Figure reference table
Figure reference table for chapter 6.2
| Fig No | Title/Description | Clause |
|---|---|---|
| Figure 1 | Timber frame wall panel | 6.2.4 |
| Figure 2 | Sole plate foundation overhang | 6.2.4 |
| Figure 3 | Sole plate foundation set back | 6.2.4 |
| Figure 4 | Permanent structural packing under each stud | 6.2.4 |
| Figure 5 | Bedding of sole plate on mortar | 6.2.4 |
| Figure 6 | Double sole plate sandwich | 6.2.4 |
| Figure 7 | Sole plate anchor brackets | 6.2.5 |
| Figure 8 | Hold down straps built into masonry cladding | 6.2.5 |
| Figure 9 | Platform timber frame floor zone | 6.2.8 |
| Figure 10 | Window head and sill with masonry cladding | 6.2.8 |
| Figure 11 | Movement allowance at window sill with masonry cladding | 6.2.8 |
| Figure 12 | Movement allowance at window head with masonry cladding | 6.2.8 |
| Figure 13 | Movement allowance at window head with masonry cladding | 6.2.8 |
| Figure 14 | Lightweight cladding window head | 6.2.8 |
| Figure 15 | Lightweight cladding window sill | 6.2.8 |
| Figure 16 | Movement allowance at roof to vertical abutment – before movement | 6.2.8 |
| Figure 17 | Movement allowance at roof to vertical abutment – after movement | 6.2.8 |
| Figure 18 | Timber frame interface with concrete or masonry communal areas – before movement | 6.2.8 |
| Figure 19 | Timber frame interface with concrete or masonry communal areas –after movement | 6.2.8 |
| Figure 20 | Movement allowance at roof eaves | 6.2.8 |
| Figure 21 | Movement allowance at roof verge | 6.2.8 |
| Figure 22 | Movement allowance at service penetrations through masonry cladding | 6.2.8 |
| Figure 23 | Drive through section details | 6.2.8 |
| Figure 24 | Drive through Section A-A | 6.2.8 |
| Figure 25 | Drive through Section B-B | 6.2.8 |
| Figure 26 | Floor zone movement gap with lightweight cladding | 6.2.8 |
| Figure 27 | Movement gaps at the junction of lightweight and masonry cladding | 6.2.8 |
| Figure 28 | Balcony abutment – lightweight cladding | 6.2.8 |
| Figure 29 | Balcony abutment – lightweight cladding | 6.2.8 |
| Figure 30 | Balcony abutment – masonry cladding | 6.2.8 |
| Figure 31 | Balcony abutment – masonry cladding | 6.2.8 |
| Figure 32 | Slotted holes in balcony support brackets | 6.2.8 |
| Figure 33 | Sliding movement joint in balcony support bracket | 6.2.8 |
| Figure 34 | Juliette balcony support fixed to masonry cladding | 6.2.8 |
| Figure 35 | Flat roof to masonry abutment movement detail | 6.2.8 |
| Figure 36 | Fire-stopping and compartmentation at compartment wall/roof junction | 6.2.9 |
| Figure 37 | Horizontal cavity barrier protected with DPC | 6.2.9 |
| Figure 38 | Vertical cavity barrier protected with DPC | 6.2.9 |
| Figure 39 | Window head detail with cavity tray and weepholes | 6.2.10 |
| Figure 40 | Rebate at window reveal in areas of severe or very severe exposure | 6.2.10 |
| Figure 41 | Lowest timber at least 150mm above external ground level | 6.2.10 |
| Figure 42 | Lowest timber at least 75mm above external ground level | 6.2.10 |
| Figure 43 | Breather membrane laps | 6.2.13 |
| Figure 44 | Breather membrane lapped over sole plate | 6.2.13 |
| Figure 45 | Insulation between external wall studs | 6.2.15 |
Last updated: 2nd January 2024