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REDEVELOPMENT OF BUILDING 5,7 AND 9, HIGHFIELD CAMPUS, UNIVERISTY OF SOUTHAMPTON
Declaration
This portfolio contains partial content of the report of the Architecture 3 (core)
module for the author to fulfil the B.Eng in Civil Engineering with Architecture in
University of Southampton, UK.
Interested reader may approach the author for more detail
The objective of this project is to develop an individual design response to rejuvenate building 5, 7 and 9 of the Highfield campus of the University of Southampton for inspiring staff and students to work with stunning places and a vibrant atmosphere, at the same time, moving towards sustainable design solution.
It involves the application of author’s architectural and structural knowledge consisting of 2D and 3D drawings, model testing and making, material selections, structural analysis through computational finite element analysis software and structural design complying with Eurocode. Reviewing the existing structure in both desk and site study was also critically carried out.
Revit Architecture
The full version of this report includes :Introduction and the brief,
Site Analysis : Surrounding, History, Geology and hydrology, Site constraint, Internal space qualify and allocation
Initial concepts and investigations : initial idea and material selectionStructure, Construction and materials:
Reviewing the existing structure New Structure proposals and final selection
Further refinement and final development of the structureGlobal stability of the final structure and load path
Design element, Connection design, Foundation design, Construction sequence.
Conclusion:Sustainability, Functionality, GFA, Spaces created, External perspective
view, Meeting the brief and improvement
AUTHOR : ERWAN ERWAN (25903152)B.Eng (Hons : 1st) in Civil Engineering with Architecture
SUPERVISORS : MCDONALD ALASTAIR (Architecture Lecturer), DR S K CLUBLEY (Structural Engineering Lecturer) AND PROF. D AVID RICHARD (Geotechnical Engineering Lecturer)
The Brief
It is an open brief to the redevelopment of the building 7 at Highfield campus of the University of Southampton. The objective is to develop an individualdesign response to rejuvenate this structure through enhancing the quality of the space and functionality and meeting the spaces demand within thecampus. Additionally, looking at the overall campus design scale, the adjacent building 5 and 9 are permitted to be included into the design process. Thefollowings are the current problems or requirement that are needed to address for the enhancement of the buildings:
• No social space for public and the University staffs in the building 7
• Poor thermal control in the south façade of the building 7, resulting high thermal absorption into the building on one side of the building.
• Poor layout arrangement of the internal spaces causes poor building ventilation in which north side of the building experience the imbalance of the temperature control within the spaces. While users near the south facade feel very hot during summer and those on north facade feel very cold during winter.
• Bottle neck access. With so many lecture rooms and theatre exist, the sudden inflow and outflow of the students congested the current access.
• Limited access. There are only two vertical access within building 7. One east staircase connecting between building 5 and 7 and the other one is located at the west of building 7. The lift is also only 1 with very small (approximately fitting 4 people or 1 disabled person) and height of only 2 meter.
• Due to the influx of students into the University, the demand of the large lecture theatres are required.
• Currently external walls are aesthetically unpleasing and water leakage has been noticed in some parts.
• Retaining some parts of the existing structure whenever possible.
• Open spaces design is permissible.
About the existing structure
The building 7, also known as Lanchester building , is
a non-residential building and was constructed in
1959 by Architect Sir Basil Spence. The building
facilities includes Engineering workshop and
laboratory room situated from basement to ground
floor; lecture room, theatre and offices are situated
from 1st floor to 3rd floor respectively. The lecture
room density capacity ranges from 39 to 63 people
and the theatre fits 227 occupants. The building is
currently used for the Engineering and the
Environmental department.
There are two entrance to access into the building.
The main entrance compromises two double
swinging doors and one automatic disabled side
door. The other entrance is stairwell entrance which
is an own-standing structure and bridges building
seven and building five as shown in figure.
The Site History
The red dot in the following figures shows the location of the site . It is located in the
southern England and within Highfield campus of the University of Southampton. Building
7 just situated beside the library and life science building with its main access facing the
main road connecting between residential area and to the bus interchange area.
The Site Location
The Site Campus Study
The figure on bottom right shows the analysed and annotated perspective of thesite with the activities taking place on its surrounding such as site location, mainwind load direction, public routes and other key activities such as open socialspace and cafeteria.The site was away from the café/social space in more than 210 meter. theengineering student office and student workshop are located at the rear of thesite, compacting the narrow path way between the building and site.The brown arrows detonated on the following figure indicates the route/pathsthat most student/public commute within Highfield campus to their destination.
Site ConstraintsThe chief constraints on the site are the existence of the
adjacent building 5 and 9 and the brief requirement to
recycle parts of the building 7.
These two adjacent structures connected to building 7 from
its basement to the roof level. Be it in design process or
construction, it will be hard to solely carrying out the
redevelopment of building 7 as the site has little space to
offer construction and changes and the demolition of the
building 7 may also pose a hazard to those buildings.
Request for taking into account of these 2 buildings into
redevelopment is permitted since these two buildings are
old and single to two storey heights.
The most challenging part is to analyse if the existing
structure is still capable of being altered and resisting the
newly proposed structure sitting on top of it. The analysis of
the existing structure will be discussed in later section. The
chef constraint of the redevelopment is then mainly due to
the retained building 7 in terms of design and construction.
Building 9 is a single storey manufacturing andworkshop building. The structure compromises ofbrick structure with steel truss roof.
From the pictures show, this triangle roof of singlestructure has little freedom in changing. Thestructure which is quite old affects space expansionto building 7 design. hence, it is demolition isreasonably acceptable
Building 5 is a two storey with a basement redbrickstructure where the ground level serves as lecture room ,1st floor as office and basement as laboratory.
This redbrick structure is inflexible in which the alteration istotally impossible without the complete demolition andredevelopment.
The internal space of the building was also not conducive tothe users. Other than enclosed working spaced area, thespace is left with long narrow corridor and even kitchenarea were located at the congested corridor area (bottomright corner picture. No proper social area is available.
The Site Internal Space (Building) StudyThis page studied the layout allocation of the three buildings.
Evidence showed that the upper storey (from 2nd storey to 3rd storey)
of building 7 were designed for enclosed space office in which the
circulation were located in the centre of the space separating the
office area into north and south sides. The drawback of this
arrangement has led to the poor air circulation within the space.
The south façade absorb high thermal energy but the space is unable
to distribute its throughout the whole space while the north façade
gains low thermal heat, causing the users in the south experiencing
extreme high temperature and cold in the north. The dense room
arrangement has also left limited or no social space to the users.
In the 1st storey, the space were mainly used for lecture room and
theatre. The high density of the occupants always led to the
congestion of the access. There was also only 1 disabled lift available
in the building. The orientation of the staircase does not face the main
door which made the circulation unsmooth. More site images were
presented in the next pages. The permeability between these 3
building were also not smooth. The black arrow indicates the
entrances to each building and its connections. At ground level, there
was no straight forward access penetrating between building 5 and 7.
users are expected to take staircase to 1st storey of building 7 instead.
Building 7Building 5
Building 7
Building 9
Building 7Building 5
Building 9
Building 7Building 5
Building 9
Building 7Building 5
Laboratory / WorkshopLegend :
Circulation / Lobby / Staircase / LiftLecture Room / Theatre
Services / Toilet / Kitchen / Plant RoomOffice (Enclosed space)
Entrance / Connection
The Site Internal Space PhotosBuilding 7
Pict 1 and 2 shows the staircase is notfacing the main door, creating anunsmooth access.
Pict 3 show the internal layout of 2nd and3rd storey of building 7, resulting in poorinternal air circulation.
Pict 4 shows the internal layout ofbuilding 5.
Pict 5 shows the internal access ofbuilding 7 where bottle neck alwayshappens.
Pict 6 shows the internal building 5where in the far end, staff has no kitchenplace for meal.
1 2
3
6
4 5
3D model
The existing structure was studied based on site visit and drawingstudies. The structure was then made in scaled model and drawnin 2D and 3D drawings in AutoCAD and Revit Respectively. on theleft side, the 3D structure drawing was exploded into 2 from 2nd
storey for clearly showing the structural elements.
Existing structureStructural analysis and assessment
The existing structure was studied thoroughly andstructure model was made and analysed on finite elementanalysis computational software package, LUSAS (shown onleft side). Due to the huge scale of the structure and therepetitiveness, 3 bays of the structure were used toanalysed to get a reliable result. This structure was built asflat plate concept and hence, column is noted as the mostimportant elements in this structure especially forrenovation. Analysis was run and results was used to checkagainst the current service capacity and if the structure cantake additional loads.
3D demolished Structure
The picture on the bottom left showed the demolished structure in red and the bottom middle picture show the retained structure. The other 2 on theright sides were their cross-sectional drawings.The unique designed of RC mullion and timber roof are incapable of transferring the additional load on top of the structure due to its slenderness andcapacities. It is not economically and not structurally practical to keep these element and hence, demolition is proposed starts from 2nd floor.the big lecture theatre is also removed as its structure is very complicated and old and its location caused the current access congested .The thick cantilever slab at 2nd floor are structurally sounds and structure below that will be retained for recycle of the structure that can save 2 storeyfixed costs and basement and foundations.
New Proposed structure
Proposed Structure Analysis on building 7 and Structural Material Selection
The new proposed structure is selected based on its structural concept andeffectiveness and economical consideration. Steel structure and composite slimdeck were proposed sitting on top of the existing structure.The bottom sketch shows the load path of the structure transferring from thebuilding down to the earth. The left side pictures presents the structural modelin LUSAS and its results in the columns.
Functionality
Laboratory / Workshop
Legend :
Circulation / Lobby / Staircase / LiftLecture Room / Theatre
Services / Toilet / Kitchen / Plant RoomOffice (Enclosed space)
The spaces created are mainly focused on the open spaced office area, smooth connectivity between the three buildings and to the surrounding and large educational theatre and studio. The new rise 3 bays from building 9 connecting to the building 7 extends up to the roof level providing a smooth access to all level between building 7 and 9. The additional 4th level on building 7 also provides an open space office with large community space area surrounding by the green landscape. Large atrium and community space area are also introduced at building 5 and building 7. 2 storey studio and 2 storey of open space office were introduced in the ground level and 2nd storey of building 7 respectively. 2 large lecture theatres that fits more than 350 occupants are situated in the building 5.
Basement.
Ground Floor
1st Floor
2nd Floor
3rd Floor
4th Floor
Sustainability
The rejuvenation of the Highfield campusaims at improving the environment andspace quality to the users.
The new proposed structure seek over thesolution that has the minimal impact tothe existing structure. The steel structureallows to create large open spaces throughits effective depth span ratio and minimalgravity weight contribution to the existingstructure without the compromise of thestructure integrity.
The composite slab with metal deckingadditionally increases the stiffness of thestructure and provides more floor to floorheight. Another advantage of using steelstructure is that it allows 85% of thevolume to be recycled whendecommissioning is considered. This isespecially crucial for new structure sittingon top of 55 years old existing structureand the remaining life span of the existingstructure is unknown.
Despite composite structure providesthermal capacity for fabric energy storagesystem not as great as precast concreteflow, the provision of the externalRheinzink wall on the north side, wereenvironmentally contribute to the energystorage. Standing seam Rheinzink façade ispreferred for showing the verticality of thebuilding. This material is also easy tofabricate and install due to its lightweight.
This can speed up the construction process and reduces the overall dead load imposing to existing structure. Rheinzink alsoallows flexible arrangement of the exterior façade shape and huge window opening. This creates a wider view for theoccupants.The low fan mechanical ventilation is taken in to consideration for its very low operational costs and energy consumption.The changing of the triangular existing roof of building 9 to flat green roof has positively transformed the dead space intogarden space to the users and the public. The green roof were also introduced in roof level of building 5 and 7 for the officeusers to work in a more conducive environment. Additional advantage of it includes the reduction in winter heating costs andair-conditioning costs and improvement of air quality and aesthetics.
Space created
2 storey studio and 2 storey office are createdin the building 7. The bottom picture showed3-D section cut through the building 7 and 9.Additional 4th storey is provided column freeobstruction spaces surrounded by the greenlandscaping. In the upper storey of the studioallows the user exposing to the green while atits lower storey students are able to see themanufacturing process in the adjacentbuilding, creating different exposureenvironment to the user in the studio.
The 2 storey open space office located at 2nd
storey facilitates larger volume air circulation,improving the thermal energy distributionthroughout the whole space. Baffle ceilingsystem is introduced to these two storeyspaces for acoustic and aesthetic purposes.
Internal view from 4th storey office
Entrance view from building 7
The west side of the 4th storey is designed for social spacearea in which its perspective view is shown in the abovepicture.
The bottom picture depicts entrance of building 7 thatcreates a smooth and more welcoming access into thebuilding. As the users come into the building, on the left sidewill be surrounded by the social space area and cafeteria anda clear glass wall along the opposite wall allows theoccupants seeing through the manufacturing spaces.
Manufacturing space
Studio spaces
Office spaces
External perspective viewsproposed (left) vs current (right)
The first perspective lookout to theentrance of the building 5. Thevertical louvres control the westsunlight penetrating into the buildingbut not blocking the views of theinternal space.
The second view shows the entranceof building 7. Horizontal louvreinstalled are to control the thermalabsorption from the south sun lightbut not to block the view of the seethrough concept.
Clear glass grazing is chosen for thesouth façade of the building 7 toallow see through concept.horizontal louvres are externallyprovided to the glazing wall forshading the sun and controllingthermal absorption to the internalspaces.Spandrel glass are also integrated tothe cladding at each storey height forconcealing the services andstructure. it also contributes to thereduction of thermal and noiseabsorption.
.
External perspective viewsproposed (left) vs current (right)
The first perspective lookout to thelongitudinal face of building 9. Toenhance the experience of thepasser-by, glazing wall isintroduced and the triangular-shaped roof is proposed toflattened green roof. The pathwayalong this building 9 is alsowidened at the expense of themanufacturing space reduction by1 meter width to relieve the roadcongestion by both vehicles andpasser-by.
The second view shows the otherend of building 9 connecting withbuilding 5. the proposed projectcreates a smooth access to thebuilding 9 green roof from building5 and introduce a staircase tobridge the height difference onsite.
GFA quantificationThe picture shows the existing building sectional footprint overlapping to the new proposed structure to give a glimpse of the space comparison. Estimation of the gross floor area in the new proposed 3 structures against existing floor area were concluded as in the following:
Circulation + social space = 986.81 m2 (increase)Lecture theater + lecture room + studio = 1113.5 m2
(increase)Office = 872.66 m2 (Increase)Services + storage + kitchen + toilet = 633.35 m2 (increase)Lab / workshop = 103.63 m2 (Increase)
South-West isometric viewScale 1:500
North-East isometric viewScale 1:500
Project / Drawing No. Rev.
Project
Drawing
Scale at A1 - Status:
Client
Notes
-
ErwanRev. Amendment Erwan 12052016
DO NOT SCALE FROM THIS DRAWING
Redevelopment of Building 5,7 and9 of Highfield campus, University ofSouthampton
Elevations
UNIVERSITY OF SOTON
Number 04
North elevation1
South elevation2
West elevation3 East elevation4
500
Existing structure upper storeyScale 1:500
Existing structure lower storeyScale 1:500
Demolished StructureScale 1:500
Retained structureScale 1:500
Combination of New and Retained structureScale 1:500
Combination of New and Retained structure (SE view)Scale 1:500
Demolished Vs New Proposed Strucutre (Section view)Scale 1:100
43.3m
THE HARTLEY LIBRARY
BUILDING 25
BUILDING 26
BUILDING 32
SCIENCE BUILDING
BUILDING 13
STUDENT OFFICEFACULTY OF ENGINEERING
JUNCTION
JUNCTION
JUNCTION
JUNCTION
ACCESS
CONNECTIVITYCONNECTIVITY
ACCESS
AC
CE
SS
INTERCHANGE
LIBRARY
BUILDING 5 & 7
BUILDING 13
BU
ILDIN
G 3
2 LIBRARYBUILDING 5 &7
BUILDING 13
CARPARK
ACCESS TO BUILDING 13
ACCESS TO BUILDING 9
ACCESS TO BUILDING 13ACCESS TO BUILDING 13
ACCESS TO BUILDING 9
BUILDING 9 & 13
BUILDING 19
BUILDING 25
BUILDING 21
BUILDING 25
RESIDENTIAL AREA
BUILDING 19
INTERCHANGE
+ 121.790
AA
BB
CC
DD
E F G
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
01
Drawn by :
E. Erwan
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9Plan viewsSite plan
Revision :
W9_AScale :
1:250 @A1
North
+ 102.000
+ 99.200+ 99.200
+ 97.30
DISABLED
LIFT LIFT
LIFT
+ 99.200
STOREROOM
OPEN SPACE
SC
RE
EN
CIRCULATION
WORKSHOP
SERVICES+ 99.200
CIRCULATIONSERVICES
AA
BB
CC
DD
EE
FF
GG
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
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7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
SERVICES
DISABLEDLIFTSTORE ROOM
+ 99.200WORKSHOP
+ 99.200WORKSHOP
+ 99.200WORKSHOP
+ 99.200Store room
+ 102.000
+ 101.088
+ 102.000
+ 102.000
RAMP UP TO1ST FLOOR
DISABLEDLIFT
+ 102.000RE
CE
PT
ION
OFFICE STUDIO
COMMUNITY SPACE
SC
RE
EN STORE
ROOM
CAFETERIA
CIRCULATION
CIRCULATION
CIRCULATION
E
CARPARK
AA
BB
CC
DD
EE
FF
GG
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
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7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
DISABLEDLIFT
LIFT
LIFT
SERVICES
43.3m
Chy
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
02
Drawn by :
E. Erwan
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9Basement & G.FPlan view
Revision :
W9_AScale :
1:200 @A1
BasementScale 1: 200
Ground FloorScale 1: 200
North
SC
RE
EN
+ 109.790
STOREROOM
+ 109.790
OFFICEFLEXIBLE SPACE
OFFICEFLEXIBLE SPACE
DISABLEDLIFT
MEETING ROOM
KITCHEN
CIRCULATION
CIRCULATION
E
OPENING
A
B
C
DD
E F G
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
LIFT
LIFT
SERVICES
+ 103.990
+ 103.990
+105.970
+ 105.970
RAMP DOWN TOGROUND FLOOR
+ 105.970
SC
RE
EN
STOREROOMC
AF
FE
TE
RIA
STUDIO
+ 103.990
PR
OJE
CT
OR
SC
RE
EN
WH
ITE
BO
AR
D
LECTURE ROOM
PR
OJE
CT
OR
SC
RE
EN
WH
ITE
BO
AR
D
LECTURE ROOM
PR
OJE
CT
OR
SC
RE
EN
WH
ITE
BO
AR
D
LECTURE ROOM
PR
OJE
CT
OR
SC
RE
EN
WH
ITE
BO
AR
D
LECTURE ROOM
DISABLED
LIFT
DISABLEDLIFT
CIRCULATION
CIRCULATIONCIRCULATION
STOREROOM
E
E F G
OPENING
+ 101.088
AA
BB
CC
DD
EE
FF
GG
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
LIFT
LIFT
SERVICES
43.3m
Chy
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
03
Drawn by :
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 91st Floor & 2nd FloorPlan view
Revision :
W9_AScale :
1:200 @A1
2nd FloorScale 1: 200
1st FloorScale 1: 200
North
E.Erwan
+ 114.090
GREEN ROOF + 114.090CIRCULATION
CIRCULATION
LIFT
LIFT
E
KITCHENMEETING ROOM
A
B
C
DD
E F G
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
+ 114.090
OFFICEFLEXIBLE SPACE
OFFICEFLEXIBLE SPACE
OFFICEFLEXIBLE SPACE
SERVICES
+ 114.090
GREEN ROOF
+ 117.790
+ 117.790
KITCHEN
GREEN ROOF
+ 117.790
CIRCULATION
OFFICESOCIAL AREA
OFFICEFLEXIBLE SPACE
+ 117.790 + 117.790
E
A
B
C
DD
E F G
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
LIFT
LIFT
SERVICES
MEETING ROOM
CIRCULATION
43.3m
Chy
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
04
Drawn by :
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 93rd Floor & 4th FloorPlan view
Revision :
W9_AScale :
1:200 @A1
4th FloorScale 1: 200
3rd FloorScale 1: 200
North
E.Erwan
BUILDING 21
28
00
39
60
38
20
40
00
40
00
40
00
Basement99.200
1st Floor105.970
2nd Floor109.790
3rd Floor
113.790
4th floor117.790
Roof121.79
8 9 16 17 18 19 20654321 7 10 11 12 13 14 15 21
Ground Floor102.000
20
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6100 6070 7000
19
0020
Ground level
Ground level
BUILDING 21
8 9 16 17 18 19 20654321 7 10 11 12 13 14 15 21
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6100 6070 7000
28
00
39
60
38
20
40
00
40
00
40
00
Basement99.200
1st Floor105.970
2nd Floor109.790
3rd Floor
113.790
4th floor117.790
Roof121.79
Ground Floor102.000
Ground level
BUILDING 21
8 9 16 17 18 19 20654321 7 10 11 12 13 14 15 21
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6100 6070 7000
28
00
39
60
38
20
40
00
40
00
40
00
Basement99.200
1st Floor105.970
2nd Floor109.790
3rd Floor
113.790
4th floor117.790
Roof121.79
Ground Floor102.000
+ 121.790
AA
BB
CC
DD
EE
FF
GG
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
06
Drawn by :
Date :
Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9SECTION VIEW
Revision :
W9_AScale :
1:250 @A1
SECTION A-AScale 1: 250
SECTION B-BScale 1: 250
SECTION C-CScale 1: 250
North
12/05/2016
Erwan
A B
Road level98.750 OD
C D F G3060 7620 2290 6000 9670
Basement99.200
Ground floor102.000
1st Floor105.970
2nd Floor109.790
3rd Floor113.790
4th floor117.790
Roof121.79
BUILDING 13
GB D F G9900 4300
E1700 9670
Basement99.200
Ground floor102.000
1st Floor105.970
2nd Floor109.790
3rd Floor113.790
4th floor117.790
Roof121.79
BUILDING 13
Basement99.200
A B
Ground floor102.000
1st Floor105.970
2nd Floor109.790
3rd Floor113.790
4th floor117.790
Roof121.79
E G3060 14210 11370
+ 121.790
AA
BB
CC
DD
EE
FF
GG
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
07
Drawn by :
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9SECTION VIEW
Revision :
W9_AScale :
1:250 @A1
SECTION D-DScale 1: 250
SECTION E-EScale 1: 250
SECTION F-FScale 1: 250
North
Erwan
A B
Road level98.750 OD
C D G3060 7620 2290 15670
Basement99.200
Ground floor102.000
1st Floor105.970
2nd Floor109.790
3rd Floor113.790
4th floor117.790
Roof121.79
12 mm fire resistant plaster board
Light steel frame
Thermal insulationcoated with vapor control
Breather membrane
Underlay (buffer)
Trapezoidal profile galvanized steel
Rheinzinc facadeAngle standing seam system6000x500x0.8mm (25mm seam)
Rheinzinc roofingAngle standing seam system6000x500x0.8mm(25mm seam)
Trapezoidal profilegalvanized steel
Underlay as subroof
Thermal insulation
Light steel frameAir tight layer withvapor barrier function
breather membrane
12 mm plywood
Decking concrete slab
Protective layer
Vegetation layer
Drain with parapet well
Gravel
Perforated aluminium curb with drainage fabric
Thermal insulation
Vapor barrier
Drainage layer
Growth medium
Erosion control (wind blanket)
Filter fabric
Waterproof membrane
Root barrier
+ 121.790
AA
BB
CC
DD
EE
FF
GG
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
08
Drawn by :
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9SECTION VIEW
Revision :
W9_AScale :
1:100 @A1
SECTION G-GScale 1: 100
D3-North wall detailingScale 1: 10
D2-Roof detailingScale 1: 10
D1-Green roof detailingScale 1: 10
D1
D2
D3
Acoustic ceiling baffles400mm x 50mm
Raised floor
Sky light
Erwan
Ballustrade
North
+ 102.000
+ 99.200+ 99.200
+ 97.30
+ 99.200EXISTING BUILDING 9 GROUND SLAB
EXISTING BUILDING 7 BASEMENT SLAB AND RETAINING WALL+ 99.200
SFL
AA
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
+ 97.30
+ 99.200BASEMENT SFL
BASEMENT SFL
BASEMENT SFL
C2
NO STRUCTURAL DESIGNCONCEPTUALIZATION ONLY
BUILDING 5RC RETAINING WALLAND STEEL STRUCTURAL FRAME
EXISTING BUILDING 7 BASEMENT SLAB AND RETAINING WALL+ 99.200
RC RETAINING WALL
C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
C2C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
E1
AA
Building footprint
F3
F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
EXISTING FOUNDATION
F2 F2 F2 F2
F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3
NO STRUCTURAL DESIGNCONCEPTUALIZATION ONLY
BUILDING 5CONTINUOUS 2M SPACED BORED PILESAND RETAINING WALL STRUCTURE
BUILDING 5CONTINUOUS 2M SPACED BORED PILESRETAINING WALL STRUCTUREAND STRIP FOOTING
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
01
Drawn by :
E. Erwan
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9Foundation & basementStructural plan layout
Revision :
W9_AScale :
1:200 @A1
BasementScale 1: 200
Foundation layoutScale 1: 200
Legend:SB1 UKB 305 x 165 x 40
MB1 UKB 406 x 178 x 85
MB2 UKB 610 x 229 x 113
MB3 UKB 914 x 305 x 224
B1 CHS 168.3 x 10
C1 UKC 203 x 203 x 86
C2 UKC 254 x 254 x 132
F1 1x 900 Ø bored pile 10m deepF2 2x 800 Ø bored pile 10m deepF3 1x 800 Ø bored pile 6m deepS1 130 mm thick composite slab
Purlin spanning direction
Slab spanning direction
+ 101.088SFL
E
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
+ 102.000SFL
STRUCTURAL SLABSAND BEAMS
EXTENDDOWNWARD TOBASEMENT FOR
LECTRURE THEATER
AA
EXISTING STRUCTURAL RC SLAB AND RC COLUMNS
No structural designConceptualization only
Building 5continuous 2m spaced bored pilesand Retaining wall structure
Building 5continuous 2m spaced bored pilesRetaining wall structureand strip footing
B1
B1
B1B1
SB1 SB1 SB1 SB1 SB1
SB1
SB1
SB1
SB1SB1 SB1 SB1 SB1 SB1 SB1
C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
C2
B1 B1
B1C1C1
C2
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C1
C1
S1
S1
S1
S1
S1
S1
+ 103.990SFL
E
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
+ 105.970SFL
Strcutural slabs andbeams extendupward to 2nd
storey for lecturetheather
+ 103.990SFL
+ 105.970SFL
AA
SB1
MB2
S1
MB3
B1
No structural designConceptualization only
BUILDING 5COMPOSITE STEEL STRUCTURE
BUILDING 5COMPOSITE STEEL STRUCTURE
MB3 MB3 MB3 MB3 MB3 MB3 MB3 MB3
MB2 MB2 MB2
SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1
SB1SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1
SB1SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1
SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1
SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1
SB1SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1C2C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
C2C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1
B1
B1
B1MB1
MB1
MB1
SB1
SB1
SB1
SB1 SB1
SB1
SB1
SB1
SB1
SB1
S1
EXISTING STRUCTURAL RC SLAB AND RC COLUMNS
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
SB1
SB1
MB1
MB1
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
02
Drawn by :
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 9Ground Floor & 1st floorStructural plan layout
Revision :
W9_AScale :
1:200 @A1
Ground FloorScale 1: 200
1st FloorScale 1: 200
E.Erwan
Legend:SB1 UKB 305 x 165 x 40
MB1 UKB 406 x 178 x 85
MB2 UKB 610 x 229 x 113
MB3 UKB 914 x 305 x 224
B1 CHS 168.3 x 10
C1 UKC 203 x 203 x 86
C2 UKC 254 x 254 x 132
F1 1x 900 Ø bored pile 10m deepF2 2x 800 Ø bored pile 10m deepF3 1x 800 Ø bored pile 6m deepS1 130 mm thick composite slab
Purlin spanning direction
Slab spanning direction
E
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
+ 114.090SFL
Strcutural slabs andbeams extend
downward to 1ststorey
for lecture theather
AA
NO STRUCTURAL DESIGNCONCEPTUALIZATION ONLY
BUILDING 5COMPOSITE STEEL STRUCTURE
C1
C1
C1
C1
C1
C1
C1
C1 C1
C1
C1
C1 C1
C1
C1
C1
C1
C1
C1
C1 C1
C1
S1
S1
S1
SB1
SB1
SB1
SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1
SB1
SB1
SB1
SB1
SB1 SB1 SB1
S1
S1
S1
S1
S1
S1
MB1MB1
MB1 MB1SB1
MB1
MB1
MB1
B1
B1
B1
B1
EXISTING STRUCTURAL RC SLAB AND RC COLUMNS
+ 114.090
SFL
E
8 9 16 17 18 19 20
D
C
B
A
654321 7 10 11 12 13 14 15 21
E
F
G
7000 7000 7000 7000 7000 7000 6450 3175 6100 6100 6100 6100 6100 6100 6100 6100 6100 6096 6070 7000
30
60
76
20
22
80
60
00
96
70
+ 114.090SFL
AA
NO STRUCTURAL DESIGNCONCEPTUALIZATION ONLY
BUILDING 5COMPOSITE STEEL STRUCTURE
B1
B1
B1
B1
MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1
MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1
MB1 MB1 MB1 MB1 MB1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1 S1
S1
S1
S1
S1
S1
S1
S1
SB1
SB1
SB1 SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1 SB1 SB1
SB1
SB1SB1
SB1
SB1
2nd FloorScale 1: 200
Name:
Erwan Erwan25903152
Project :
The Engineering and the Environmental buildingDrawing Number
03
Drawn by :
Date :
12/05/2016Code :
CENV 3062
Subject :
Architecture 3
Title :
Redevelopment of building 5,7, and 92nd Floor & 3rd FloorStructural plan layout
Revision :
W9_AScale :
1:200 @A1
3rd FloorScale 1: 200
E.Erwan
Legend:SB1 UKB 305 x 165 x 40
MB1 UKB 406 x 178 x 85
MB2 UKB 610 x 229 x 113
MB3 UKB 914 x 305 x 224
B1 CHS 168.3 x 10
C1 UKC 203 x 203 x 86
C2 UKC 254 x 254 x 132
F1 1x 900 Ø bored pile 10m deepF2 2x 800 Ø bored pile 10m deepF3 1x 800 Ø bored pile 6m deepS1 130 mm thick composite slab
Purlin spanning direction
Slab spanning direction
3D Roof structureScale 1: 500
3D 4th Floor structureScale 1: 500
3D 3rd Floor structureScale 1: 500
3D 2nd Floor structureScale 1: 500
3D 1st Floor structureScale 1: 500
3D Ground Floor structureScale 1: 500
3D Structural bracingScale 1: 200
3D Structural frame North-East iso viewScale 1: 500
3D Structural frame South-West Iso viewScale 1: 500