing reference. Read in conjunction with fixing schedule

180

3230

2750 A.2730

900

Note : Frame width of corner glazing is subject to reveal depth tbc by glazing contractor

3230

600

W12

B.3210

3230

300

A.3210

B.2730

2750

2750 B.2730

600

3230

600

A.3210

300

600

C.3210

530

300 305

2750

A.2730

3230 A.3210

B.2730

K2.2730 3230 K2.3210

600

3230

2750

K2.2730

600

3230

300

K2.3210

600

300

B.3210

2750 B.2730

300

600

3230 B.3210

900

530

A.3210

2750

A.2730

2750 B.2730 B.3210

3230

2750 B.2730 3230 A.3210

3230

2750 B.2730

2750

2750 A.2730

300

305

W15

4th SSL 48 684

180

300

650 A.630

900

600

B.3210

300

A.3210

650 A.630 650 C.630

600

300

600

650 C.630

600

3230

2750 A.2730

300

600

C.3210

600

650 B.630

600

300

2750

B.2730

B.3210

600

3230

A.2730

A.3210

600

A.3210

B.3210

600

650 A.630

B.3210

3230

C.2730

300 300

3230

600

3230

2750

300

3230

900

3230

600

B.3210

3230

B.2730

2750

B.2730

A.2730

2750 A.2730

600

B.3210

590

300

3230

B.2730

2750

2750 B.2730

2750 K1.2730

300

650 A.630 650 B.630

600

B.3210

4th SSL 48 684

600

3230

B.3210

FFL Fourth 48 694

290

K1.3210

600

3230

2750 K1.2730

A.2730 300

3230

5th SSL 51 914

3230

FFL Fifth 51 924

K1.3210

2750

A01

W16

Associated Drawings : 4000 - system detail

44mm MAX

180

300

3520

W13

3520

180

W09

GA CORTEN CLADDING

180

1200

600

905

600

G.3500

A.3500

290

B.270

300

K3.270

600

290

600

K3.270

600

290

A.3500

300

D.270

B.3500

600

290

B.3500

900

B.3500

600

A.3500

390

300

3rd SSL 45 454

500

180

44mm MAX

Note : Frame width of corner glazing is subject to reveal depth tbc by glazing contractor

600

800

J.3090

B.3090

600

305

3110

600

K3.3090

600

K3.3090

3110

300

B.3090

900

B.3090

300

A.3090

600

3110

3110 C.3090

3110 A.3090

3110 900

555

900

B.3090

600

Issued for approval P5 further omments incorporated pw 05.10.17 P4

ISSUED FOR APPROVAL Comments incorporated

ISSUED FOR APPROVAL Hidden Elevations added

pw 28.09.17

ISSUED FOR APPROVAL new modules 300 600 900

pw 14.09.17

ISSUED FOR APPROVAL First Issue

pw 07.09.17

180

2nd SSL 42 065

180

H.535

300

390

C.3090

3110 B.3090

600

3110

390

555 F.535 555 C.535

600

A.3090

F.3090

B.3090

03 4002

3110

180

3110

01 4002

300

C.3500

600

B.3500

600

B.3500

900

B.3500

300

B.3500

530

305

C.3500

600

A.3500

300

K2.3500

600

K2.3500

B.3500

300

B.3090

600

900

A.3500

1065 B.1045 600

B.3500

B.3500 600

1065 A.1045

A.3500 300

C.1045

B.3500 600

1065

A.3500

C.3500

B.3500

600

300

A.3090

300 300

B.3090

900

A.3090

600

A.3090

C.3090

B.3090

300 300

900

3110

B.3500

600

3110

B.3500

600

3110

600

3110

600

3110

B.3500

300

3110

A.3500

C.3500 3110 900

A.3090

1065

600

1065 A.1045

600

C.1045

3110 590

300

1065 B.1045

600

1065 B.1045

K1.3090

2nd SSL 42 065

900

K1.3090

3110

B.3090

FFL Second 42 230

590

300

3110

600

3110

K1.3500

B.3500

3rd SSL 45 454

K1.3500

Module

FFL Third 45 464

44mm MAX

180

525

Description

3135

W04

3135

W05

02 W05 4002

3135

Revision

pw 03.10.17

Revised By

Date

180

600

300

900

600

300

900

390

900

525

375 300

600

C.3115

A.3115

B.3115

A.3115

H.745

765

765 F.745 765 C.745

C.3115

A.3115

B.3115

C.3115

600

300

900

G.3115

600

B.3115

A.3115

B.3115

A.3115 300

B.3115

600

B.3115

300

K3.3115

600

B.3115

A.3115

900

B.3115

290

K3.3115

600

B.3115

300

C.3115

1st SSL 38 920

K1.3115

A.3115

FFL First 38 930

K1.3115

Module

600

305

300

600

500

1st SSL 38 920

180

900

600

300

305

600

180

500

180

114°

300

FFL First 38 930

540 G.520

600

540 B.520

900

540 B.520

375

K3.520 540

525

K3.520

900

540

390

540 B.520

900

540 A.520 540 C.520

300 300

540 B.520

1200

540 E.520 540 C.520

600

H.520

300

540

530

540 F.520 540 C.520

605

540 A.520 540 A.520 540 C.520

600

540 D.520

600

540 A.520 540 B.520

600

540 K2.520

300

K2.520

900

540

600

540 B.520

600

540 B.520

300

540 A.520 540 B.520

900

540 C.520

300

B.520

600

540

900

B.520

600

540 A.520 540

300

540 A.520 540 C.520

600

540 B.520

600

540 C.520

300

B.520

600

540 A.520 540

300

540 B.520

600

540 A.520 540 B.520

900

B.520 540 A.520 540 B.520

290

600

540

K1.520

540 A.520 540 300

540 K1.520 540 C.520

Module 38 930

Module 38 390

1.100 in A3 By manufacturer: Horbury Building System

114°

315

Module 38 390

320

Underside Soffit and Gutter 38 234

Return elevation to masonry

01 1000

01 4004

Convent St Elevation - West

1:100 01

4006

4007

Lower Parlament St Elevation - South

03 1000

1:100

16 6

500

1650

180

300

° 600

180

180 180

600

Confetti Campus Nottingham

Package

Rainscreen Cladding Title

GA Corten Cladding

600

300

900

180

900

180

375

180

525

180

900

180

390

180

600 300

9915 overall Corten

01 4008

Cad File Name

1428

Approved

Scale

06.09.17

Drawn By

Checked

Date

Ea Dims to skewed grid noted at intersection with face of Corten

900

180

12892 overall Corten

300 300

180

1200

180

600

180

300

180

525

180

605

180

600

180

600

180

600

180

300

180

900

180

600

180

600

180

300

180

900

180

300

180

600

180

900

180

600

180

300

180

600

180

600

180

300

180

600

180

300

180

600

180

900

180

290

300

400

180

95°

180

900

Return elevation to masonry

600

Section through Corten above Gutter at First Floor

Tel: 01709 515 044 ● Fax: 01709 515 066

Project

1990

180

SOUTH GROVE HOUSE ● SOUTH GROVE ● ROTHERHAM ● S60 2AF

typ 1:100 section

Return elevation to glazing

02 1000

HORBURY BUILDING SYSTEMS LTD

Drawing Number

1:100

1428-1000

Paper Size

A3 P5 Revision

100

Drawing Number

1428-4000

IF IN DOUBT ASK DO NOT SCALE THIS DRAWING

150mm Rainscreen Duo Slab

150mm SFS with 150mm RWA45 Insulation in cavity

Module

A01

Denotes fixing reference. Read in conjunction with fixing schedule

Module

Notes :

Associated Drawings : Horizontal Rail 60x40x2mm TBC

180 180

Bracket VB/180 with Adaptor FOR ZONES 200-235mm Breather Membrane (to be confirmed) 12.5mm Thick CP Board: Knauf Windliner with taped joints Corten Cladding Panel

CORTEN CLADDING TYPICAL DETAILS

Vapour Control Layer

12.5

150mm Rainscreen Duo Slab

Internal Finishes:25mm Timber baton, 12.5mm Plywood,12.5mm BG Plasterboard with skim finish 12.5

150mm SFS with 150mm RWA45 Insulation in cavity

220

218.5 468.5

150

218.5

01 4000

Vertical Section

1:5

Construction issue no comments

pw 05.10.17

ISSUED FOR APPROVAL Horizontal Rail

pw 28.09.17

ISSUED FOR APPROVAL insulation note corrected

pw 20.09.17

ISSUED FOR APPROVAL First Issue

pw 29.08.17

Description

Revised By

Date

150

468.5

12.5

Revision

1.5 in A3 By manufacturer: Horbury Building System

250

180

HORBURY BUILDING SYSTEMS LTD

Bracket Adaptors do not generally penetrate insulation zone

SOUTH GROVE HOUSE ● SOUTH GROVE ● ROTHERHAM ● S60 2AF Tel: 01709 515 044 ● Fax: 01709 515 066

Project

Confetti Campus Nottingham

Package

PVC Isolation tape between dissimilar metals

Rainscreen Cladding Horizontal Rail 60x40x2mm TBC Title

Module

Angle Adaptor in Sliding point configuration

02 4000

Plan Section

System Details Corten Cladding Typical Detail

Module

1:5

Angle Adaptor in Fixed point configuration ( 1No this type per horizontal rail)

Cad File Name

1428

Drawn By

Approved

Date

Scale

29.08.17

Drawing Number

Checked

SR 1:5

1428-4000

Paper Size

A3 C1 Revision

101

S ERVICES

10.3

DRAWING

CORRIDOR SECTION AA 1:10 SCALE

SERVICES LEGEND CHW PIPEWORK

ELECTRICAL CROSSOVER ZONE

LPHW PIPEWORK MCWS/BCWS PIPEWORK

315Ø SUPPLY DUCTWORK

475 375

100

500

AGD PIPEWORK ELECTRICAL CONTAINMENT ZONE

1050 28Ø CONDENSATE DRAINAGE FROM FCU'S

SUPPLY DUCTWORK 15x15Ø LTHW F&R

28x28Ø CHW F&R

EXTRACT DUCTWORK

900

275

150 PIPEWORK CROSSOVER ZONE

WC EXTRACT DUCTWORK LIGHT FITTING LV/FIRE CONTAINMENT DATA/ELV CONTAINMENT SUB MAIN CONTAINMENT

ABBREVIATIONS DENOTES LOW LEVEL DENOTES HIGH LEVEL DENOTES CHILLED WATER SERVICE DENOTES ABOVE GROUND DRAINAGE DENOTES LOW PRESSURE HOT WATER DENOTES BOOSTED COLD WATER SERVICE DENOTES MAINS COLD WATER SERVICE DENOTES LOW VOLTAGE DENOTES EXTRA LOW VOLTAGE

LL HL CHW AGD LPHW BCWS MCWS LV ELV 2615

SERVICES LAYOUT IN PLAN

Notes: 1. For corridor services setting out, please refer to section dimensions. 2. All dimensions are in millimetres unless stated otherwise. 3. All measurements to be checked on site. 4. Any errors or omissions are to be brought to the attention of the engineer before work commences.

X207 ACCESSIBLE WC

X204 SEMINAR ROOM 30 m2

X206 MALE WC

Rev

Updated as per clients comments

16/02/18

Description

Date

EXIT

X208 STAIR 1

1.50 in A0 By Miles Building Services

X209 STAIR 1 LOBBY

EXIT X201 LRC 172 m2

Resource House, Electrical riser

Phoenix Business Park, Nottingham, NG8 6AR

tel: 0115 978 5874 fax: 0115 978 1078 www.mies-bs.com

Status:

X203 LRC 50 m2

X205 COMPUTER SUITE 51 m2

CONSTRUCTION Client:

NOTTINGHAM TRENT UNIVERSITY

Project:

CONFETTI CQ CAMPUS

Lift

X210 STAIR 2

X211 STAIR 2 LOBBY

Drawing Title:

CO-ORDINATED SERVICES LAYOUT SECOND FLOOR

Scale:

Project No:

1:50

(A0)

Drawn:

1427 Checked:

Drawing Number:

MIES-1427-ME209

Date:

16/02/18 Approved:

JG Rev:

102

R EFERENCES

• Bennett, D. (2007). Architectural insitu concrete. London: RIBA. • BS 8500-2:2015+A1:2016 Concrete - Complementary British Standard to BS EN 206: Part 2:Specification for constituent materials and concrete • BS 8500-2:2015+A1:2016 Concrete - Complementary British Standard to BS EN 206: Part 1: Method of specifying and guidance for the specifier • Concrete stair details by Milbank • Confetti CQ Campus Feasibility Report by Allan Joyce Architect • Confetti CQ Campus social media • Construction programme by Stepnell • Confetti CQ Campus NBS Specification • Detail drawings by Allan Joyce Architect • Detail drawings of Corten cladding • Detail drawings of Curtain wall by Acorn Aluminium • Fair-faced concrete formwork calatog by Doka • General drawings by Allan Joyce Architect • Phillips Exeter Academy. (n.d.). Construction and Materials. [online] Available at: https://www.exeter. edu/academics/library/about/design-library/construction-and-materials [Accessed 27 Mar. 2018]. • Services layouts by Mies Building Services • 6-week programme by Stepnell

103

BEFORE

AFTER