School Buildings of the Future

E:\Revit_Y4_2013\Thesis\Thesis Renders\Thesis Kingswood School - ShFirst Floor Plan
Roof Level Plan
General Arrangement Drawings
Wall Section B-B
Energy Analysis/BREEAM Energy Analysis
Natural Ventilation
Year 4 2013-2014
02-May-2014
TPCS101
Edel Fox C00146668 Architectural Technology Year 4 Kingswood School Tallaght Thesis Project School Buildings Of The Future Noel Dunne, Sujana Sudhir & Dan O' Sullivan
Specification:
Primary Structure – 300mm x 300mm reinforced precast concrete columns to be placed at grid line intersections as shown in the plan. 450mm x 500mm edge beams and 600mm x 500mm inverted T beams to be used to structurally support the flooring slabs. Reinforcements to be in accordance with structural engineers specifications and where possible to be recycled steel.
Structural Foundations – Each primary structure 300mm x 300mm square precast concrete column to be connected back to its own individual precast concrete pocket foundation. Each precast concrete column will vary in depth depending on the slope of the ground beneath. The rest of the building is to be structurally supported below by a reinforced raft foundation. Steel reinforcements to be in accordance with engineers specifications. The raft foundation is to be wrapped around the precast concrete columns.
Ground Floor Build Up – 50mm sand blinding to be placed onto the ground, a layer of DPM is to be lapped and sealed and placed above the sand blinding, 100mm Expanded Polystyrene (EPS) rigid foam insulation to create a continuous barrier which will eliminate cold bridges around the foundation. Then a structural raft foundation is to be put in place with reinforcements to be in accordance with engineer’s specifications, and the cast in situ concrete to be in accordance with BS EN 1992-1- 2:2004. Followed with a layer of 100mm structural screed topping, finished with either a layer of 60mm terrazzo floor finish or a vinyl floor finish depending on the room use.
Intermediate Floor Build Up – The main structure of the floor is made up of 200mm precast concrete hollowcore flooring slabs in accordance with BS EN 1992-1-2:2004. This is followed by a layer of 100mm structural screed which casts the rebars into place tying the hollowcore flooring slabs back to the precast concrete edge beams. The floor is finished with either a layer of 60mm terrazzo floor finish or a vinyl floor finish depending on the room use.
Roof Build Up – The main structure of the roof is made up of 200mm precast concrete hollowcore slabs in accordance with BS EN 1992-1-2:2004. This is followed by a layer of 100mm structural screed which casts the rebars into place tying the hollowcore flooring slabs back to the precast concrete edge beams. This is followed by a vapour control layer applied directly to the structural screed. Followed by a layer of 150mm Expanded Polystyrene (EPS) rigid foam insulation, to eliminate cold bridges along the roof deck. Applied directly to the insulation is a waterproofing membrane to stop water penetration. The roof is finished with a layer of single ply EDPM waterproofing membrane.
External Wall Build Up – From Exterior: 8mm external render finish applied directly onto mesh reinforcement, mesh reinforcement to apply render finish to, 12mm cement particle board fixed @ 600mm c/c, 200mm x 100mm steel U-channels fixed back to the precast concrete wall panels @ 600mm c/c put in place to support the cement particle board, with 200mm expanded polystyrene (EPS) rigid foam insulation in between, finished with 200mm solid wall precast concrete panels in accordance with BS EN 1992-1-2:2004 with an exposed internal finish.
Internal Wall Build Up – Stud Partition: Double layer of 12.5mm gyproc board fixed back to 75mm steel c channels with 75mm mineral wool insulation in between, finished with a double layer of gyproc board with a minimum of a 60min Fire Rating. Blockwork: 200mm Exposed Polished Finish Blockwork Partition Wall with a minimum of a 60min Fire Rating.
General Notes:
-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -All dimensions in mm unless otherwise noted. -Drawings must not be scaled, written dimensions must be followed. -Primary structure precast concrete columns to be placed on the intersection of grid lines as shown. - Primary structure precast concrete beams to span along gridlines and to be cast in place with a precast concrete column above and below. -External walls not placed along gridlines, walls to be placed to the outer face of the precast concrete column unless otherwise stated. -Internal walls of the sports hall to be placed in between the precast concrete columns as indicated on the plan. -Primary structure precast concrete columns and beams to be in accordance with BS EN 1992-1-2:2004. -Solid wall precast concrete panels to be in accordance with BS EN 1992-1-2:2004. -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 vinyl flooring and terrazzo flooring. -Entrance area to have a minimum level landing within 1800mm of entrance door.
Curtain Walling Specification:
-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: White
-External cover cap: Extruded aluminium - Finish: Anodized /Polyester powder coated - Colour: White
-Windows: Fixed light (CW50-FP) /Glazed in windows - Configuration: Horizontal pivot /Parallel opener /Side hung /Tilt and turn /Top hung
-Glazing: Insulating glass units /Single glazed panes -Glazing system: Dry glazed gasket
Window Specification:
Windows – Aluminium – Clad Timber – Manufacturer - Carlson -Glass – Double glazing with low E glass – argon filled- thermal conductivity 1.0 W/m²k
Toughened safety glass for windows installed below 800mm above ground level -Frame – Internal: Softwood thermal conductivity 0.13 W/m²k in accordance with ISO 10077-2:2003
External: Recycled aluminium -Overall U-value of 1.35W/m²k achieving an A rating -Manufactured to comply with BS 644:2012 -Weather performance must be tested in accordance with BS 6375-1 -Security performance must be tested to BS EN 1627-1630
Door Specification:
Doors – System – Reynaers CS 86 – HI Highly Energy Efficient Glass - Double glazing with low E glass – argon filled- thermal conductivity 1.0 W/m²k
Toughened safety glass for glass panes installed below 800mm above ground level Frame – Aluminium inward opening flush door 68mm Vent – 76mm U-Value – 1.35W/m²k achieving an A rating Thermal insulation must be tested in accordance with EN ISO 10077-2 Acoustic performance must be tested in accordance with EN ISO 140-3, EN ISO 717-1 Burglar resistance must be tested in accordance with NEN 5096-ENV1627
Solar Shading Specifications:
-Colt shadovoltaic solar shading system with integrated photovoltaic cells into the glass louvres -Manufacturer: Colt -Carrier system 4 -Metal frame coating in a weatherproof white paint -Glass to span in lengths of 1000mm -Glass to span in widths of 600mm -Angle of rotation 0-85° Controls: -Electronically operated via actuators -SolTronic controls to be used
Aircool Ventilators Specifications:
-Manufacturer: Passivent -Frame and external weather lourves: extruded aluminium, with ABS thermal break -Insect screen 4mm black polypropylene -Internal cover grille: extruded aluminium -Size: 1200mm x 1200mm x 180mm -White polyester coated -Class 1 fire rating in accordance with BS 476: Part 7: 1987 -Weather performance in accordance with BS EN 13030: 2001 -Air leakage performance in accordance with BS 6375: Part 1: 1989 -Controls: 24V modulating actuators, control sensors to be put in place to consider temperature, CO, humidity and wind
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534 m² Staff Changing Room
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15 34 m² Meditation Room
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19 17 m²
First Aid Room 20
21 93 m²
Dress Design Room 22
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56156 m² Lecture Room
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570 2400 2400 2400 2600 2600 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2600 2600 2400 2400 2400 2400 2400 570
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23220 6840 938 750 300 750 400 750 625 750 708 750 400 750 700 750 292 758 500 750 920 540 750 540 750 500 750 500 750 500 750 300 750 820
57024002400240024002400260026002400240024002400240024002400240024002400240024002400240024002400240024002400240024002400240024002400240024002400240024002400570 2400 2400 2400 2600 2600 2400
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Main Entrance
200mm Solid Wall Precast Concrete Panels to BS EN 1992-1-2:2004, 200mm EPS Rigid Foam Insulation, 8mm External Render
200mm Exposed Polished Finish Blockwork Partition Wall 60min Fire Rating
125mm Steel Stud Partition Internal Wall 60min Fire Rating
300mm Square Primary Structure Precast Concrete Column in accordance with BS En 1992-1-2:2004
200mm Solid Wall Precast Concrete Panels to BS EN 1992-1-2:2004
UP
UP
UP
50mm Reclaimed clay paver with no sub base surface treatment
Grass surface treatment
Year 4 2013-2014
02-May-2014
GATPGF102
Level Family and Type Height Width Fire Rating Count
Ground Floor Level Dbl Glass (1): Dbl Glass (1) 2000 FD30 3
Ground Floor Level ExtDbl Flush Fire Escape: 1810 x 2110mm 2110 1810 FD30 4
Ground Floor Level IntDbl (5): 1810 x 2110mm 2110 1810 FD60 25
Ground Floor Level Internal Classroom Doors: 1010 x 2110mm 2110 1010 FD30 43
Ground Floor Level Internal Door Frosted Glass Triple Panel: 1010 x 2110mm 2110 1010 FD30 17
Ground Floor Level Internal Door Frosted Glass: 1010 x 2110mm 2110 1010 FD30 5
Ground Floor Level IntSgl (1): 1010 x 2110mm 2110 1010 FD60 3
Ground Floor Level IntSgl (7): Internal Single FD30 1010 x 2110mm 2110 1010 FD30 2
Grand total: 102
Ground Floor Level Bathroom Window: Bathroom Window 1500 750 42
Ground Floor Level Window A: Window A 1500 750 384
Ground Floor Level Window B: Window B 500 750 274
Ground Floor Level Window C: Window C 500 750 141
Grand total: 841
84 External Storage Ground Floor Level 52 m² Storage
Toilets
7 Female Toilets Ground Floor Level 13 m² Toilets
9 Male Toilets Ground Floor Level 11 m² Toilets
64 Staff Toilets Ground Floor Level 23 m² Toilets
Travel
78 Main Corridor Ground Floor Level 1374 m² Travel
79 Stairs Ground Floor Level 17 m² Travel
Workshop
22 Dress Design Room Ground Floor Level 93 m² Workshop
24 Home Economics Room Ground Floor Level 117 m² Workshop
27 Home Economics Room Ground Floor Level 118 m² Workshop
54 Technical Graphics Room Ground Floor Level 86 m² Workshop
35 Library/Media Room Ground Floor Level 207 m² Workshop
55 Engineering Room Ground Floor Level 139 m² Workshop
56 Construction Studies Room Ground Floor Level 139 m² Workshop
57 Lecture Room Ground Floor Level 156 m² Workshop
60 Technology Room Ground Floor Level 139 m² Workshop
63 Daily Living Skills Ground Floor Level 11 m² Workshop
66 Practical Activity Room Ground Floor Level 52 m² Workshop
71 Withdrawl Room Ground Floor Level 15 m² Workshop
72 Withdrawl Room Ground Floor Level 15 m² Workshop
77 Multi Sensory Room Ground Floor Level 18 m² Workshop
82 Outdoor Learning Ground Floor Level 41 m² Workshop
Grand total: 85
Administrative
15 Guidance Office Ground Floor Level 17 m² Administrative
17 Guidance Office Ground Floor Level 17 m² Administrative
18 Chaplin Ground Floor Level 17 m² Administrative
30 Pastoral Office Ground Floor Level 30 m² Administrative
46 General Office Ground Floor Level 34 m² Administrative
47 Photocopy Room Ground Floor Level 8 m² Administrative
53 Pastoral Office Ground Floor Level 17 m² Administrative
76 General Office Ground Floor Level 18 m² Administrative
Classroom
1 Music/Drama Ground Floor Level 88 m² Classroom
11 Learning Support Room Ground Floor Level 71 m² Classroom
12 Classroom One Ground Floor Level 51 m² Classroom
13 Career Guidance Room Ground Floor Level 69 m² Classroom
14 Religion Room Ground Floor Level 52 m² Classroom
16 Meditation Room Ground Floor Level 34 m² Classroom
19 Group Room Ground Floor Level 34 m² Classroom
21 Classroom Two Ground Floor Level 51 m² Classroom
23 Classroom Three Ground Floor Level 51 m² Classroom
25 Classroom Four Ground Floor Level 51 m² Classroom
26 Classroom Five Ground Floor Level 51 m² Classroom
31 Group Room Ground Floor Level 39 m² Classroom
33 Classroom Six Ground Floor Level 52 m² Classroom
59 Classroom Seven Ground Floor Level 51 m² Classroom
61 Classroom Eight Ground Floor Level 51 m² Classroom
65 Class Base One Ground Floor Level 78 m² Classroom
74 Class Base Two Ground Floor Level 72 m² Classroom
75 Educational Room Ground Floor Level 18 m² Classroom
Health and Fitness
6 Staff Changing Room Ground Floor Level 34 m² Health and Fitness
20 First Aid Room Ground Floor Level 17 m² Health and Fitness
36 Female Changing Room Ground Floor Level 35 m² Health and Fitness
37 Male Changing Room Ground Floor Level 34 m² Health and Fitness
40 Staff Changing Room Ground Floor Level 15 m² Health and Fitness
67 Shower Ground Floor Level 6 m² Health and Fitness
Kitchen
2 General Purpose/Dining Ground Floor Level 286 m² Kitchen
3 Serving Kitchenette Ground Floor Level 41 m² Kitchen
Maintenance
39 Data Room Ground Floor Level 5 m² Maintenance
41 Switch Room Ground Floor Level 6 m² Maintenance
42 Cleaner Room Ground Floor Level 8 m² Maintenance
44 Gym Control Ground Floor Level 10 m² Maintenance
48 Data Room Ground Floor Level 8 m² Maintenance
83 Caretakers Work Area Ground Floor Level 25 m² Maintenance
85 Boiler Room Ground Floor Level 53 m² Maintenance
Sports Hall
45 Gym/Sports Hall Ground Floor Level 581 m² Sports Hall
Storage
4 Store Room Ground Floor Level 5 m² Storage
38 Gym Store Room Ground Floor Level 68 m² Storage
51 Cloak/Bag Room Ground Floor Level 70 m² Storage
58 Preperation Area Ground Floor Level 68 m² Storage
62 Unit Store Room Ground Floor Level 11 m² Storage
*Window Tags Omitted For Clarity On Drawing
General Notes:
-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -All dimensions in mm unless otherwise noted. -Drawings must not be scaled, written dimensions must be followed. -Primary structure precast concrete columns to be placed on the intersection of grid lines as shown. - Primary structure precast concrete beams to span along gridlines and to be cast in place with a precast concrete column above and below. -External walls not placed along gridlines, walls to be placed to the outer face of the precast concrete column unless otherwise stated. -Internal walls of the sports hall to be placed in between the precast concrete columns as indicated on the plan. -Primary structure precast concrete columns and beams to be in accordance with BS EN 1992-1-2:2004. -Solid wall precast concrete panels to be in accordance with BS EN 1992-1- 2:2004. -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 vinyl flooring and terrazzo flooring. -Entrance area to have a minimum level landing within 1800mm of entrance door.
Specification:
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11121 m² Deputy Principal Office
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124 25 m²
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87 m² Design & Communication Graphics
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Male Toilets 146
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1128 1010 525 10101128 1127 1010525 10101128 1040 1010 350 11281010 525 10101128 1040 10107001010 1040
350 10101040 1290 1010300
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Scale
LECTURER
Year 4 2013-2014
02-May-2014
GATPFF103
Level Family and Type Height Width Fire Rating Count
First Floor Level IntDbl (5): 1810 x 2110mm 2110 1810 FD60 18
First Floor Level Internal Classroom Doors: 1010 x 2110mm 2110 1010 FD30 40
First Floor Level Internal Door Frosted Glass Triple Panel: 1010 x 2110mm 2110 1010 FD30 10
First Floor Level Internal Door Frosted Glass: 1010 x 2110mm 2110 1010 FD30 12
Grand total: 80
1500 750 36
First Floor Level Window A: Window A 1500 750 390
First Floor Level Window B: Window B 500 750 264
First Floor Level Window C: Window C 500 750 153
First Floor Level Window D: Window D 2000 1000 11
Grand total: 854
Administrative
87 Pastoral Office First Floor Level 20 m² Administrative
112 Deputy Principal Office First Floor Level 21 m² Administrative
113 Deputy Principal Office First Floor Level 21 m² Administrative
114 Principal Office First Floor Level 21 m² Administrative
Classroom
99 Classroom 26 First Floor Level 52 m² Classroom
108 Demonstration Room First Floor Level 70 m² Classroom
111 Maths Room First Floor Level 69 m² Classroom
115 Maths Room First Floor Level 69 m² Classroom
Health and Fitness
122 Fitness Suite First Floor Level 140 m² Health and Fitness
123 Male Changing Room First Floor Level 14 m² Health and Fitness
124 Female Changing Room First Floor Level 14 m² Health and Fitness
Kitchen
149 Staff Room First Floor Level 173 m² Kitchen
Maintenance
121 Switch Room First Floor Level 10 m² Maintenance
Storage
86 Store Room First Floor Level 28 m² Storage
90 Science Preperation Room First Floor Level 56 m² Storage
128 Project Store First Floor Level 21 m² Storage
Toilets
109 Female Toilets First Floor Level 35 m² Toilets
110 Male Toilets First Floor Level 32 m² Toilets
Travel
151 Main Corridor First Floor Level 935 m² Travel
Workshop
89 Science Laboratory First Floor Level 87 m² Workshop
97 Business/Computer Room First Floor Level 85 m² Workshop
98 Business/Computer Room First Floor Level 85 m² Workshop
127 Music Room First Floor Level 28 m² Workshop
131 Design & Communication Graphics First Floor Level 87 m² Workshop
134 Social Studies First Floor Level 69 m² Workshop
137 Social Studies First Floor Level 69 m² Workshop
141 Art Room First Floor Level 103 m² Workshop
144 Art Room First Floor Level 105 m² Workshop
Grand total: 66
General Notes:
-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -All dimensions in mm unless otherwise noted. -Drawings must not be scaled, written dimensions must be followed. -Primary structure precast concrete columns to be placed on the intersection of grid lines as shown. - Primary structure precast concrete beams to span along gridlines and to be cast in place with a precast concrete column above and below. -External walls not placed along gridlines, walls to be placed to the outer face of the precast concrete column unless otherwise stated. -Internal walls of the sports hall to be placed in between the precast concrete columns as indicated on the plan. -Primary structure precast concrete columns and beams to be in accordance with BS EN 1992-1-2:2004. -Solid wall precast concrete panels to be in accordance with BS EN 1992-1- 2:2004. -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 vinyl flooring and terrazzo flooring. -Entrance area to have a minimum level landing within 1800mm of entrance door.
Specification:
*Window Tags Omitted For Clarity On Drawing
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
FF
GG
HH
II
JJ
KK
LL
MM
NN
OO
PP
QQ
RR
SS
7790
12360
0
570 2400 2400 2400 2600 2600 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2600 2600 2400 2400 2400 2400 2400 570
107540
107540
200mm Precast Concrete Hollowcore slabs to BS EN 1992-1-2:2004, 100mm Structural Screed, 150mm EPS Rigid Foam Insulation, Single Ply EDPM
Reynaers Eco System 50 insulated sloped roof glazing
180mm x180mm hopper head gutter fixed back to the face of the building
Insulated gutter to catch rainwater run off from the parapet and the roof
900mm height protective railing around roof to allow safe access to roof area
Roof mounted Monocrystaline Photovoltaic Panels
180mm x180mm hopper head gutter fixed back to the face of the building
Insulated gutter to catch rainwater run off from the parapet and the roof
Roof Level Plan Legend
Rain water gutters
Proposed position of rainwater harvesting tanks
Underground water pipes
Scale
LECTURER
Year 4 2013-2014
02-May-2014
GATPRL104
Specification:
Ground Floor Level
3 2 4 0
1 5 0 0
3 8 6 0
3 7 6 0
Reynaers Eco System 50 insulated and Ventilated Windows
External double opening fire escape door
Colt Shadovoltaic Photovoltaic Louvre
Carlson - Aluminium Clad Timber windows internal softwood finish with an external recycled aluminium finish
3mm Aluminium parapet coping
Ground Floor Level
insulated and Ventilated Windows
3mm Aluminium parapet coping3mm Aluminium parapet coping
Ground Floor Level
12360
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
3 2 4 0
1 5 0 0
3 8 6 0
3 7 6 0
Passivent Aircool Ventilator Reynaers Eco System 50 insulated and Ventilated Windows
Passivent Aircool Ventilator
Reynaers CS 86 – HI Highly Energy Efficient low E glass door
12mm Tegral Pictura fibre cement cladding panels in accordance with EN 12467
Ground Floor Level
12360
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN OO PP QQ RR SS
3 2 4 0
1 5 0 0
3 8 6 0
3 7 6 0
Scale
LECTURER
Year 4 2013-2014
02-May-2014
GATPEE105
External: Recycled aluminium -Overall U-value of 1.35W/m²k achieving an A rating -Manufactured to comply with BS 644:2012 -Weather performance must be tested in accordance with BS 6375-1 -Security performance must be tested to BS EN 1627- 1630
Door Specification:
Fibre – Cement Cladding Panel Specification:
Tegral Pictura fibre cement cladding panels:
-Tegral Pictura fibre cement cladding panels are to be applied to the main entrance of the building only. This is to be a statement wall and to provide clarity on the location of the main entrance of the building to avoid confusion. -Cladding panels to be 12mm thick. -To be in compliance with EN 12467. -Cladding panels to be used in accordance with Tegframe light gauge steel framing system. -Panels are to have rivet fixings back to the secondary steel frame. -Fixings must be a minimum of 80mm from the corner of each panel. -A minimum of an 8mm shadow gap must be left between each panel to create the effect of a secret fixing system. -A mix and match of three coloured cladding panels to be used throughout the building. Tegral Pictura Red PI 341 Tegral Pictura White PI 141 Tegral Pictura Blue PI 441 -All works to be done to manufacturers specifications.
General Notes:
-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -All dimensions in mm unless otherwise noted. -Drawings must not be scaled, written dimensions must be followed. -Primary structure precast concrete columns and beams to be in accordance with BS EN 1992-1-2:2004. -Solid wall precast concrete panels to be in accordance with BS EN 1992-1-2:2004. -Precast concrete for lift shaft and stair shaft to comply with BS EN 1992-1- 2:2004.
External Wall Build Up – From Exterior: 8mm external render finish applied directly onto mesh reinforcement, mesh reinforcement to apply render finish to, 12mm cement particle board fixed @ 600mm c/c, 200mm x 100mm steel U- channels fixed back to the precast concrete wall panels @ 600mm c/c put in place to support the cement particle board, with 200mm expanded polystyrene (EPS) rigid foam insulation in between, finished with 200mm solid wall precast concrete panels in accordance with BS EN 1992-1-2:2004 with an exposed internal finish.
Ground Floor Level
3mm Aluminim parapet coping
16
12360
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN OO
3 7 6 0
3 8 6 0
1 5 0 0
3 2 4 0
3mm Aluminium parapet coping3mm Aluminium parapet coping
92 113
12360
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45
3 2 4 0
1 5 0 0
3 8 6 0
3 7 6 0
3 7 6 0
3 8 6 0
1 5 0 0
3 2 4 0
3mm Aluminium parapet coping3mm Aluminium parapet coping3mm Aluminium parapet coping
Scale
LECTURER
Year 4 2013-2014
02-May-2014
GATPCE106
External: Recycled aluminium -Overall U-value of 1.35W/m²k achieving an A rating -Manufactured to comply with BS 644:2012 -Weather performance must be tested in accordance with BS 6375-1 -Security performance must be tested to BS EN 1627-1630
Door Specification:
Fibre – Cement Cladding Panel Specification:
Tegral Pictura fibre cement cladding panels:
-Tegral Pictura fibre cement cladding panels are to be applied to the main entrance of the building only. This is to be a statement wall and to provide clarity on the location of the main entrance of the building to avoid confusion. -Cladding panels to be 12mm thick. -To be in compliance with EN 12467. -Cladding panels to be used in accordance with Tegframe light gauge steel framing system. -Panels are to have rivet fixings back to the secondary steel frame. -Fixings must be a minimum of 80mm from the corner of each panel. -A minimum of an 8mm shadow gap must be left between each panel to create the effect of a secret fixing system. -A mix and match of three coloured cladding panels to be used throughout the building. Tegral Pictura Red PI 341 Tegral Pictura White PI 141 Tegral Pictura Blue PI 441 -All works to be done to manufacturers specifications.
General Notes:
-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -All dimensions in mm unless otherwise noted. -Drawings must not be scaled, written dimensions must be followed. -Primary structure precast concrete columns and beams to be in accordance with BS EN 1992-1-2:2004. -Solid wall precast concrete panels to be in accordance with BS EN 1992-1-2:2004. -Precast concrete for lift shaft and stair shaft to comply with BS EN 1992-1- 2:2004.
External Wall Build Up – From Exterior: 8mm external render finish applied directly onto mesh reinforcement, mesh reinforcement to apply render finish to, 12mm cement particle board fixed @ 600mm c/c, 200mm x 100mm steel U- channels fixed back to the precast concrete wall panels @ 600mm c/c put in place to support the cement particle board, with 200mm expanded polystyrene (EPS) rigid foam insulation in between, finished with 200mm solid wall precast concrete panels in accordance with BS EN 1992-1- 2:2004 with an exposed internal finish.
Ground Floor Level
5 0 0
1 0 0 0
2 0 0 0
1 7 4 0
3 7 6 0
3 8 6 0
1 5 0 0
3 2 4 0
200mm Precast concrete hollowcore floor slab in accordance with BS EN 1992-1-2: 2004,100mm structural screed,topped with a layer of 60mm terrazzo/vinyl floor finsh
Insitu pocket foundation to provide a fixed base connection to the precast concrete column in accordance with BS EN 1992-1-2: 2004
50mm sand blinding, DPM layer,100mm EPS rigid foam insulation,cast in-situ structural raft foundation in accordance with BS EN 1992-1-2:2004, 100mm structural screed, topped with 60mm terrazzo/vinyl floor finish
Passivent Soundscoop 620mm x 320mm x 1200mm natural ventilation system
2 7 3 3
2 1 4 5
2 0 0 0
2 0 0 0
2 1 1 0
2 1 0 2
2 1 0 2
2 1 4 5
9 0 0
7 6 2
9120
G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN OO PP QQ RR
2 1 4 5
Ground Floor Level
7 6 2
2 1 4 5
2 1 4 5
2 9 3 3
Year 4 2013-2014
02-May-2014
GATPSV107
Specification:
General Notes:
-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -All dimensions in mm unless otherwise noted. -Drawings must not be scaled, written dimensions must be followed. -Primary structure precast concrete columns to be placed on the intersection of grid lines as shown. - Primary structure precast concrete beams to span along gridlines and to be cast in place with a precast concrete column above and below. -External walls not placed along gridlines, walls to be placed to the outer face of the precast concrete column unless otherwise stated. -Internal walls of the sports hall to be placed in between the precast concrete columns as indicated on the plan. -Primary structure precast concrete columns and beams to be in accordance with BS EN 1992-1-2:2004. -Solid wall precast concrete panels to be in accordance with BS EN 1992-1-2:2004. -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 vinyl flooring and terrazzo flooring. -Entrance area to have a minimum level landing within 1800mm of entrance door.
-Windows: Fixed light (CW50-FP) /Glazed in windows - Configuration:

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