• Suppliers
• Species index
• FAQ

• About NZ Wood
  • Seminars and Events
    • ForestWood 2012
    • New Zealand Beech Timber workshop
    • Timber Design Awards
  • The NZ Wood Programme
    • Components of the programme
    • Funding
    • Partnership in the programme
    • The Founding Members of NZ Wood
    • The Management Team
    • The NZ Wood Brand Story
• Why Wood
  • Canterbury Rebuild
    • Commercial Buildings
    • QuakeStar
    • Residential rebuild for Canterbury
  • Case studies
  • Cost comparisons research
  • Forests and wood
    • Bioenergy and timber
    • Forest Accord
    • Further Reading
    • Harvesting
    • Low Carbon Dioxide
    • Planting
    • Silviculture
    • Wood structure and features
  • Sustainability
    • Carbon Footprint: Nelson Forests Ltd
    • Climate change
    • Commercial Multi-Story Building Carbon Footprint Model
    • Disposal of treated wood
    • Farm Buildings Carbon Footprint Model
    • Forest certification schemes
    • Gymnasium Carbon Footprint Model
    • Health Building Carbon Footprint Model
    • House Materials Life Cycle Analysis
    • Industrial Warehouse Building Carbon Footprint Model
    • Sustainable forest management of native tree species in New Zealand
    • The Environmental and Cost Benefits of Structural Wood
    • Wood: a carbon neutral material
• What Wood
  • Log Quality, Conversion and Grading
    • Conversion
    • Lumber and Grades
    • Wood Quality
  • Structural materials
    • Cross Laminated Timber
    • Finger-jointed timber
    • Glue-laminated Timber
    • Laminated Veneer Lumber
    • Light Timber Framing
    • Panel products
    • Plywood
    • Post Tensioned structural components
    • Roundwood
    • Sawn Timber
    • Solid wood homes
    • Timber I Beams and Parallel Chord Trusses
  • Timber species
• How Wood
  • Exterior Finishes
    • Application of Coating
    • Design and Construction
    • Factors Affecting Performance
    • Finish Types: Paints and Coatings
    • Light Reflectance Values (LRV) Colours and Heat Generation
    • Paint coating recommendations for film-forming finishes
    • Painting/staining recommendations for natural, semi transparent stains, opaque and clear finishes
    • Specifications to a contractor
    • Substrates
    • Surface Preparation
  • How to build guides
  • The New Zealand Building Code
  • Training, Education and Certification
  • Treatment and durability
    • Building legislation and regulations
    • Compatibility with other materials
    • Drying
    • Fasteners and treated wood
    • Flammability
    • Gluing of treated wood
    • Hazards that effect the durability of wood
    • Health & Safety
    • Limitations of Use
    • Moisture measurement
    • Natural Durability
    • Painting of treated wood
    • The 4Ds of Durabilty
    • Warranties, Guarantees & Service Life
    • Wood Preservation
• Case studies
• Performance
  • Acoustic performance
    • Acoustic design in New Zealand
    • Considerations
    • Design Requirements
    • Floors
    • Fundamentals of noise control
    • Optimising wall performance
  • Fire performance
    • Fire resistance
    • Fire safety regulations and codes
    • Reaction to fire
  • Thermal performance
    • Heat flow in a building structure
    • Humidity Buffering
    • NZ Building Code - Energy Efficiency
    • R-value
    • Thermal Mass
• Design
  • Design aids
  • Floor dynamics
  • Seismic design
    • Ductility
    • Lateral force resisting systems
    • Lessons learnt from Kobe
    • Seismic Design procedure
    • Seismic Design Theory
  • Structural connections
    • Adhesives
    • Bolts, coach bolts, coach screws and dowels
    • Epoxy grouted steel rods
    • Metal plate fixings
    • Nails
    • Other Structural Connectors
    • Screws
  • Structural design
    • Beam design
    • Characteristic Value for Stiffness
    • Characteristic values for stress
    • Code Methodology
    • Column design
    • Design Strength
    • LVL Research Building
    • Multi-storey wooden building research
    • Serviceability design

Sheffield Winter Gardens

Pringle Richards and Sharratt

Supported by large glulam arches, the Sheffield Winter Garden utilizes both the aesthetic and structural qualities of the glulam wood extremely well.

Spanning 22 meters, the arches are designed to support the entire roof of the building. Constructed using laminated strips of untreated larch, the architects have anticipated the wood weathering over time.

 

 

 

 

Location:

Sheffield, United Kingdom

Reference:

RIBA Journal, Jan 2003, p.25

 

View more photos from Jazmyn's flickr stream

Click to enlarge Image gallery

Sheffield Winter Gardens

Interior view
Image Credit: Jazmyn

1 of 1

Quick Facts

Web

http://www.prsarchitects.com

© Copyright NZ Wood | Terms & Conditions

Building Calc

Work out the carbon footprint of your building project.

House Calc

Estimate the carbon footprint of your house given your choice of materials.

NZ Wood Story

Learn about the life cycle of wood -planting, growth, harvest and end-use.

2012 NZ Wood Timber Design Awards

Cutting edge, innovative, purposeful - Celebrating New Zealand design and engineering in wood