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Keep up to dateA - Base building: Steel-framed, air-conditioned office | |
Basic information | |
Gross internal floor area: | 11,700 m² |
Form: | Six storeys high and 15 m deep on plan |
Construction: | Steel frame of 44 kg/m² |
Substructure: | 200 mm groundbearing slab, bearing on to 2.5 m deep pad foundations |
Roof: | Flat, Sarna single-membrane proprietary roofing system with parapets |
External walls: | Mostly wall cladding with reconstituted stone. Ten per cent is polyester powder coated aluminium curtain-walling, fully glazed to clear height with double-glazed low-emissivity glass |
Window frames: | Aluminium for about 60% of clear height |
Windows: | Double-glazed, low-emissivity glass |
Air-conditioning: | Chilled beams with displacement ventilation in a raised floor plenum of 400 mm deep |
Lifts: | Three passenger and one goods |
Capital costs (£) (excluding fees) | |
Substructure | £544,010 |
Structure | £2,013,435 |
External envelope | £3,090,609 |
Internal divisions | £528,842 |
Finishings and fittings | £2,805,140 |
Mechanical | £3,707,744 |
Electrical and communications | £2,486,371 |
Lifts | £594,093 |
Preliminaries, overheads and profit | £2,680,646 |
Design and construction contingency @ 8% | £1,475,933 |
Total | £19,925,000 |
Annual energy consumption (£) | |
Space heating | £9,457 |
Cooling and fans | £32,872 |
Lighting | £14,165 |
Other energy costs | £35,194 |
Total (over 30-year period) | £91,688 |
D - Environmental impact | |||||
CO2 output | Ecopoints | ||||
Quantity | Rating | Tonnes | Rating | Total | |
Steel frame with composite floors | |||||
Pad foundations | 263 m³ | 0.31 | 81.53 | 5.3 | 1,393.90 |
Steel frame | 515 t | 0.76 | 391.4 | 11 | 5,665.00 |
Note: The above ratings accept the steel industry’s calculation methodology (previously questioned) | |||||
Hot-dip galvanized steel permanent formwork | 9.215 t | 1.34 | 12.35 | 11 | 101.37 |
140 mm lightly reinforced concrete | 1290 m³ | 0.37 | 477.3 | 5.3 | 6,837.00 |
Total for steel frame option excluding operation | 963 | 13,997 | |||
CO2 produced over 30 years | 30 years | 775 | 23,250 | ||
CO2 total emissions for steel frame option including operation | 24,213 | ||||
Insitu concrete frame and floors | |||||
Pad foundations | 440 m³ | 0.31 | 136.4 | 5.3 | 2,332.00 |
Reinforced concrete columns | 323 m³ | 0.38 | 122.74 | 5.3 | 1,711.90 |
Reinforced concrete beams | 59 m³ | 0.38 | 22.42 | 5.3 | 312.7 |
(Taken to perimeter, but can be avoided) | |||||
Reinforced concrete floors | 2675 m³ | 0.38 | 1,016.50 | 5.3 | 14,177.50 |
Saving 200 mm wall height per level (approx) | –341 m² | 0.1 | -34.1 | 1.1 | –375.10 |
Total for insitu concrete option excluding operation | 1,264 | 18,159 | |||
CO2 produced over 30 years | 30 years | 718 | 21,540 | N/A | |
CO2 total emissions for insitu concrete option including operation | 22,804 | ||||
Summary of changes | |||||
Overall extra for concrete option excluding building operation | 301 (up 31%) | 4,162 (up 30%) | |||
Overall saving for concrete option including building operation | 1,409 (a 6% saving on total energy costs) |