Combined Life-cycle Cost Assessment of Roof Construction
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1 Combined Life-cycle Cost Assessment of Roof Construction Author/Presenter: Zeb Worth (Opus International Consultants) Co-Authors: Dr Carol Boyle (International Centre for Sustainability Engineering & Research) Dr Ir Ron McDowall (University of Auckland Business School) First published in Proceedings of the Institution of Civil Engineers - Engineering Sustainability 160 Issue ES4, December 2007
2 Introduction A Problem: Selection of building materials invariably based on supply and installation cost of materials (unlikely to change) Cheaper materials are often less sustainable alternatives Higher maintenance requirements Less sustainable manufacturing processes
3 Introduction A Solution[?]: Take account of indirect life-cycle costs (e.g. Embodied energy, GHG emissions) Incorporate these with direct (economic) life-cycle cost Present a more holistic assessment of the true cost of building materials Allow informed decision making when comparing the sustainability of competing alternatives
4 Methodology Life-cycle Inventory Analysis Four roof configurations tested Combinations of cladding and framing materials commonly used in NZ Inputs-outputs determined for construction, maintenance and disposal phases with respect to; Direct economic costs (Materials and Labour) CO 2 Emissions Embodied Energy
5 Methodology Functional Unit Roof required to cover NZ Modal House Dual pitch (Gable) trussed roof with flat ceilings Trusses at 900mm crs Designed to NZ Loadings Code (NZS 4203:1992) Figure: Adapted from Mithrartne (2004)
6 Images: (top) (bottom) Methodology Cladding Options Lightweight steel sheeting Concrete roofing tiles
7 Images: (top) gb.inmagine.com (bottom) Methodology Framing Options Pre-nailed timber trusses Light gauge steel trusses
8 Methodology Roof Configurations Steel Sheet Timber Frame Concrete Tile Timber Frame Steel Sheet Steel Frame Concrete Tile Steel Frame
9 Methodology Assumptions and Limitations Building design life = 100 years All roofs are perfectly insulated - no account of different effects on heating, ventilation etc. Subjective criteria not assessed (e.g. aesthetics) No attempt to qualify the environmental impacts All criteria given equal weighting
10 Methodology Initial Construction All materials locally sourced Transported 100km to site Except steel framing imported Costs occur at year zero not discounted Image:
11 Methodology Maintenance Pro-rata from initial construction cost. Discounted to Net Present Value (discount factor 5%) No. of replacements = Design life of building -1 Expected material life Image:
12 Methodology Expected Useful Life of Materials Material Expected Life # of replacements Steel Sheets 40 yrs [1] 2 Concrete Tiles 50 yrs [2] 1 Steel framing >100 yrs [1] - Timber framing >100 yrs [1] - Paint systems 12 yrs (concrete tile) 8 10 yrs (steel) [1,3] 9 [1] Mithraratne (2004) [2] CSR Roofing (2007) [3] Resene Paints Ltd. (2007)
13 Methodology Disposal Scenario All materials transported 20km to landfill Except timber (trusses): (50% landfill, 50% thermal use) Only transport energy and emissions up to landfill gate included Image:
14 Image: Inventory Material and Labour NZ Building Economist (2007) Installed cost of building materials Plus 12.5% NZ Goods and Services Tax (GST)
15 Inventory CO 2 Emissions Emissions Factors for NZ materials (Alcorn 2003) NZ Treasury 2005 predicted value of tradable emissions units (Kyoto) $US 7.00 per tonne ~$NZ 9 per tonne (May 2007) Image:
16 Inventory Embodied Energy Embodied Energy Factors for NZ materials (Alcorn 2003) February 2007 average weighted cost of NZ domestic energy (Ministry for Economic Development) 20c/kWh = ~5.5c/MJ Image:
17 Results Materials and Labour % By Life-cycle Phase (undiscounted) Initial Construction Maintenance Total Life-cycle Materials and Labour Cost by Roof Type eel Concrete Tile-Steel Frame 48% 52% eel Steel Sheet-Steel Frame 45% 55% ber Concrete Tile-Timber Frame 49% 51% ber Steel Sheet-Timber Frame 56% $21,500 $22,000 $22,500 $23,000 $23,500 $24,000 44%
18 Results Embodied Energy Total Life-cycle Embodied Energy by Roof Type (MJ) % By Life-cycle Phase Initial Construction Maintenance Disposal 75.2% Concrete Tile Steel Frame 0.4% 24.4% Steel Sheet-Steel Frame 51.0% 49.0% 0.1% r Concrete Tile Timber Frame 66.4% 33.1% r Steel Sheet-Timber Frame 0.5% 58.7% % 0.1%
19 Results CO 2 Emissions Total Life-cycle CO 2 Emissions by Roof Type (kgco 2 ) % By Life-cycle Phase Initial Construction Maintenance Disposal 75.2% l Concrete Tile - Steel Frame 0.4% 24.4% l Steel Sheet-Steel Frame 58.2% 41.7% 0.1% r Concrete Tile - Timber Frame 70% 29% r Steel Sheet-Timber Frame 1% 49.4% 50.5% - 1,000 2,000 3,000 4,000 5,000 6, %
20 Results Combined Life-cycle Cost amed Concrete Tile - Steel Frame amed Steel Sheet-Steel Frame mber Concrete Tile - Timber Frame mber Steel Sheet-Timber Frame Materials Embodied Energy CO2 Emissions $20,000 $21,000 $22,000 $23,000 $24,000 $25,000 $26,000 $27,000 $28,000 $29,000 $30,000
21 Results Combined Life-cycle Cost Materials & Labour Embodied Energy CO 2 Emissions Total Concr. Tiles Concr. Tiles Steel Sheet Steel Sheet Timber Frame Steel Frame Timber Frame Steel Frame $ 22,910 $ 1,650 $ 20 $ 24,580 $ 22,440 $ 2,490 $ 30 $ 24,960 $ 22,910 $ 3,580 $ 20 $ 26,510 $ 23,850 $ 5,120 $ 30 $ 29,000 All costs shown as Net Present Value (NPV)
22 Sensitivity Virgin vs. Recycled Steel Sheet Analysis repeated using recycled steel sheet 50-60% reduction in life-cycle Embodied Energy ~60% reduction in life-cycle CO 2 emissions Marginal (6-7%) reduction in combined life-cycle cost Framing selection becomes critical factor both timber frame options perform better than steel frame options when recycled steel sheet used
23 Sensitivity Discount Factor Analysis repeated using 3% and 8% discount factors Concrete tile options least sensitive to discount factor Steel sheeting options most sensitive to discount factor Lowering discount rate (3%) increases combined lifecycle cost of steel sheet options Raising discount rate (8%) decreases combined lifecycle cost of steel sheet options
24 Conclusions Concrete tile-timber Frame roof performed best Lower life-cycle maintenance cost Lower embodied energy cost of materials Options with low material cost can still have a high combined life-cycle cost Combined life-cycle cost better reflects the true cost of materials Single monetary value that can be easily understood by stakeholders
25 Questions? Zeb Worth Environmental Engineer Opus International Consultants PO Box 5848, Auckland 1141, New Zealand
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