The new proposed extension and refurbishment will provide the Business School with an addional 140-150 academic and professional services office space, as well as a number of high-quality meeng 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 acvity on one site, thus maximising operaonal 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 mul-storey new teaching block comprising of tradionally 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 difficules. By using BIM modelling soſtware Tekla, T3 were able to visualise all elements, connecons, clash free reinforcement with embedded items such as liſters and ulmately 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 - Plan 1:15 3 - B - 267 Link - B - 270 Link 3 - B - 266 Link Section - - B 1:15 Section - - X 1:15 Detail 1 - Elevation 1:15 1 - B - Link 1 - B - Link 1 - B - 4 - B - 266 Link 1 - B - 108 Link Section - - A 1:15 Section - - Y 1:15 Elevation - Side 1:20 2 - B - 294 - U-Bar 1 - B - Detail 1 1 - B - Lifter 5 - B - - - 1 - B - Lifter 6 - B - 322 - 150 - Link 6 - B - 322 - 150 - Link 5 - B - - - Link 3 - B - 316 - Side 2 - B - - U-Bar 5 x 1 - B 20 - - Cplr Section - Z - Z 1:15 Plan 1:20 Detail 1 - B - - - B - 323 - Link 5 - B - 268 - 200 Link 5 - B - 268 - 200 Link - B - 270 - 200 Link Detail 1 - Plan 1:10 75 75 57 4 - B - - 75 75 342 3 - B - 90 - Link 75 75 75 582 3 - B - 89 - Link Section - - B 1:10 433 T1 49 Link 85 Link 433 T2 Section - - X 1:10 89 Link 110 Link 109 Link 108 Link Detail 1 - Elevation 1:10 1 - B - - X X Z Z Y Y 30 1 - B - - 50 1 - B - - Link 70 1 - B - - Link 398 1 - B - - Link Section - - A 1:10 410 Link 433 T1 Link 89 Link 433 T2 Section - - Y 1:10 94 Link 92 Link 90 Link 600 1 - B - - Cplr Detail 1 1 - B - 107 Lifter 1 - B - 107 Lifter 1350 2 x 1 - B - - Cplr 750 1105 Elevation - Side 1:20 Section - - Z 1:10 89 Link Plan 1:20 B B 2 - B - - 6 - B 10 - 49 - Link A A Detail 1 4 - B - 410 - 250 - Link 4 - B - 410 - 250 - Link 4 - B 16 - 433 - T1 6 - B 10 - 85 - 250 - Link = = r e * b * c * d * a * 49 51 1550 350 350 130 130 1.0 6 B 10 6 5.7 1 85 51 1775 650 165 130 130 1.1 6 B 10 6 6.6 1 89 51 1600 350 350 160 160 1.4 14 B 12 14 19.9 1 107 13 725 350 100 350 1.2 4 B 16 4 4.7 1 410 31 900 130 500 165 175 0.6 16 B 10 16 8.9 1 433 00 3150 3155 5.0 6 B 16 6 30.1 1 19 99 700 1 B 20 1 1.7 1.7 1 19 90 99 1500 6 B 12 6 1.3 8.0 1 90 92 99 1150 2 B 12 2 1.0 2.0 1 92 94 99 1000 2 B 12 2 0.9 1.8 1 94 108 99 2500 2 B 16 2 3.9 7.9 1 108 109 99 2375 2 B 16 2 3.8 7.5 1 109 110 99 2450 2 B 16 2 3.9 7.7 1 110 349 99 400 2 B 20 2 1.0 2.0 1 349 * Specified in multiples of 5mm # Specified in multiples of 25mm This Schedule complies with the requirements of BS 8666:2005 Total Rebar Weight (kg) Section Y - Y 1:20 69 69 69 ertical B16@200 Crs zontal B10@250 Crs Note: 69 Mesh_1 B 10/16-250/200- 3000x7044 Mesh_2 B 10/16-250/200- 3000x7044 69 69 Elevation - Front 1:20 1 - B 20 er 13 - B 10 - 69 - 200 - U-Bar 2 - B 20 - 301 - Trimmers 1 - B 10 er 1 - B 20 1 - B 20 2 - B 16 2 - B 16 1 - B 20 X X Y Y 13 - B 10 - 69 - 200 - U-Bar 10 - B 10 - 69 - 200 - U-Bar 3 - B 10 - 26 - 200 - U-Bar 4 - B 10 - 26 - 200 - U-Bar ar ar ar 10 - B 10 - 69 - 200 - U-Bar 35 - B 10 7 - B 10 - Concept to Completion
Transcript
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.
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.
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.
* 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.
