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Timber Frame Construction Part 2

Megan Greenwood Mace English

Timber Frame Construction Part 2

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Timber Frame Construction Part 2

  1. SIPs

    • Structural Insulated Panels
    • thermally efficient structural building envelopes
    • due to bulkiness use anchor ties
    • Results in
      • ^ air tightness around all junctions
  2. Locations where firestops are required

    • vertical stops at corners
    • vertical stops at 8mm intervals in walls
    • horizontal stops at first floor joist level
    • horizontal stops at first floor ceiling/gable level
    • running at verge of roof line
    • between 2 chimney flutes of adjoining a party wall
  3. Fire Resistance at junctions of separating elements

    • junctions of floors and walls
    • roof and external walls
    • cavity barriers
  4. Non ventilated cavity barrier

  5. Ventilated cavity barrier

    • cavity barrier expands on contact with flame closing the cavity and stopping fire and smoke
  6. Fire details at party floor junction

  7. Fire details at a typical junction of external wall and upper floor

  8. Fire deatils at a typical timber frame junction of external wall with party wall

  9. Fire details at a steel frame junction of external wall with party wall

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  • Timber Frame Construction Part 2
  • Timber Frame Construction Part 2
  • Timber Frame Construction Part 2
  • Timber Frame Construction Part 2
  • Timber Frame Construction Part 2

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Mind Map on Timber Frame Construction Part 2, created by Megan Greenwood Mace on 02/01/2020.
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