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GRANDSTAND por Mind Map: GRANDSTAND

1. Gangways should be on each side of structure

2. Handrails, staircases, exit ways, passageways, gangways and barriers should comply with legal and other requirements

3. Gangways should not be less than 1.2m in width

4. 600mm deep (without backrest)

5. Types of Grandstands

5.1. Grandstands

5.1.1. larger

5.1.2. complex seating system

5.1.3. basic bench seating

5.1.4. multi-tiered

5.1.5. can feature a covered bandstand

5.2. Stadium Bleachers

5.2.1. smaller

5.2.2. basic

5.2.3. versatile

5.2.4. raised tiered rows of benches

5.3. Arena Bleachers

5.3.1. hockey rinks

5.3.2. galvanized steel framework

5.3.3. variety of seating options

5.4. Telescopic Pool Bleachers

5.4.1. galvanized steel

5.4.2. resistant to high humidity

5.4.3. durable

5.4.4. versatile

5.4.5. easily expanded

5.5. Transportable Bleachers

5.5.1. versatile

5.5.2. can be hitched for transportation

5.5.3. standard permanent angle frame bleachers

5.6. Tip & Roll Bleachers

5.6.1. indoor auxiliary seating

5.6.2. non-marring rubber foot pads

5.6.3. lightweight aluminium

5.6.4. swivel casters for movement

6. Spectators' Seats

6.1. Chairs

6.1.1. Premium seat

6.1.1.1. Contoured seats

6.1.1.2. Supportive seat backs

6.1.1.3. Fitted with armrest

6.2. Bleachers

6.2.1. Advantages

6.2.1.1. Inexpensive

6.2.1.2. Accommodate many spectators

6.2.2. Disadvantages

6.2.2.1. Uncomfortable

6.2.2.2. Less popular

6.3. Folding chairs

6.3.1. Floor Mounted

6.3.2. Riser Mounted

6.4. Spectator Seat Area

6.4.1. 700mm deep (with backrest)

6.4.2. 500mm wide (with arm rest)

6.4.3. 350mm wide (without arm rest)

6.4.4. Unobstructed space of 300mm between seats

7. Design Considerations

7.1. Considered by the designer when assessing stability & associated redundancy

7.2. Free from obstruction for gangway, exit way & passage

7.3. Exit ways > 2.4m in width @ each side of structure

7.4. Meet the safety standards of permanent structures. No part of the structure shall be built over water

7.5. Adequately braced to resist wind loads & other dynamic loads & shall be maintained

8. Evenly distributed exits from a structure to evacuate it in an emergency without endangering the lives of spectators.

9. Materials

9.1. Small Seating Structures

9.1.1. Scaffolding

9.2. Made from

9.2.1. Steel

9.2.2. Aluminium

9.2.3. Plywood

9.2.4. Textiles, paints

9.2.5. Plastic components

9.3. Large Seating Structures

9.3.1. standard prefabricated components

10. Design Principles

10.1. Depends on

10.1.1. No. of spectator seating planned for

10.1.2. Seating requirement and arrangement

10.1.3. Seating areas, walkway/ gangway requirements

10.1.4. Any special equipment

10.2. Required a seating place

10.2.1. provide a minimum viewing standard

10.2.2. sufficient level of safety for the spectator body

10.3. Spectator deck

10.3.1. safe ingress and egress of spectators.

10.4. Barriers

10.4.1. perimeter of the structure

10.4.2. protection against falling.

10.5. Supporting structure

10.5.1. resist the static and dynamic forces

11. Layout Criteria

11.1. Escape from a grandstand should be designed such that its use is integrated with the site or building in which the grandstand is located.

11.2. Handrails of adequate strength & appropriate heights should be provided. All decking, aisles & steps on grandstands should be made from or covered with non-slip materials & have adequate non-slip, light coloured step nosings.

11.3. The exits should allow spectators to reach a place of safety or a final exit safely without local overloading of stairs, passageways or routes around the site or building.

11.4. Staircases or passageways within grandstands should be of even width & should not narrow into funnels