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The new proposed extension and refurbishment will provide the Business School with an additional 140-150 academic and professional services office space, as well as a number of high-quality meeting rooms and social spaces for staff, the majority of which are proposed as single person academic offices. This will allow the School to consolidate all of its non-teaching activity on one site, thus maximising operational efficiencies in terms of how it uses its estate whilst placing and re-establishing University House as the heart and focus of the School.
T3 were appointed to carry out the design and detailing of the multi-storey new teaching block comprising of traditionally reinforced slabs, beams, columns and walls together with very large spanning prestressed slabs. Hidden connectors and bare concrete finishes to all internal walls and columns were the choice of the Architect and presented their own difficulties. By using BIM modelling software Tekla, T3 were able to visualise all elements, connections, clash free reinforcement with embedded items such as lifters and ultimately provide our client with a complete fully integrated BIM model.
T3 produced over 500 No. manufacture drawings providing over 700 No. pieces of concrete to site.
University House, Birmingham
Reinforcement within concrete elements
3D Visual of Block 2
T: +44 (0)1777 861 865 | T: +44 (0) 1226 610 201 | E: [email protected] | W: www.t3-uk.com
Detail 1 - Plan1:15
753423-B12-267-Link 75
100626-B10-270-Link75755823-B12-266-Link
Section - B-B1:15
316 Side
269 Link
316 Side
323 Link
324 B1
316 Side
321 B2
321 T2
321 T1
270 Link
Section - X-X1:15
284 Additional
284 Additional
285 U-bar
285 U-bar
266 Link
Detail 1 - Elevation1:153971-B12-92-Link
130 3-B10-284-Additional
3621-B12-94-Link
130
110
2-B1
0-28
5-U-
bar
X
X
Y
Y
Z
Z
130
701-B16-109-Link
5237 130 3-B10-284-Additional
93
504-B12-266-Link301-B16-108-Link
Section - A-A1:15
316 Side
316 Side
324 B1
322 Link
321 B2
321 T2
321 T1
316 Side
268 Link
266 Link
Section - Y-Y1:15
267 Link
294 U-Bar
294 U-Bar
Elevation - Side1:20
1010
2-B1
6-32
1-T1
2-B1
2-29
4-U-
Bar
1-B1
6-10
7Lif
ter
Detail 1
4-B2
5-32
4-B1
1-B1
6-10
7Lif
ter
2-B1
6-32
1-B2 5-B10-268-200-Link
1-B1
6-10
7Lif
ter
2-B1
6-32
1-T2
6-B10-322-150-Link6-B10-322-150-Link5-B10-268-200-Link
3-B1
2-31
6-Si
de2-
B12-
294-
U-Ba
r
600 5 x 1-B20-19--Cplr874720720720720991600
Section - Z-Z1:15
266 Link
Plan1:20
B
B
A
A
Detail 1
centreline of beam.Detail 1 Symmetrical AboutNote:
26-B10-269-Link26-B10-323-Link
5-B10-268-200-Link5-B10-268-200-Link
= =26-B10-270-200-Link
C01 20-09-18 CONSTRUCTION GMNBJO
NOTES:Beam CType.
Mark. BM-0004
Quantity. 1Cover.
GA Drg. Ref. 03-GRA-0035-BM-0004-GA
25mm TOP, 35mm BTM Nominal
1cm
A2
This document shall not be reproduced in whole or in part or relied upon by third parties for any use whatsoever without the written authority of F. P. McCann Ltd.
1cm A2
DO NOT SCALE, IF IN DOUBT PLEASE ASK.
No. permember
re *b * c * d *Bar Mark Lgth ofCode
a * kg/bar kg/allShapeTotaleach barNo.
No. ofmembers
Type & Size
107 13 725 350 100 350 1.23B 16 3 3.61266 51 1900 500 350 160 160 1.714B 12 14 23.61268 31 1125 130 500 315 250 0.710B 10 10 6.91269 51 1775 500 315 130 130 1.126B 10 26 28.41270 51 1850 500 350 130 130 1.126B 10 26 29.61284 44 600 125 150 130 150 125 0.412B 10 12 4.41285 21 875 400 120 400 0.54B 10 4 2.21294 13 1025 500 120 500 1.04B 12 4 3.81316 00 6900 6905 6.16B 12 6 36.91321 00 6900 6905 10.96B 16 6 65.61322 31 2125 225 1010 150 800 1.312B 10 12 15.71323 51 2475 1010 150 130 130 1.526B 10 26 39.61324 00 6900 6905 26.74B 25 4 106.81
19 99 7008B 20 8 1.7 13.81 19-340
190
270
92 99 11502B 12 2 1.0 2.01 92-265
320
120
320
72°72°
dBR=200
dBR=76dBR=76
dBR=200
94 99 10002B 12 2 0.9 1.81 94- 265
250
115
250
71°71°
dBR=200
dBR=76dBR=76
dBR=200
108 99 25002B 16 2 3.9 7.91 108-
1000
315
105
dBR=300
dBR=70dBR=70
dBR=300
109 99 23752B 16 2 3.8 7.51 109-
1000
255
105
dBR=300
dBR=70dBR=70
dBR=300
110 99 24502B 16 2 3.9 7.71 110-
1000
270
100
270
70°
70°dBR=300
dBR=70
dBR=70
dBR=300
267 99 18006B 12 6 1.6 9.61 267-
160
135
500
350
* Specified in multiples of 5mm # Specified in multiples of 25mmThis Schedule complies with the requirements of BS 8666:2005
367.19Total Rebar Weight (kg)
Drawn:Drawing No :
03-GRA-0035-BM-0004-RCRev:
C01
Checked: Approved:
Status:Scale:
Date: 18-09-181:15
Issued for Manufacture - AJO NB GM
Title.
RC ofBeam C BM-0004
Project.
University House Birmingham-
Morgan SindallClient.
FP McCannBullhurst Lane,Weston Underwood,Derbyshire.DE6 4PHTel: +44 (0)1335 361 269
www.fpmccann.co.uk
Rev Date Revision Detail By Chk App
Detail 1 - Plan1:10
7575574-B12-89-Link
75 753423-B12-90-Link
7575
755823-B12-89-Link
Section - B-B1:10
433 T1
49 Link
85 Link433 T2
Section - X-X1:10
89 Link
110 Link109 Link108 Link
Detail 1 - Elevation1:10
3631-B12-94-Link
X
X
Z
Z
Y
Y
301-B16-108-Link501-B16-110-Link701-B16-109-Link
3981-B12-92-Link
Section - A-A1:10
410 Link
433 T1
410 Link
89 Link
433 T2
Section - Y-Y1:10
94 Link
92 Link
90 Link
600 1-B20-19-Cplr
Detail 1
2x1-
B16-
107
Lifter
2x1-
B16-
107
Lifter
1350 2 x 1-B20-349-Cplr7501105
Elevation - Side1:20
Section - Z-Z1:10
89 Link
Plan1:20
B
B
2-B1
6-43
3 -T2
6-B10-49-Link
A
A
Detail 1
4-B10-410-250-Link4-B10-410-250-Link
4-B1
6-43
3-T1
6-B10-85-250-Link ==
NOTES:Beam BType.
Mark. BM-0014
Quantity. 1Cover.
GA Drg. Ref. 03-GRA-0035-BM-0014-GA
25mm TOP, 35mm BTM Nominal
Drawn:Drawing No :
03-GRA-0035-BM-0014-RCRev:
C01
Checked: Approved:
Status:Scale:
Date: 18-10-181:10
Issued for Manufacture - AAM NB GM
Title.
RC ofBeam B BM-0014
Project.
University House Birmingham-
Morgan SindallClient.
FP McCannBullhurst Lane,Weston Underwood,Derbyshire.DE6 4PHTel: +44 (0)1335 361 269
www.fpmccann.co.uk
Rev Date Revision Detail By Chk App
1cm
A2
This document shall not be reproduced in whole or in part or relied upon by third parties for any use whatsoever without the written authority of F. P. McCann Ltd.
1cm A2
DO NOT SCALE, IF IN DOUBT PLEASE ASK.
No. permember
re *b * c * d *Bar Mark Lgth ofCode
a * kg/bar kg/allShapeTotaleach barNo.
No. ofmembers
Type & Size
49 51 1550 350 350 130 130 1.06B 10 6 5.7185 51 1775 650 165 130 130 1.16B 10 6 6.6189 51 1600 350 350 160 160 1.414B 12 14 19.91107 13 725 350 100 350 1.24B 16 4 4.71410 31 900 130 500 165 175 0.616B 10 16 8.91433 00 3150 3155 5.06B 16 6 30.1119 99 7001B 20 1 1.7 1.71 19-
340
190
270
90 99 15006B 12 6 1.3 8.01 90-
160
135
350
350
135
92 99 11502B 12 2 1.0 2.01 92- 265
320
120
320
72° 72°
dBR=200
dBR=76 dBR=76
dBR=200
94 99 10002B 12 2 0.9 1.81 94- 265
250
115
250
71° 71°
dBR=200
dBR=76 dBR=76
dBR=200
108 99 25002B 16 2 3.9 7.91 108-
1000
315
105
dBR=300
dBR=70 dBR=70
dBR=300
109 99 23752B 16 2 3.8 7.51 109-
1000
255
105
dBR=300
dBR=70 dBR=70
dBR=300
110 99 24502B 16 2 3.9 7.71 110-
1000
270
100
270
70°
70°
dBR=300
dBR=70 dBR=70
dBR=300
349 99 4002B 20 2 1.0 2.01 349-
380
* Specified in multiples of 5mm # Specified in multiples of 25mmThis Schedule complies with the requirements of BS 8666:2005
75.86Total Rebar Weight (kg)
C01 26-10-18 CONSTRUCTION GMNBAM
10-B
10-6
9-25
0-U-
Bar
Elevation - Front1:20
1-B20-363-Temporary
1-B20-16-Lifter
2-B2
0-30
1-Tr
imme
rs
1-B20-16-Lifter
1-B20-16-Lifter
2-B16-302-Trimmers
COG
2-B16-302-Trimmers
1-B20-16-Lifter
1-B20-363-Temporary
X
X
YY
10-B
10-6
9-25
0-U-
Bar
13-B
10-6
9-25
0-U-
Bar
3-B10-26-200-U-Bar
3-B10-26-200-U-Bar
4-B10-26-200-U-Bar
4-B10-26-200-U-Bar
13-B
10-6
9-25
0-U-
Bar
3-B10-26-200-U-Bar
35-B10-26-200-U-Bar
7-B10-26-200-U-Bar
Section Y - Y1:20
69 69
69
Vertical B16@200 CrsHorizontal B10@250 Crs
Note:
69
Mesh_1B10/16-250/200-3000x7044
Mesh_2B10/16-250/200-3000x7044
69
69
Elevation - Front1:20
1-B20-363-Temporary
1-B20-16-Lifter
13-B
10-6
9-20
0-U-
Bar
2-B2
0-30
1-Tr
imme
rs
1-B10-26-U-Bar
1-B20-16-Lifter
1-B20-16-Lifter
1-B20-16-Lifter
2-B16-302-Trimmers
2-B16-302-Trimmers
1-B20-363-Temporary
X
X
YY
13-B
10-6
9-20
0-U-
Bar
10-B
10-6
9-20
0-U-
Bar
3-B10-26-200-U-Bar
4-B10-26-200-U-Bar3-B10-26-200-U-Bar
4-B10-26-200-U-Bar
3-B10-26-200-U-Bar
10-B
10-6
9-20
0-U-
Bar
35-B10-26-200-U-Bar
7-B10-26-200-U-Bar
26
Section X - X1:20
26
Mesh_2B10/16-250/200-3000x7044
26 26
Mesh_3B10/16-250/200725x7015
Mesh_1B10/16-250/200-3000x7044
Mesh_4B10/16-250/200725x7015
No. permember
re *b * c * d *Bar Mark Lgth ofCode
a * kg/bar kg/allShapeTotaleach barNo.
No. ofmembers
Type & Size
16 13 2650 1285 185 1285 6.54B 20 4 26.1126 21 975 450 125 450 0.660B 10 60 37.0169 21 1000 450 150 450 0.646B 10 46 29.01301 11 3025 290 2810 70 7.52B 20 2 15.01302 00 2925 2940 4.74B 16 4 18.61363 21 2525 390 1860 390 6.32B 20 2 12.61Mesh_1 Custom1 1 1 3000x7044 172.7 172.7
Mesh_2 Custom1 1 1 3000x7044 169.3 169.3
Mesh_3 Custom1 1 1 1210x6994 80.98 80.98
Mesh_4 Custom1 1 1 1210x6994 81.95 81.95
* Specified in multiples of 5mm # Specified in multiples of 25mmThis Schedule complies with the requirements of BS 8666:2005
643.41Total Rebar Weight (kg)
NOTES:Staircase01-200Type.
Mark. IW-0010
Quantity. 1Cover.
GA Drg. Ref. 03-GRA-0035-IW-0010-GA
25mm TOP, 35mm BTM Nominal
1cm
A2
This document shall not be reproduced in whole or in part or relied upon by third parties for any use whatsoever without the written authority of F. P. McCann Ltd.
1cm A2
DO NOT SCALE, IF IN DOUBT PLEASE ASK.
Drawn:Drawing No :
03-GRA-0035-IW-0010-RCRev:
C01
Checked: Approved:
Status:Scale:
Date: 09-10-181:20
Issued for Manufacture - APH NB GM
Title.
RC ofStaircase01-200 IW-0010
Project.
University House Birmingham-
Morgan SindallClient.
FP McCannBullhurst Lane,Weston Underwood,Derbyshire.DE6 4PHTel: +44 (0)1335 361 269
www.fpmccann.co.uk
Rev Date Revision Detail By Chk AppC01 19-10-18 ISSUED FOR CONSTRUCTION GMNBPH
Concept to Completion