Restoration, extension and upgradation of protected structures

UP
UP
DN
DN UP
DN
D
C
B
A
5 6 7 8 9 10 11 12 13 14 18
49 m²
531.3 SF
Classroom One
1
39 m²
414.8 SF
Classroom Two
2
39 m²
414.8 SF
Classroom Three
3
66 m²
713.5 SF
Classroom Four
4
42 m²
455.0 SF
Corridor
5
20 m²
216.7 SF
Stairs
6
1842 3350 3350 3350 3350 3350 3350 3350 3350 1842
312520756215
5
SSP1A103
6
SSP1A103
Existing terrazzo
finish to staircase
and corridor
Existing
external steel
fire escape
staircase
Existing external
steel fire escape
staircase
Existing Terrazzo
finish to corridor
Existing Terrazzo
finish to corridor
Existing Parquet flooring
to classroom
Existing Parquet
flooring to classroom
Existing Parquet flooring
to classroom
Existing Parquet
flooring to classroom
D
C
B
A
5 6 7 8 9 10 11 12 13 14 18
207 m²
2228.1 SF
Classroom Five
7
30 m²
323.3 SF
Corridor
8
20 m²
213.2 SF
Stairs
9
1842 3350 3350 3350 3350 3350 3350 3350 3350 1842
312520756215
5
SSP1A103
6
SSP1A103
Existing
external steel
fire escape
staircase
Existing external
steel fire escape
staircase
Existing terrazzo
finish to staircase
and corridor
Existing Parquet
flooring to corridor
Existing Parquet flooring to classroom
Existing Parquet flooring to classroom
D
C
B
A
5 6 7 8 9 10 11 12 13 14 18
8 m²
87.7 SF
Corridor
10
20 m²
213.2 SF
Stairs
11
120 m²
1296.2 SF
Music oom
12
111 m²
1194.7 SF
Games Room
13
1842 3350 3350 3350 3350 3350 3350 3350 3350 1842
312520756215
5
SSP1A103
6
SSP1A103
Existing terrazzo
finish to staircase
and corridor
Existing floor finish to date is
paint applied directly to the
existing concrete screed
No floor finish existing within
the corridor, currently the
existing concrete screed has
been left exposed
No floor finish existing
within the gamers room,
currently the existing
concrete screed has
been left exposed
Existing external
steel fire escape
staircase Existing external
steel fire escape
staircase
15
100300
400
300
270
18 102 50 102
70
1010
30150
30150
260
102 50 102 18
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. (Hons) in Architectural Technology
Year 4 2013-2014
As indicated
Block L Survey Sheet
1
Restoration, extension and
upgradation to protected structures
13-January-2014
Edel Fox
Noel Dunne, Sujana Sudhir,
& Dan O' Sullivan
SSP1A102
1 : 100
GFL Existing
1
1 : 100
FFL Existing
2
1 : 100
SFL Existing
3
Room Schedule Existing
Number Name Level Area Count
7 Classroom
Five
FFL 207 m² 1
8 Corridor FFL 30 m² 1
10 Corridor SFL 8 m² 1
11 Stairs SFL 20 m² 1
12 Music oom SFL 120 m² 1
13 Games
Room
SFL 111 m² 1
9 Stairs FFL 20 m² 1
Room Schedule Existing
Number Name Level Area Count
1 Classroom
One
GFL 49 m² 1
2 Classroom
Two
GFL 39 m² 1
3 Classroom
Three
GFL 39 m² 1
4 Classroom
Four
GFL 66 m² 1
5 Corridor GFL 42 m² 1
6 Stairs GFL 20 m² 1
General Specification
1 : 10
Existing Column
4
1 : 10
Existing Wall
5
1 : 10
Existing Roof
6
1 : 10
Existing Floor
7
1 : 10
Existing Iternal Wall
8
1 : 10
Existing Window
9
Current Condition Proposed Alterations
Assumed existing
external leaf 102mm
concrete bricks, then a
50mm cavity, then an
internal leaf of 102mm
concrete blocks,
finished with a layer of
18mm plaster.
Existing external
brickwork is stained
from water damage due
to poor drainage on the
east face, but other than
this the walls are in
relatively good
condition.
Proposed - additional dry-lining
board to the internal face of the
existing wall, consisting of 85mm
kingspan kooltherm K17
insulated dry-linig board in
between steel U channels, with
12.5mm plasterboard, finished
with a layer of 2.5mm skim.
Assumed existing
solid 260mm
blockwork internal
partition wall. These
walls have not been
plaster they blockwork
has just been painted.
Existing solid
blockwork internal walls
are unfinished ie. the
blockwork has just
been painted. They are
in relatively good
condition as they have
not been exposed to
the elements.
Proposed - additional dry-
linig board to both faces of
the partition wall, consisting
of 50mm kingspan kolltherm
K17 insulated dry-lining
board in between steel U
channels, with 12.5mm
plasterboard, finished with a
layer of 2.5mm skim. This
to be done to both sides of
the wall.
Assumed existing
150mm concrete slab
with 30mm concrete
screed, with 10mm
torch on felt, then a
rubber membrane,
150mm pebbles.
Existing roof is in
relatively bad condition
as can be seen from the
underside of the roof
there is alot of water
damage and the roof is
not insulated so there is
major condensation
issues that need to be
addressed.
Proposed - additional dry-
lining board at internal ceiling
level consisting of 85mm
insulated dry-lining board in
between timber battens,
12.5mm plasterboard
finished with a 2.5mm skim.
The existing rubber
membrane needs to be
stripped and the torch on felt
repaired and the pebbles
replaces, and the drainage
issues addressed.
Assumed existing
150mm concrete
floor slab, with 30mm
concrete screed,
topped with either
22mm Parquet
flooring or terazzo
flooring.
Existing floor in relatively
good condition
structurally but in terms
of thermal performance
there is room for
sufficient improvement.
The parquet and
terrazzo flooring is quiet
sufficiently dammaged
and will need to be
repaired where possible
and if not replaced.
Proposed - remove existing
harwood flooring to be repaired
where possible and if not
replaced, additional 80mm
kingspan Therma TF70 in
between timber battens to be
added on top of existing
screed. Repaired hardwood
flooring to be put back down
on top of the new insulation.
Assumed existing
timber framed,
single glazed pivot
windows currently
achieveing a u-
value of 4.8w/m²k
Existing windows are
old, in relatively bad
condition and rotting in
places. Window cills are
recessed allowing water
to sit and not drain
correctly. This poor
water drainage is
causing water damage
and the timber frames to
rot. Glass in some of the
windows is cracked or
damaged.
Proposed - Upgrading to
double glazed argon filled
timber framed windows which
will achieve a u-value of
1.8w/m²k. Install draught
proofing strips around all
windows to lower heat loss
even more. Address detailing
at cill to fix the water drainage
problem from occuring.
Conservation Principles to be followed:
Keeping a building in use – Is generally seen as the best
way to keep the building up to a good standard. If a
change of use must occur, minimum damage must be
made to the original character of the building.
Researching and analysing – Much research must be
done on the history, the fabric and the current condition of
the building before any proposals for works can be made.
Using expert conservation advice – expert advice should
be sought throughout the planning process and the
construction process to ensure that the works are
completed correctly.
Protecting the special interest – Inappropriate works
can damage the character and special interest of a
building, so special care must be taken to ensure this
does not happen.
Promoting minimum intervention – “do as much as
necessary and as little as possible”.
Respecting earlier alterations of interest – Earlier
alterations can be an insight into past construction
techniques and must be respected. They are
irreplaceable.
Repairing rather than replacing – the main aim should
be to repair rather than replace because to get the same
quality of materials now is next to impossible and most of
the materials were made by hand.
Promoting honesty of repairs and alterations –
materials used in replacement should not be artificially
aged; this will add confusion in the future as to when the
alterations were made.
Using appropriate materials and methods – appropriate
materials must be used during restoration as in past
examples certain materials accelerated the decay.
Ensuring reversibility of alterations – by ensuring
reversibility of alterations in the future this can allow a
quick fix to unforeseen problems caused by earlier
restorations.
Avoid incremental damage – major thought must be
given by the planning authority to the impact of minor
works to the character of protected structures.
Discouraging the use of architectural salvage from
other buildings – the re-use of architectural features can
confuse the understanding and appreciation of a
building, and promoting architectural salvage can cause
a market for these materials and promotes dismantling
of other old buildings.
Assumed existing
reinforced concrete
column with a 300mm
external face that steps
back 100mm and has
15mm insets on both
sides. The internal face
is 270mm in width. The
column has an overall
depth of 400mm.
Existing reinforced
concrete columns and
beams are in relatively
good condition but there
are cracks in certain
places throughout the
building. There is also
evidence of water
staining damage on the
face of the concrete
beams and columns.
Proposed - Fix all the cracks in
the structural columns and
beams. Additional insulation to
the inner face of the column in
line with the additional
insulation to the wall. 25mm
insulated dry-lining board in
between steel U channels, with
12.5mm plasterboard, finished
with a layer of 2.5mm skim.

GFL
0
FFL
3530
SFL
7030
Parapet
10530
56789101112131418
Existing reinforced concrete beams
Existing reinforced concrete columns
Existing steel fire escape staircase
Existing brick wall infill
between reinforced
concrete columns
Existing concrete parapet capping topped
with possibly an aluminium flashing
Existing timber framed single glazed windows
Existing steel fire
escape staircase
GFL
0
FFL
3530
SFL
7030
Parapet
10530
5 6 7 8 9 10 11 12 13 14 18
Existing brick wall infill
between reinforced
concrete columns
Existing steel fire
escape staircase
GFL
0
FFL
3530
SFL
7030
Parapet
10530
D C B A
Existing fire escape doors that
lead out onto the fire escape
Existing front entrance doorway,
timber framed single glazed door
GFL
0
FFL
3530
SFL
7030
Parapet
10530
DCBA
Existing fire escape doors that
lead out onto the fire escape
GFL
0
FFL
3530
SFL
7030
Parapet
10530
5 6 7 8 9 10 11 12 13 14 18
Existing steel fire
escape staircase
Existing steel fire
escape staircase
Existing reinforced concrete column
Existing timber framed
single glazed window
Existing concrete parapet capping topped with possibly an aluminium flashing
GFL
0
FFL
3530
SFL
7030
Parapet
10530
DCBA
Existing internal partition wall
Existing concrete staircase
with a terrazzo finish
Existing reinforced concrete column
Existing timber framed
single glazed window
Scale
LECTURER
Drawn by
Date
Project number
Year 4 2013-2014
As indicated
Block L Survey Sheet
1
13-January-2014
Edel Fox
Noel Dunne, Sujana Sudhir,
& Dan O' Sullivan
SSP1A103
1 : 100
North Elevation as Existing
1
1 : 100
South Elevation as Existing
2
1 : 100
East Elevation as Existing
3
1 : 100
West Elevation as Existing
4
1 : 100
Long Section A-A
5
1 : 100
Short Section A-A
6
1 : 1
Key Plan
7
does not happen.
irreplaceable.
restorations.

UP
UP
DN
DN UP
DN
D
C
B
A
5 6 7 8 9 10 11 12 13 14 18
Proposed ramp to accomodate level change
between corridor and classroom after
insulation has been added to the floor in
accordance with the conservation principles
ensuring reversability of alterations.
between corridor and classroom after insulation
has been added to the floor in accordance with
the conservation principle ensuring reversability of
alterations.
Proposed timber stud partition wall 130mm thick,
consisting of 2.5mm skim a double laye of gypsum
plasterboard with a 60minute fire rating, 75mm timber
studs with insulation in between, double layer of
12.5mm gypsum plasterboard with a 60minute fire
rating in accordance with BS 476, finished with a
layer of 2.5mm skim in accordance with the
conservation principle ensuring reversability of
alterations.
Proposed new
external fire exit to
accomodate a safe
exit from the building
in case of fire in
accordance with
conservation
principle promoting
minimum intervention
Proposed new
alternative steel fire
escape staircase to
replace the existing
staircase in accordance
with the conservation
principle ensuring
reversability of
alterations
Proposed new alternative
steel fire escape staircase
to replace to existing
principle ensuring
reversability of alterations
Proposed 2000mm clear width corridor to allow access to all classrooms for
disableds users, after the isulation has been added to the existing floor and the
floor level within the classrooms has been raised. the corridor must be a
minimum of 2000mm to accomodate the amount of traffic that will pass through
the area on a daily basis in accordance with conservation principle promoting
Proposed all windows to be upgraded to double glazed argon filled timber
framed windows. Proposed draught proofing strips to be added around all
windows and the detailing at cill level is to be addressed. Materials must not
be artificially aged in terms of the conservation principle promoting honesty of
repairs and in terms of not changing the apperance of the building
Existing section of this wall is proposed to be demolisehed to
allow access for the new corridor in accordance with
conservation principle promoting minimum intervention
Proposed upgrading of existing doors throughout the
ground floor with smoke seals all around and covered in a
layer of intumescent paint to provide a fire resistance of
30mins in accordance with conservation principle promoting
Proposed access ramp to main entrance at a
gradient of 1:12 in accordance with TGD M and
the conservation principles in terms of ensuring
reversability of alterations.
D
C
B
A
5 6 7 8 9 10 11 12 13 14 18
principle ensuring
steel fire escape staircase to
replace to existing staircase
in accordance with the
conservation principle
ensuring reversability of
alterations
windows and the detailing at cill level is to be addressed. Materials must
not be artificially aged in terms of the conservation principle promoting
honesty of repairs and in terms of not changing the apperance of the
building
Existing terrazzo covered staircase is in
accordance with current TGD M Building
Regulations
Proposed new 30minute fire rated folding partition alternative walls
to replace existing folding partition walls, to be in compliance with
TGD B in accordance with the conservation principle ensuring
has been added to the floor in accordance with the
conservation principle ensuring reversability of
alterations
Proposed ramp to accomodate
level change between corridor and
classroom after insulation has
been added to the floor in
accordance with the conservation
principle ensuring reversability of
alterations
Proposed parquet flooring to be repaired were possible and relaid
and if not possible to be replaced after the insulation has been
added to the floor in accordance with conservation principle
repairing rather than replacing
D
C
B
A
5 6 7 8 9 10 11 12 13 14 18
with conservation principle
Proposed new alternative steel
fire escape staircase to
replace to existing staircase in
accordance with conservation
principle reversability of
alterations
Proposed all windows to be upgraded to double glazed argon filled
timber framed windows. Proposed draught proofing strips to be
added around all windows and the detailing at cill level is to be
addressed.
Regulations
Assumed position of existing shower rooms
Proposed demolishment of existing corridor
walls as adequate space was no provided
for wheelchair users in accordance with
TGD M in accordance with the conservation
principle promoting minimum intervention
Proposed demolishment of existing internal doors for wider more sufficient
alternatives in accordance with TGD M
Proposed upgrade of existing
fire escape doors to 60minute
fire escape doors in
accordane with TGD B
Proposed upgrade of existing fire
escape doors to 60minute fire escape
doors in accordane with TGD B
Proposed upgrade of existing doors to 30minute fire
resistant doors with smoke seals all around the edges and a
leayer of intumescent paint to be added in accordance with
the conservation principle promoting minimum intervention
Proposed new corridor a minimum width of 2000mm to allow sufficient access for
disabled access and to allow sufficient room for the foot traffic that will pass through
the building in accordance with TGD M
Proposed upgrade to existing walls with an additional dry-lining board to both faces of the partition
wall, consisting of 50mm kingspan kolltherm K17 insulated dry-lining board in between steel U
channels, with 12.5mm gypsum plasterboard with a 60minute fire rating in accordance with BS 476,
finished with a layer of 2.5mm skim. This to be done to both sides of the wall, in accordance with the
conservation principle ensuring reversability of alterations
Proposed ramp to accomodate level change between corridor and classroom after
insulation has been added to the floor in accordance with the conservation principle
ensuring reversability of alterations
Proposed ramp to accomodate level change between corridor and
classroom after insulation has been added to the floor in accordance with
the conservation principle ensuring reversability of alterations
Proposed addition of Parquet flooring to be added after
insulation has been added to the floor to keep in character
with the rest of the building in accordance with the
conservation principle protecting the special interest
Proposed addition of Parquet
flooring to be added after
insulation has been added to the
floor to keep in character with the
rest of the building in accordance
with the conservation principle
protecting the special interest
with the rest of the building in accordance with the
conservation principle protecting the special interest
GFL
0
FFL
3530
SFL
7030
Parapet
10530
DCBA
Existing concrete parapet capping topped with
lead, proposed to be repaired if neccesary and
resealed in accordance with the conservation
principle repairing rather than replacing
Regulations
Proposed upgrading of existing doors throughout the ground floor
with smoke seals all around and covered in a layer of intumescent
paint to provide a fire resistance of 30mins in accordance with the
conservation principle promoting minimum intervention
Proposed - Upgrading to double glazed argon filled timber
framed windows which will achieve a u-value of 1.8w/m²k.
Install draught proofing strips around all windows to lower
heat loss even more. Materials must not be artificially aged in
terms of the conservation principle promoting honesty of
repairs and in terms of not changing the apperance of the
building
Proposed - remove existing harwood flooring to be repaired where possible and if not replaced, additional
80mm kingspan Therma TF70 in between timber battens to be added on top of existing screed. Repaired
hardwood flooring to be put back down on top of the new insulation in accordance with the conservtion
principle ensuring reversability of alterations
Proposed - timber stud partition wall 130mm thick, consisting of 2.5mm skim a double laye of
gypsum plasterboard with a 60minute fire rating, 75mm timber studs with insulation in between,
double layer of 12.5mm gypsum plasterboard with a 60minute fire rating in accordance with BS
476, finished with a layer of 2.5mm skim in accordance with the conservtion principle ensuring
Proposed - additional dry-lining board at internal ceiling level consisting of 85mm
kingspan kooltherm K17 insulated dry-lining board in between timber battens,
12.5mm plasterboard finished with a 2.5mm skim. The existing rubber membrane
needs to be stripped and the torch on felt repaired and the pebbles replaces, and
the drainage issues addressed in accordance with the conservtion principle
ensuring reversability of alterations
Proposed new bathroom layout
with accessible disabled WC in
accordance with TGD M and in
accordance with the conservation
principle promoting minimum
intervention
Proposed 2000mm clear width
corridor in accordance with the
conservation principle promoting
312540530954053005
Assumed existing floor build up of block l
80mm x 40mm timber battens fixed to the existing floor @ 60mm c/c creating a frame that can be
easily removed in accordance with the conservation principle ensuring reversability of alterations
80mm Kingspan Therma TF70 in between timber battens
18mm Plywood sheeting put in place to fix the flooring to
Repaired paraquet flooring replaced after installation of additional insulation
in accordance with the conservation principle repair rather than replace
85mm x 40mm Vertical steel U channels fixed to the existing wall @
600mm c/c creating a frame that can be easily removed in accordance with
the conservation principle ensuring reversability of alterations
Existing external wall of block l
85mm Kingspan kooltherm K17 insulated dry-lining board in
between steel U channels
12.5mm Gyproc board finished with a layer of 2.5mm plaster skim
Walling alterations
Proposed - additional dry-lining board to the internal
face of the existing wall, consisting of 85mm
kingspan kooltherm K17 insulated dry-linig board in
between steel U channels, with 12.5mm gypsum
plasterboard with a 60minute fir rating in
accordance with BS 476, finished with a layer of
2.5mm skim. Steel U channels to be used as a base
frame for the proposed alterations, with limited
fixings along the horizontal steel U channels to limit
the amount of damage to the original structure as
possible in accordance with the conservation
principle ensuring reversibility of alterations.
Flooring alterations
Proposed - remove existing harwood flooring to
be repaired where possible and if not replaced,
additional 80mm kingspan Therma TF70 in
between timber battens to be added on top of
existing screed. Repaired hardwood flooring to
be put back down on top of the new insulation.
Timber battens to be used as a base frame for
the proposed alterations, with limited fixings so
to create the least amount of damage to the
original structure as possible in accordance with
the conservtion principle ensuring reversability
of alterations.
Scale
LECTURER
Drawn by
Date
Project number
Year 4 2013-2014
As indicated
Conservation Sheet
1
13-January-2014
Edel Fox
Noel Dunne, Sujana Sudhir
& Dan O' Sulivan
CSP1A104
1 : 100
Ground Floor Level Proposed Conservation
1
1 : 100
First Floor Level Proposed Conservation
2
1 : 100
Second Floor Level Proposed Conservation
3
does not happen.
irreplaceable.
restorations.
1 : 100
Proposed Short Section A-A Conservation
4
3D Proposed Additional Isulation
5
1 : 1
Section A-A Key Plan
6
3D Walling Alterations
7
3D Flooring Alterations
8
Existing U-Value
Existing Ground Floor 0.645W/m²K
Existing External Wall 1.84W/m²K
Existing Column 3.03W/m²K
Existing Roof 2.43W/m²K
Existing Windows 4.8W/m²K
Achieved U-Value
0.24W/m²K
0.21W/m²K
0.23W/m²K
0.23W/m²K
1.8W/m²K
1 : 1
3D Key Plan
9

16 17 18 19 21 22 23 24 25
O
N
M
L
K
13
8
7
6
5
4
2
9
10
I
H
G
E
D
C
B
1
15
A
P
J
3
F
14
has been added to the floor
Proposed ramp to
accomodate level
change between
corridor and classroom
after insulation has
been added to the floor
Proposed timber stud partition wall 130mm thick,
consisting of 2.5mm skim a double laye of gypsum
plasterboard with a 60minute fire rating, 75mm timber
studs with insulation in between, double layer of
12.5mm gypsum plasterboard with a 60minute fire
rating in accordance with BS 476, finished with a layer
of 2.5mm skim.
Proposed
new
external
fire exit to
accomodat
e a safe
exit from
the building
in case of
fire
Proposed
new
alternative
steel fire
escape
staircase
to replace
to existing
staircase
Proposed 2000mm clear width corridor to allow access to
all classrooms for disableds users, after the isulation has
been added to the existing floor and the floor level within
the classrooms has been raised. the corridor must be a
minimum of 2000mm to accomodate the amount of
traffic that will pass through the area on a daily basis.
windows and the detailing at cill level is to be addressed.
Regulations
Existing section of this wall is proposed to be
demolisehed to allow access for the new corridor
Proposed upgrading of existing doors throughout the ground floor with smoke
seals all around and covered in a layer of intumescent paint to provide a fire
resistance of 30mins
2880
1500
1200
1380
Proposed access ramp to main entrance at a
gradient of 1:12 in accordance with TGD M
1988
47 m²
Classroom
1
34 m²
Corridor 1
2
15 m²
WC's
3
23 m²
Classroom
4
64 m²
Cassroom
5
23 m²
Main Corridor GF
6
20 m²
Stairwell GF
714 m²
Stairwell GF
8
9 m²
Stairs Lobby
9
138 m²
Science Lab
10
43 m²
Lab Storage
11
94 m²
Staff Room
12
43 m²
Classroom
13
44 m²
Classroom
14
12 m²
Protective Corridor
15
24 m²
WC's
16
17 m²
Stairwell GF
17
66 m²
Kitchen
18
175 m²
Canteen
19
Room Legend
Canteen
Cassroom
Classroom
Corridor
Corridor 1
Kitchen
Lab Storage
Main Corridor GF
Protective Corridor
Science Lab
Staff Room
Stairs Lobby
Stairwell GF
WC's
1211 19132
18762
11069
10500
21090
7000
14540
7060
3168
573 2000 1350 2000 1350 2000 675 840 2000 600 2000 600 2000 400
6598 3350 3350 3350 1740
342335003578342335002500
290300032030006403040320300050030003873245
342335003230
2903000320300011961810536
3224 1842 1508 1842 3350 3350 3453
1791 2000 1275 675 2000 1350 2000 675 675 2000 1350 2000 778839
3500
3500
3230
1514
2000
1350
2000
1350
2000
1228
3423
3230
705
2000
1350
2000
598
373
1271
2126
3500
3500
3398
373
373
723
2000
1500
2000
1500
2000
675
825
2000
573 373
4414
3577
3423
348
348598
2000
1350
2000
1052
548
2000
1866
125
11886
100 3150 100320 1010 398840 1340 890532 1010 2582043 1010 4001940 1010 400480 1002 360
360
1010
2233
1194
1010
1194
1324
1010
1166
175
1340
735406
1810
427
208
1810
133
1770
1010 258
1199167662543316761121
2834
9024
1000
2151
2858
3015
15
FD30
12
FD30
13
FD30
9
FD60
8
FD60
2
FD60
1
FD60
3
FD60
4
FD30
5
FD30
7
FD30
6
FD30
10
FD30
11
FD30
16
FD60
17
FD60
28
FD30
25
FD30
24
FD30
20
FD30
19
FD30
21
FD60
26
FD60
23
FD30
22
FD60
27
FD60
14
FD60
15 m²
Stairwell GF
20
5 m²
Stairs Lobby
21
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
3400
3398
262
400
2698
3700
262
8650
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Existing Block L
1
2
3
4
5
6
7
8
9
10
11
22
21
20
19
18
17
16
15
14
13
12
UP 1 2 3 4 5 6 7 8 9 10
11 12 13 14 15 16 17 18 19 20
UP
UP
1
2
3
4
5
6
7
8
9
1011
12
13
14
15
16
17
18
19
20
348
193
146.00°
146.00°
1550
409 1810 409
2355
2634
10010006481000100
1000 628 1000
1000
1660
1
2
3
4
5
6
789101112
13
14
1516171819
20
21
22
23
24
25
26
27
28
29
30
31
Atrium Opening Above
155
1016
300
679 1707 700
General Notes:
-All works to comply with current building
regulations and code of practice.
-All works must be done to the satisfaction of
the buildign control officer.
-All dimensions in mm unless otherwise
noted.
-Drawings must not be scaled, written
dimensions must be followed.
-Expert advice must be sought from a
conservation architect and the heritage group
before construction can start on site.
-Glulaminated columns to be placed on the
intersection of grid lines as shown.
-Glulaminated beams to span along gridlines
from column to column.
-Walls not placed along gridlines.
-Primary structure glumainated columns and
beams to be in accordance with EN 14080.
-Cross laminated timber panels to be in
accordance with BS EN 1995-2, BS EN
12354-1 and BS EN 12354 -2 in terms of fire
and acoustic performance.
-Precast concrete for lift shaft and stair shaft
to comply with BS EN 1992-1-2:2004.
-Lift and stair shaft to be 60min fire proof
including access doors.
-All escape fire doors to be 60min fire rated
and fitted with automatic closers.
-Floor finish to be non-slip ceramic tiles and
timber floors where indicated on plan.
-Entrance area to have a minimum level
landing within 1800mm of entrance door.
29
FD60
32 33 35 36 37 38 39 40
4142434445
46
4748
49
505152
Wall dimensions either
side of gridline
Proposed demolishment of existing window and installation of
new fire rated door to allow for link access to new extension block
126
64
FD60
65
FD60
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
69
FD30
18
FD60
30
FD30
30667
19 m²
Corridor
22
120min Fire
Rated Straw
Bale Panel
External Wall
Reynaers Eco
System 50
insulated and
ventilated
windows
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
Reynaers Eco
System 50
insulated and
ventilated
windows
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Scale
LECTURER
Drawn by
Date
Project number
Year 4 2013-2014
1 : 100
Combined Ground Floor Plan
1
13-January-2014
Edel Fox
& Dan O' Sullivan
GAP1A105
1 : 100
Ground Floor Level
1
Door Schedule Ground Floor Level
Level Mark Fire Rating Width Height
GFL 1 FD60 1810 2110
GFL 2 FD60 1810 2110
GFL 3 FD60 1810 2110
GFL 4 FD30 1010 2110
GFL 5 FD30 1010 2110
GFL 6 FD30 1010 2110
GFL 7 FD30 1010 2110
GFL 8 FD60 1810 2110
GFL 9 FD60 1810 2110
GFL 10 FD30 1010 2110
GFL 11 FD30 1010 2110
GFL 12 FD30 1010 2110
GFL 13 FD30 1010 2110
GFL 14 FD60 1810 2110
GFL 15 FD30 1010 2110
GFL 16 FD60 813 2184
GFL 17 FD60 813 2184
GFL 18 FD60 1810 2110
GFL 19 FD30 910 2110
GFL 20 FD30 910 2110
GFL 21 FD60 1810 2110
GFL 22 FD60 1010 2110
GFL 23 FD30 1010 2110
GFL 24 FD30 910 2110
GFL 25 FD30 910 2110
GFL 26 FD60 1810 2110
GFL 27 FD60 1010 2110
GFL 28 FD30 835 2595
GFL 29 FD60 1810 2110
GFL 30 FD30 1950 2325
GFL 64 FD60 1810 2110
GFL 65 FD60 1810 2110
GFL 69 FD30 1950 2025
GFL 74 FD60 1810 2110
Room Schedule Ground Floor Level
Number Name Level Area
1 Classroom GFL 47 m²
2 Corridor 1 GFL 34 m²
3 WC's GFL 15 m²
5 Cassroom GFL 64 m²
6 Main Corridor GF GFL 23 m²
7 Stairwell GF GFL 20 m²
9 Stairs Lobby GFL 9 m²
10 Science Lab GFL 138 m²
11 Lab Storage GFL 43 m²
12 Staff Room GFL 94 m²
15 Protective Corridor GFL 12 m²
16 WC's GFL 24 m²
18 Kitchen GFL 66 m²
19 Canteen GFL 175 m²
21 Stairs Lobby GFL 5 m²
22 Corridor GFL 19 m²
Block L
Proposed upgrade to existing external walls
Proposed - additional dry-lining board to the internal face of the existing wall,
consisting of 85mm kingspan kooltherm K17 insulated dry-linig board in between
steel U channels, with 12.5mm gypsum plasterboard with a 60minute fir rating in
accordance with BS 476, finished with a layer of 2.5mm skim.
Proposed upgrade to existing internal walls
Proposed - additional dry-linig board to both faces of the partition wall, consisting
of 50mm kingspan kolltherm K17 insulated dry-lining board in between steel U
channels, with 12.5mm gypsum plasterboard with a 60minute fire rating in
accordance with BS 476, finished with a layer of 2.5mm skim. This to be done to
both sides of the wall.
Proposed upgrade to existing floor
Proposed - remove existing harwood flooring to be repaired where possible and
if not replaced, additional 80mm kingspan Therma TF70 in between timber
battens to be added on top of existing screed. Repaired hardwood flooring to be
put back down on top of the new insulation.
Proposed upgrade to existing roof
the drainage issues addressed.
Proposed timber stud partition
Proposed - timber stud partition wall 130mm thick, consisting of 2.5mm skim a
double laye of gypsum plasterboard with a 60minute fire rating, 75mm timber
studs with insulation in between, double layer of 12.5mm gypsum plasterboard
with a 60minute fire rating in accordance with BS 476, finished with a layer of
2.5mm skim.
Proposed upgrade to existing windows
Proposed - Upgrading to double glazed argon filled timber framed windows which
will achieve a u-value of 1.8w/m²k. Install draught proofing strips around all
windows to lower heat loss even more. Address detailing at cill to fix the water
drainage problem from occuring.
Proposed upgrade to existing internal doors
resistance of 30mins.
New Extension
Structural Foundations – 540mm X 400mm reinforced concrete ring beams to
carry the load of the external and internal walls, while also allocating a space for
the hollowcore flooring to sit into. The hollowcore flooring will bear half way on to
each beam and be securely strapped back using T12 tie bars bedded in with the
screed. Each structural glulam column will be connected back to a 360mm x
360mm square reinforced concrete column. Each concrete column will vary in
depth as the ground is gradually sloped. The reinforced concrete column will be
structurally supported below by a pad foundation. Each column is to have its own
individual pad foundation where possible.
Ground Floor Build Up – DPM to be placed between hollowcore floor slabs and
ground, 200mm precast concrete hollowcore flooring slabs to be connected back
to the reinforced concrete ring beams, both in accordance with BS EN 1992-1-
2:2004. 75mm structural concrete screed to be placed on top of the hollowcore
flooring slabs. 80mm Kingspan Kooltherm K3 Floorboard to be placed on top of
the structural screed, with 80mm x 40mm thimber battens @ 600mm c/c to be
placed in between. 18mm plywood sheeting to be placed over the insulation and
fixed back to the timber battens @ 600mm c/c. Finally the floor is to be finished
in accordance with the use of each specific room, with 22mm oak flooring to be
placed in most areas and a tile finish to be placed in the kitchen and WC areas.
Intermediate Floor Build Up – On the underside, the floor is to be finished with a
2.5mm plaster skim, which is applied directly to 12.5mm gyproc board. This is
followed by a 25mm services gap and then 50mm rockwool insulation, in between
25mm x 75mm timber battens @ 600mm c/c fixed back to the cross laminated
timber panels. These battens are used to support and fix the gyproc board in
place. The main structure of the floor is made up of a 200mm (5 x 40mm layers)
cross laminated timber panels, which spans from one glulam beam to another.
Above this there is another layer of 50mm rockwool insulation in between 25mm
x 50mm timber battens @ 600mm c/c. Then sheets of 18mm plywood finally
finished off with a 22mm oak flooring or a tile finish depending on the use of the
room.
Roof Build Up - On the underside, the roof is to be finished with a 2.5mm plaster
skim, which is applied directly to 12.5mm gyproc board. This is followed by a
25mm services gap and then 50mm rockwool insulation, in between 25mm x
75mm timber battens @ 600mm c/c fixed back to the cross laminated timber
panels. These battens are used to support and fix the gyproc board in place.
The main structure of the floor is made up of a 200mm (5 x 40mm layers) cross
laminated timber panels, which spans from one glulam beam to another. Above
this a vapour barrier layer is to be added. Followed by 120mm Kingspan
Thermaroof TR31, then a 3G base layer, finished with a triple layer of built up felt
waterproofing.
External Wall Build Up – From Exterior: 8mm external lime render finish, 40mm
wood fibre combined breather membrane board, 12mm timbervent, 400mm
wheat straw bale insulation in between 400mm ‘I’ studs spaced @ 600mm c/c,
15mm OSB, 25mm services cavity in between 25mm x 50mm vertical timber
battens fixed back to the 15mm OSB, finished on the interior side with a layer of
12.5mm gyproc board and 2.5mm plaster skim finish. Each end of the straw bale
panel is closed with a 43mm x 400mm glulaminated column. This system is from
the manufacturer Modcell, it is the Modcell Core + panel. This wall panel
achieves a u-value of 0.11 W/(m2K), a fire rating of 120mins, and an acoustic
performance rating of 52db.
Internal Wall Build Up – 2.5mm plaster finish, 12.5mm gyproc board, 25mm
rockwool insulation in between 25mm x 25mm vertical timber battens spaced @
600mm c/c fixed back to the cross laminated timber panel, put in place to support
and fix the gyproc board to. Followed by 120mm (40mm x 3 layers) cross
laminated timber wall panel in accordance with BS EN 1995-2, BS EN 12354-1
and BS EN 12354-2 in terms of fire and acoustic performance, 25mm rockwool
insulation in between 25mm x 25mm vertical timber battens spaced @ 600mm
c/c fixed back to the cross laminated timber panel, put in place to support and fix
the gyproc board to. Finished with 12.5mm gyproc board and 2.5mm plaster
skim finish.
Concrete Wall Panels – 200mm reinforced precast concrete solid wall panels to
be used in the stairs, stair lobby, lift shaft and protected corridor to provide
structural strength and achieve the required fire rating in accordance with TGD B.
the panels are also relatively soundproof so this will eliminate sound transmission
throughout the building. The internal panels will have a 25mm service cavity in
between 25mm x 50mm vertical timber battens, finished with 12.5mm gyproc
board and a 2.5mm plaster skim finish, with the side inside the lift or stairs shaft
having the concrete left exposed. The panels that are exposed to the outside will
have no internal finish (concrete to be left exposed), and an 8mm lime render
finish to the external face.
3D GL
2

16 17 18 19 21 22 23 24 25
O
N
M
L
K
13
8
7
6
5
4
2
9
10
I
H
G
E
D
C
B
1
15
A
P
J
3
F
14
fire escape staircase to replace
to existing staircase
windows and the detailing at cill level is to be addressed.
Regulations
has been added to the floor
Proposed ramp to accomodate level change between
corridor and classroom after insulation has been
added to the floor
Proposed parquet flooring to be repaired were possible
and relaid and if not possible to be replaced after the
insulation has been added to the floor
201 m²
Classroom
29
30 m²
Corridor
30
20 m²
Stairwell FFL
3114 m²
Stairwell FFL
32
9 m²
Stairwell Lobby
33
138 m²
Science Lab
34
43 m²
Lab Storage
35
67 m²
Classroom
36
25 m²
Storage
37
43 m²
Classroom
38
44 m²
Classroom
39
12 m²
Protective Corridor
40
24 m²
WC's
41
17 m²
Stairwell FFL
42
64 m²
Kitchen Storage
43
176 m²
Canteen
44
15 m²
Room
45
5 m²
Room
46
1211
21090
820250035003423357835003423348
638300032030003133283040320300050030003133320
10500
7000
14540
6598 3350 3350 3350 1740
342335003230
29030003203000
3500
3500
3230
2000
1350
2000
1350
2000
1228
3423
3230
705
2000
1350
2000
598
4414
3577
3423
348
348598
2000
1350
2000
1052
548
2000
1866
125
11886
9020
1000
2151
2858
3011
19132
573 2000 1350 2000 1350 2000 675 840 2000 600 2000 600 2000 400
313
18746
3304 1842 1508 1842 3350 3350 3777
1871 2000 1275 675 2000 1350 2000 675 675 2000 1350 2000 1102
11149
373
3398
3500
3500
2126
1271
373
373
573
2000
825
675
2000
1500
2000
1500
2000
723
373
Room Legend
Canteen
Classroom
Corridor
Kitchen Storage
Lab Storage
Protective Corridor
Room
Science Lab
Stairwell FFL
Stairwell Lobby
Storage
WC's
45
FD60
44
FD60
39
FD30
41
FD30
40
FD30
31
FD60 32
FD60
33
FD30
34
FD30
36
FD30
35
FD30
37
FD30
38
FD30
42
FD60
43
FD60
49
FD30
48
FD30
47
FD30 50
FD6046
FD60
429
1794
437
1296
1794
308
155
22511340
735
175
4784
1000
1200
1200
Ramp @
gradient of 1:20
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
120min Fire
Rated Straw
Bale Panel
External Wall
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
120min Fire
Rated Straw
Bale Panel
External Wall
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
1324
1010
1166
1194
1010
1194
300
1010
2293
532 1010 300 2140 1010 200 2243 1010 200 565 1010 1010 398 3350
409 1810 409
2355
1851
64172464
461 1010 1383
2854
10006481000
1000 628 1000
1660
1000
General Notes:
-All works must be done to the satisfaction of
the buildign control officer.
noted.
conservation architect and the heritage group
before construction can start on site.
-Glulaminated columns to be placed on the
intersection of grid lines as shown.
-Glulaminated beams to span along gridlines
from column to column.
-Primary structure glumainated columns and
beams to be in accordance with EN 14080.
12354-1 and BS EN 12354 -2 in terms of fire
and acoustic performance.
-Precast concrete for lift shaft and stair shaft
to comply with BS EN 1992-1-2:2004.
-All escape fire doors to be 60min fire rated
and fitted with automatic closers.
-Floor finish to be non-slip ceramic tiles and
timber floors where indicated on plan.
1
2
3
4
5
6
7
8
9
10
11
23
22
21
20
19
18
17
16
15
14
13
1
2
3
4
5
6
7
8
9
1011
12
13
14
15
16
17
18
19
20
1 2 3 4 5 6 7 8 9 10
11 12 13 14 15 16 17 18 19 20
53
54
55
56
57
58
596061626364
65
66
6768697071
72
73
74
75
76
77
78
79
80
81
82
83
84 85 86 87 88 89 90 91 92
9394959697
9899
100101102
12
24
Proposed demolishment of existing window and installation of new
fire rated door to allow for link access to new extension block
348
193
Wall dimensions either
side of gridline
146.00°
146.00°
63
FD60
66
FD60
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
127
128
8650
400
2698
403
2700
598
262
3400
3398
262
7060
1842 1366
3208
30763
Existing Block L
120min Fire
Rated Straw
Bale Panel
External Wall
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
Reynaers Eco
System 50
insulated and
ventilated
windows
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Scale
LECTURER
Drawn by
Date
Project number
Year 4 2013-2014
1 : 100
Combined First Floor Plan
1
13-January-2014
Edel Fox
& Dan O' Sullivan
GAP1A106
1 : 100
First Floor Level
1
Block L
Proposed - additional dry-linig board to both faces of the partition wall,
consisting of 50mm kingspan kolltherm K17 insulated dry-lining board in between
steel U channels, with 12.5mm gypsum plasterboard with a 60minute fire rating
in accordance with BS 476, finished with a layer of 2.5mm skim. This to be done
to both sides of the wall.
battens to be added on top of existing screed. Repaired hardwood flooring to
12.5mm plasterboard finished with a 2.5mm skim. The existing rubber
membrane needs to be stripped and the torch on felt repaired and the pebbles
replaces, and the drainage issues addressed.
2.5mm skim.
Proposed - Upgrading to double glazed argon filled timber framed windows
which will achieve a u-value of 1.8w/m²k. Install draught proofing strips around all
New Extension
the hollowcore flooring to sit into. The hollowcore flooring will bear half way on
to each beam and be securely strapped back using T12 tie bars bedded in with
the screed. Each structural glulam column will be connected back to a 360mm x
structurally supported below by a pad foundation. Each column is to have its
own individual pad foundation where possible.
Ground Floor Build Up – DPM to be placed between hollowcore floor slabs
and ground, 200mm precast concrete hollowcore flooring slabs to be connected
back to the reinforced concrete ring beams, both in accordance with BS EN
1992-1-2:2004. 75mm structural concrete screed to be placed on top of the
hollowcore flooring slabs. 80mm Kingspan Kooltherm K3 Floorboard to be
placed on top of the structural screed, with 80mm x 40mm thimber battens @
600mm c/c to be placed in between. 18mm plywood sheeting to be placed over
the insulation and fixed back to the timber battens @ 600mm c/c. Finally the
floor is to be finished in accordance with the use of each specific room, with
22mm oak flooring to be placed in most areas and a tile finish to be placed in
the kitchen and WC areas.
Intermediate Floor Build Up – On the underside, the floor is to be finished with
a 2.5mm plaster skim, which is applied directly to 12.5mm gyproc board. This is
followed by a 25mm services gap and then 50mm rockwool insulation, in
between 25mm x 75mm timber battens @ 600mm c/c fixed back to the cross
laminated timber panels. These battens are used to support and fix the gyproc
board in place. The main structure of the floor is made up of a 200mm (5 x
40mm layers) cross laminated timber panels, which spans from one glulam
beam to another. Above this there is another layer of 50mm rockwool insulation
in between 25mm x 50mm timber battens @ 600mm c/c. Then sheets of 18mm
plywood finally finished off with a 22mm oak flooring or a tile finish depending
on the use of the room.
Roof Build Up - On the underside, the roof is to be finished with a 2.5mm
plaster skim, which is applied directly to 12.5mm gyproc board. This is followed
by a 25mm services gap and then 50mm rockwool insulation, in between 25mm
x 75mm timber battens @ 600mm c/c fixed back to the cross laminated timber
Thermaroof TR31, then a 3G base layer, finished with a triple layer of built up
felt waterproofing.
12.5mm gyproc board and 2.5mm plaster skim finish. Each end of the straw
bale panel is closed with a 43mm x 400mm glulaminated column. This system is
from the manufacturer Modcell, it is the Modcell Core + panel. This wall panel
600mm c/c fixed back to the cross laminated timber panel, put in place to
support and fix the gyproc board to. Followed by 120mm (40mm x 3 layers)
cross laminated timber wall panel in accordance with BS EN 1995-2, BS EN
12354-1 and BS EN 12354-2 in terms of fire and acoustic performance, 25mm
support and fix the gyproc board to. Finished with 12.5mm gyproc board and
2.5mm plaster skim finish.
Concrete Wall Panels – 200mm reinforced precast concrete solid wall panels
to be used in the stairs, stair lobby, lift shaft and protected corridor to provide
structural strength and achieve the required fire rating in accordance with TGD
B. the panels are also relatively soundproof so this will eliminate sound
transmission throughout the building. The internal panels will have a 25mm
service cavity in between 25mm x 50mm vertical timber battens, finished with
12.5mm gyproc board and a 2.5mm plaster skim finish, with the side inside the
lift or stairs shaft having the concrete left exposed. The panels that are exposed
to the outside will have no internal finish (concrete to be left exposed), and an
8mm lime render finish to the external face.
Door Schedule First Floor Level
FFL 15 FD60 184 1245
FFL 16 FD60 184 190
FFL 31 FD60 1810 2110
FFL 32 FD60 1810 2110
FFL 33 FD30 1010 2110
FFL 34 FD30 1010 2110
FFL 35 FD30 1010 2110
FFL 36 FD30 1010 2110
FFL 37 FD30 1010 2110
FFL 38 FD30 1010 2110
FFL 39 FD30 1010 2110
FFL 40 FD30 1010 2110
FFL 41 FD30 1010 2110
FFL 42 FD60 813 2184
FFL 43 FD60 813 2184
FFL 44 FD60 1810 2110
FFL 45 FD60 1810 2110
FFL 46 FD60 184 665
FFL 47 FD30 910 2110
FFL 48 FD30 1010 2110
FFL 49 FD30 910 2110
FFL 50 FD60 910 2110
FFL 63 FD60 1810 2110
FFL 66 FD60 1810 2110
FFL 73 FD30 910 2110
Room Schedule First Floor Leel
29 Classroom FFL 201 m²
30 Corridor FFL 30 m²
31 Stairwell FFL FFL 20 m²
33 Stairwell Lobby FFL 9 m²
34 Science Lab FFL 138 m²
35 Lab Storage FFL 43 m²
37 Storage FFL 25 m²
40 Protective Corridor FFL 12 m²
41 WC's FFL 24 m²
43 Kitchen Storage FFL 64 m²
44 Canteen FFL 176 m²
45 Room FFL 15 m²
46 Room FFL 5 m²
3D FFL
2

16 17 18 19 21 22 23 24 25
O
N
M
L
K
13
8
7
6
5
4
2
9
10
I
H
G
E
D
C
B
1
15
A
P
J
3
F
14
fire escape staircase to replace
to existing staircase
Proposed all windows to be upgraded to double glazed argon filled timber framed windows.
Proposed draught proofing strips to be added around all windows and the detailing at cill level is to
be addressed.
Regulations
Proposed demolishment of existing
corridor walls as adequate space was no
provided for wheelchair users in
accordance with TGD M
Proposed new corridor a minimum width of 2000mm to allow sufficient access for
disabled access and to allow sufficient room for the foot traffic that will pass through
the building in accordance with TGD M
Proposed upgrade to existing walls with an additional dry-lining board to both faces of the
partition wall, consisting of 50mm kingspan kolltherm K17 insulated dry-lining board in between
steel U channels, with 12.5mm gypsum plasterboard with a 60minute fire rating in accordance
with BS 476, finished with a layer of 2.5mm skim. This to be done to both sides of the wall.
classroom after insulation has been added to the floor
classroom after insulation has been added to the floor
Proposed addition of Parquet
flooring to be added after
insulation has been added to the
floor to keep in character with the
rest of the building
Proposed addition of Parquet flooring to
be added after insulation has been added
to the floor to keep in character with
the rest of the building
with the rest of the building
11 m²
Showers
47
99 m²
Games Room
48
116 m²
Music Room
49
6 m²
Corridor
50
20 m²
Stairwell SFL
51
14 m²
Stairwell SFL
52
9 m²
Stairwell Lobby
53
10 m²
Protected Corridor
54
24 m²
WC's
55
17 m²
Stairwell SFL
56
15 m²
Stairwell SFL
57
5 m²
Stairwell Lobby
58
Room Legend
Corridor
Games Room
Music Room
Protected Corridor
Showers
Stairwell Lobby
Stairwell SFL
WC's
1211
General Notes:
-All works must be done to the
satisfaction of the buildign control
officer.
noted.
conservation architect and the heritage
group before construction can start on
site.
-Glulaminated columns to be placed on
the intersection of grid lines as shown.
-Glulaminated beams to span along
gridlines from column to column.
-Primary structure glumainated columns
and beams to be in accordance with EN
14080.
12354-1 and BS EN 12354 -2 in terms of
fire and acoustic performance.
-Precast concrete for lift shaft and stair
shaft to comply with BS EN 1992-1-
2:2004.
-All escape fire doors to be 60min fire
rated and fitted with automatic closers.
-Floor finish to be non-slip ceramic tiles
and timber floors where indicated on
plan.
1
2
3
4
5
6
7
8
9
1011
12
13
14
15
16
17
18
19
20
1 2 3 4 5 6 7 8 9 10
11 12 13 14 15 16 17 18 19 20
Proposed demolishment of existing window and installation of
new fire rated door to allow for link access to new extension block
1
2
3
4
5
6
7
8
9
10
11
23
22
21
20
19
18
17
16
15
14
13
12
24
425
1810
425
1296
175
1340
735155
2251
155
9024
3015
2858
2151
1000
11874
335
3423
3577
4414
125
360
1271
2126
3500
3500
3398
360
14515
335
3423
3235
6993
903
3500
3500
3243
11146
3314 1842 1508 1842 3350 3350 3569
18775
348342335003243
360 6598 3350 3350 3350 1740
348342335003578342335002500
10010006481000100
2634
241 1010 1383
565 1010 3615 1010 398
56
FD60
53
FD30
55
FD30
54
FD30
62
FD6057
FD60
61
FD30
59
FD30
60
FD30
58
FD30
51
FD60 52
FD60
1851
859876116
409 1810 409
2355
1000 628 1000
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
60min Fire rated
Cross Laminated
Timber Panel
Parapet wall
covered in
roofing felt
Membrane
coated insulated
gutter
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
60min Fire rated
200mm Cross
laminated timber
panel floor
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
120min Fire
Rated Straw
Bale Panel
External Wall
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire rated
Glulaminated
beam 140mm x
675mm EN
14080
60min Fire rated
Cross Laminated
Timber Panel
Parapet wall
covered in
roofing felt
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
120min Fire
Rated Straw
Bale Panel
External Wall
Glass handrail at
a height of
900mm
Glass handrail at
a height of
900mm
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
Membrane
coated insulated
gutter
Membrane
coated insulated
gutter
60min Fire rated
Cross Laminated
Timber Panel
Parapet wall
covered in
roofing felt
60min Fire rated
Cross Laminated
Timber Panel
Parapet wall
covered in
roofing felt60min Fire rated
Cross Laminated
Timber Panel
Parapet wall
covered in
roofing felt
8650
30763
400
2698
403
2700
598
262
3400
3398
262
7060
1842 1366
3208
21090
Existing Block L
Existing Block B
&
Block C
103
104
105
106 107 108 109 110 111 112 113 114
120121
Direction of rain water flow
Proposed to be demolished
Legend
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
67
FD60
68
FD60
8650
30763
400
2698
403
2700
598
262
3400
3398
262
7060
1842 1366
3208
22mm Accoya
timber cladding
finish to the
exterior
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
Membrane
coated insulated
gutter
Reynaers Eco
System 50
insulated and
ventilated
windows
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
Membrane
coated insulated
gutter
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Reynaers Eco
System 50
insulated and
ventilated
windows
Scale
LECTURER
Drawn by
Date
Project number
Year 4 2013-2014
1 : 100
Combined Second Floor Plan
1
13-January-2014
Edel Fox
& Dan O' Sullivan
GAP1A107
1 : 100
Second Floor Level
1
Block L
Proposed - additional dry-linig board to both faces of the partition wall,
consisting of 50mm kingspan kolltherm K17 insulated dry-lining board in between
steel U channels, with 12.5mm gypsum plasterboard with a 60minute fire rating
in accordance with BS 476, finished with a layer of 2.5mm skim. This to be done
to both sides of the wall.
battens to be added on top of existing screed. Repaired hardwood flooring to
12.5mm plasterboard finished with a 2.5mm skim. The existing rubber
membrane needs to be stripped and the torch on felt repaired and the pebbles
replaces, and the drainage issues addressed.
2.5mm skim.
Proposed - Upgrading to double glazed argon filled timber framed windows
which will achieve a u-value of 1.8w/m²k. Install draught proofing strips around all
New Extension
the hollowcore flooring to sit into. The hollowcore flooring will bear half way on
to each beam and be securely strapped back using T12 tie bars bedded in with
the screed. Each structural glulam column will be connected back to a 360mm x
structurally supported below by a pad foundation. Each column is to have its
own individual pad foundation where possible.
Ground Floor Build Up – DPM to be placed between hollowcore floor slabs
and ground, 200mm precast concrete hollowcore flooring slabs to be connected
back to the reinforced concrete ring beams, both in accordance with BS EN
1992-1-2:2004. 75mm structural concrete screed to be placed on top of the
hollowcore flooring slabs. 80mm Kingspan Kooltherm K3 Floorboard to be
placed on top of the structural screed, with 80mm x 40mm thimber battens @
600mm c/c to be placed in between. 18mm plywood sheeting to be placed over
the insulation and fixed back to the timber battens @ 600mm c/c. Finally the
floor is to be finished in accordance with the use of each specific room, with
22mm oak flooring to be placed in most areas and a tile finish to be placed in
the kitchen and WC areas.
Intermediate Floor Build Up – On the underside, the floor is to be finished with
a 2.5mm plaster skim, which is applied directly to 12.5mm gyproc board. This is
followed by a 25mm services gap and then 50mm rockwool insulation, in
between 25mm x 75mm timber battens @ 600mm c/c fixed back to the cross
laminated timber panels. These battens are used to support and fix the gyproc
board in place. The main structure of the floor is made up of a 200mm (5 x
40mm layers) cross laminated timber panels, which spans from one glulam
beam to another. Above this there is another layer of 50mm rockwool insulation
in between 25mm x 50mm timber battens @ 600mm c/c. Then sheets of 18mm
plywood finally finished off with a 22mm oak flooring or a tile finish depending
on the use of the room.
Roof Build Up - On the underside, the roof is to be finished with a 2.5mm
plaster skim, which is applied directly to 12.5mm gyproc board. This is followed
by a 25mm services gap and then 50mm rockwool insulation, in between 25mm
x 75mm timber battens @ 600mm c/c fixed back to the cross laminated timber
Thermaroof TR31, then a 3G base layer, finished with a triple layer of built up
felt waterproofing.
12.5mm gyproc board and 2.5mm plaster skim finish. Each end of the straw
bale panel is closed with a 43mm x 400mm glulaminated column. This system is
from the manufacturer Modcell, it is the Modcell Core + panel. This wall panel
support and fix the gyproc board to. Followed by 120mm (40mm x 3 layers)
cross laminated timber wall panel in accordance with BS EN 1995-2, BS EN
12354-1 and BS EN 12354-2 in terms of fire and acoustic performance, 25mm
support and fix the gyproc board to. Finished with 12.5mm gyproc board and
2.5mm plaster skim finish.
Concrete Wall Panels – 200mm reinforced precast concrete solid wall panels
to be used in the stairs, stair lobby, lift shaft and protected corridor to provide
structural strength and achieve the required fire rating in accordance with TGD
B. the panels are also relatively soundproof so this will eliminate sound
transmission throughout the building. The internal panels will have a 25mm
service cavity in between 25mm x 50mm vertical timber battens, finished with
12.5mm gyproc board and a 2.5mm plaster skim finish, with the side inside the
lift or stairs shaft having the concrete left exposed. The panels that are exposed
to the outside will have no internal finish (concrete to be left exposed), and an
8mm lime render finish to the external face.
Door Schedule Second Floor Level
SFL 51 FD60 1810 2110
SFL 53 FD30 1010 2110
SFL 54 FD30 1010 2110
SFL 55 FD30 1010 2110
SFL 56 FD60 1810 2110
SFL 57 FD60 825 2025
SFL 58 FD30 910 2110
SFL 59 FD30 1010 2110
SFL 60 FD30 1010 2110
SFL 61 FD30 1010 2110
SFL 62 FD60 910 2110
SFL 67 FD60 1810 2110
SFL 68 FD60 1810 2110
Room Schedule Second Floor Leel
47 Showers SFL 11 m²
48 Games Room SFL 99 m²
49 Music Room SFL 116 m²
50 Corridor SFL 6 m²
51 Stairwell SFL SFL 20 m²
53 Stairwell Lobby SFL 9 m²
54 Protected Corridor SFL 10 m²
55 WC's SFL 24 m²
58 Stairwell Lobby SFL 5 m²
3D SFL
2

161718192122232425 13
GFL
0
FFL
3530
SFL
7030
Parapet 1
10530
15 14
Parapet 2
11000
Parapet 3
12500
Parapet
7830
Parapet 4
13000
10987 11 12
646362616059
15
67 68 69
1716 18
70 71
19 20
72 73
21 22
74 75 76
23 24 25
77
26
78 79 80
2827
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
60min Fire rated
Cross Laminated
Timber Panel
Parapet wall
covered in
roofing felt
22mm Accoya
timber cladding
finish to the
exterior
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 coveringSolid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
22mm Accoya
timber cladding
finish to the
exterior
120min Fire
Rated Straw
Bale Panel
External Wall
Reynaers Eco
System 50
insulated and
ventilated
windows
Reynaers Eco
System 50
insulated and
ventilated
windows
Reynaers Eco
System 50
insulated and
ventilated
windows
O N M L K
GFL
0
FFL
3530
SFL
7030
Parapet 1
10530
P J
Parapet 2
11000
Parapet 3
12500
Parapet
7830
Parapet 4
13000
120
98
46
28
FD30
50
FD60
62
FD60
103
53
1
27
FD60
2
54 55 56 57 58
6543
120min Fire
Rated Straw
Bale Panel
External Wall
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
Structural
Glulaminated
Columns 200mm
x 250mm to EN
14080
60min Fire
Rated CLT
Internal Partition
to BS EN 1995-2
120min Fire
Rated Straw
Bale Panel
External Wall
60min Fire rated
Cross Laminated
Timber Panel
Roof with a
Kingspan
Thermaroof
TR31 covering
Solid Wall
Precast
Concrete Panels
to BS EN
1992-1-2:2004
Reynaers Eco
System 50
insulated and
ventilated
windows
Reynaers Eco
System 50
insulated and
ventilated
windows
Reynaers Eco
System 50
insulated and
ventilated
windows
22mm Accoya
timber cladding
finish to the
exterior
Scale
LECTURER
Drawn by
Date
Project number
Year 4 2013-2014
1 : 100
Combined North & East Elevations
1
13-January-2014
Edel Fox
& Dan O' Sullivan
NEEP1A108
Block L
Proposed - additional dry-linig board to both faces of the partition wall, consisting
of 50mm kingspan kolltherm K17 insulated dry-lining board in between steel U
channels, with 12.5mm gypsum plasterboard with a 60minute fire rating in
accordance with BS 476, finished with a layer of 2.5mm skim. This to be done to
both sides of the wall.
battens to be added on top of existing screed. Repaired hardwood flooring to be
put back down on top of the new insulation.
the drainage issues addressed.
2.5mm skim.
Proposed - Upgrading to double glazed argon filled timber framed windows which
will achieve a u-value of 1.8w/m²k. Install draught proofing strips around all
New Extension
the hollowcore flooring to sit into. The hollowcore flooring will bear half way on to
each beam and be securely strapped back using T12 tie bars bedded in with the
screed. Each structural glulam column will be connected back to a 360mm x
structurally supported below by a pad foundation. Each column is to have its own
individual pad foundation where possible.
Ground Floor Build Up – DPM to be placed between hollowcore floor slabs and
ground, 200mm precast concrete hollowcore flooring slabs to be connected back
to the reinforced concrete ring beams, both in accordance with BS EN 1992-1-
2:2004. 75mm structural concrete screed to be placed on top of the hollowcore
flooring slabs. 80mm Kingspan Kooltherm K3 Floorboard to be placed on top of
the structural screed, with 80mm x 40mm thimber battens @ 600mm c/c to be
placed in between. 18mm plywood sheeting to be placed over the insulation and
fixed back to the timber battens @ 600mm c/c. Finally the floor is to be finished
in accordance with the use of each specific room, with 22mm oak flooring to be
placed in most areas and a tile finish to be placed in the kitchen and WC areas.
Intermediate Floor Build Up – On the underside, the floor is to be finished with a
2.5mm plaster skim, which is applied directly to 12.5mm gyproc board. This is
followed by a 25mm services gap and then 50mm rockwool insulation, in between
25mm x 75mm timber battens @ 600mm c/c fixed back to the cross laminated
timber panels. These battens are used to support and fix the gyproc board in
place. The main structure of the floor is made up of a 200mm (5 x 40mm layers)
cross laminated timber panels, which spans from one glulam beam to another.
Above this there is another layer of 50mm rockwool insulation in between 25mm
x 50mm timber battens @ 600mm c/c. Then sheets of 18mm plywood finally
finished off with a 22mm oak flooring or a tile finish depending on the use of the
room.
Roof Build Up - On the underside, the roof is to be finished with a 2.5mm plaster
skim, which is applied directly to 12.5mm gyproc board. This is followed by a
25mm services gap and then 50mm rockwool insulation, in between 25mm x
75mm timber battens @ 600mm c/c fixed back to the cross laminated timber
Thermaroof TR31, then a 3G base layer, finished with a triple layer of built up felt
waterproofing.
12.5mm gyproc board and 2.5mm plaster skim finish. Each end of the straw bale
panel is closed with a 43mm x 400mm glulaminated column. This system is from
the manufacturer Modcell, it is the Modcell Core + panel. This wall panel
600mm c/c fixed back to the cross laminated timber panel, put in place to support
and fix the gyproc board to. Followed by 120mm (40mm x 3 layers) cross
laminated timber wall panel in accordance with BS EN 1995-2, BS EN 12354-1
and BS EN 12354-2 in terms of fire and acoustic performance, 25mm rockwool
insulation in between 25mm x 25mm vertical timber battens spaced @ 600mm
c/c fixed back to the cross laminated timber panel, put in place to support and fix
the gyproc board to. Finished with 12.5mm gyproc board and 2.5mm plaster
skim finish.
Concrete Wall Panels – 200mm reinforced precast concrete solid wall panels to
be used in the stairs, stair lobby, lift shaft and protected corridor to provide
structural strength and achieve the required fire rating in accordance with TGD B.
the panels are also relatively soundproof so this will eliminate sound transmission
throughout the building. The internal panels will have a 25mm service cavity in
between 25mm x 50mm vertical timber battens, finished with 12.5mm gyproc
board and a 2.5mm plaster skim finish, with the side inside the lift or stairs shaft
having the concrete left exposed. The panels that are exposed to the outside will
have no internal finish (concrete to be left exposed), and an 8mm lime render
finish to the external face.
Windows and door Specifications
Reynaers ecosystem CS 86-HI
CS 86-HI is a multi-chamber system for windows and doors that combines aesthetic
design, optimal stability and high thermal comfort. Due to the insulating skeleton
strips, CS 86-HI achieves Uf-values down to 1.2 W/m²K, making this a highly energy
efficient system. Flexible expansion strips in the door vents ensure stability in all
conditions.
Minimum visable width inward opening window:
Frame 51mm / Vent 35mm
Minimum visable width outward opening flush door:
Frame 42mm / Vent 102mm
Thermal insulation in accordance with EN 10077-2: Achieves U-value of 1.2 W/m²K
Burglar resistance: WK 2 in accordance with EnV 1627 – ENV 1630
Curtain Walling Specifications
Curtain Wall CW 50
• Manufacturer: Reynaers Ltd
• Product reference: Curtain Wall CW 50 Standard
/Curtain Wall CW 50-FP EW 30
/Curtain Wall CW 50-FP EW 60 /Curtain Wall CW
50- HL /Curtain Wall CW 50-RA
• Internal framing member: Extruded aluminium
- Finish: Anodized /Polyester powder coated
- Colour:
- Minimum film thickness:
• External cover cap: Extruded aluminium
- Finish: Anodized /Polyester powder coated
- Colour:
- Minimum film thickness:
• Doors:
• Windows: Fixed light (CW50-FP) /Glazed in windows
/Structural glazing
- Configuration: Horizontal pivot /Parallel opener
/Side hung /Tilt and turn /Top hung
• Glazing: Insulating glass units /Single glazed panes
• Glazing system: Dry glazed gasket
• Panel/ Facing type:
External Render
Lime Render
Render mix - 3.5 NHL : Moderate to eminently hydraulic
Binder sand ratio
1: 1.5 to 1:3 depending on the support and backround conditions
and the fineness of the sand.
Sand grading: Sharp and Gritty 3-4mm down to 75 mirons
Scratch coat - 3-5 mm, Ratio: 1 volume of NHL 4.5 to 1.5
volumes of sand
Undercoat - 15-20mm, Ratio: 1 volume of NHL 3.5 to 2 volumes
of sand (at this dosage consumption 0.35kg of NHL 3.5m2 per
each mm of thickness)
Finish coat 5-10mm, Ratio 1 volume of NHL 3.5 to 2.5 volumes
of sand
Caution: No water barriers should be added to the wall as lime
render works in conjunction with the breathability of the wall
Timber Cladding
Accoya by Accys Technologies
Accoya wood is made from softwood but has the qualities of
hardwood, produced via a process called acetylation. Acetylation
transforms the free hydroxyls in the wood into acetyl groups,
reducing the wood’s ability to absorb water, making it more
dimensionally stable and more durable.
Manufacturer Accys Technologies
Type of cladding Horizontal and vertical
Wood species Softwood, for example Radiata pine
Treatment Acetylation
Life expectancy 50 years
Maintenance Low frequency due to increased dimensional
stability as coatings do not stretch and shrink
Certification FSC, PEFC certified and cradle-tocradle gold
standard
Recyclability Can be reused or used as a biofuel to produce
heat and power
1 : 100
North Elevation
1
1 : 100
East Elevation
2

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