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# Timber framing code 2008: Floor Framing.

Timber framing code 2008: Floor Framing. Specification:. Timber framed construction Conventional timber framed roof Roof pitch 22.50 Roof covering steel roof decking, 10kg/m2 Eaves width 600mm Brick piers supporting bearers Bearers 150 x 75 Unseasoned Hardwood, F11

## Timber framing code 2008: Floor Framing.

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1. Timber framing code 2008: Floor Framing.

2. Specification: • Timber framed construction • Conventional timber framed roof • Roof pitch 22.50 • Roof covering steel roof decking, 10kg/m2 • Eaves width 600mm • Brick piers supporting bearers • Bearers 150 x 75 Unseasoned Hardwood, F11 • Joists 100 x 50 Unseasoned Hardwood, F11 • Fitted timber floors Utility grade 19mm T&G Radiata Pine • Wet area flooring 19mm CSR structafloor particleboard

3. Remember the following information: • Type of flooring determines the MAX SPACING of floor joists • SPAN of joists determines the SPACING of bearers • SPAN of bearers determines SPACING of piers

4. Flooring

5. Flooring

6. Flooring

7. Flooring

8. Floor Joists

9. Floor Joists

10. Floor Joists

11. Floor Joists

12. Floor Joists

13. Bearers, Clause 4.3.1 • The max span of 1600 for the floor joists will determine the max spacing of the bearers parallel to the building length. • Determine from the various tables the span for the given bearer size (150x75). • These spans determine the pier spacings

14. Bearers supporting load–bearing walls • RLW = Rafter span + overhang • Rafter run • = 7.470 / 2 • Rafter run= 3.735 • Rafter length = 3.735 / Cos 22.5o • Rafter length = 4.042 • Overhang =600 / Cos 22.5o • Overhang =0.649 • RLW = 4.042+0.649 = 2.670 2 • RLW = 2.7

15. FLW Bearers: load bearing walls • Table one of Supplement 13 • Say RLW of 4500 (2700 actual) • FLW = 1600/2 = 800 (based on max joist span) • Read max bearer span from table 1 for FLW 1200 • Allowable span for 150 x 75 = 1700

16. Bearers: floor loads only • Table 5, supplement 13 • FLW = ? (Based on max joist span) • FLW = 1600 • Go to Table 5 for FLW 1800 • Allowable span of bearer: 150x75 = 2100

17. Centreline spacing of brick piers • Supporting load bearing walls This is determined by the span of the bearer supporting load bearing walls • = span of bearer plus 230 (size of brick pier) • = 1700 + 230 • = 1930

18. Centreline spacing of brick piers • Supporting floor loads only This is determined by the span of the bearer supporting floor loads only. • Span of bearer plus 230 (size of brick pier) • = 2330

19. Wet Area floor joists

20. Wet Area floor joists

21. Wet Area floors

22. Wet Area floors

23. Wet Area floors

24. Wet Area floors

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