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Nominal Stud Tie-down
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Figure 6.5
Strap connection options
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Figure 6.6 -
Corner/Mid-wall
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- Hold-down anchor and
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round washer
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For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces. Refer Table p22-23.
Figure 6.7 -
Corner/Mid-wall
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- Hold-down anchor, bracket and square washer
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For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces. Refer Table p22-23. 
Figure 6.6
Tie-down
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- Masonry anchors with washers (low uplift capacity - 4.8kN Limit State)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building ENDUROWALL® Building System Design Manual. 
Figure 6.7
Tie-down
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- Masonry anchors with washers (medium uplift capacity - 7.5kN Limit State)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in Table in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual. 
Figure 6.8 Tie-down details - Masonry anchors with bracket and washer (high uplift capacity - 12.5kN Limit State)
Endurotie® bent tab stud tie down
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Design Manual. Endurotie® bent tab stud tie down.
Value 15kN
Tie-down - Masonry anchors with bracket and washer (high uplift capacity - 12.5kN Limit State)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Design Building System Design Manual. 
FIGURE 6.9
Tie-down
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- Square Hollow Section (SHS)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual.
FIGURE 6.10 -
Corner/Mid-wall Detail (Low Uplift Capacity)
FIGURE 6.11 -
Corner/Mid-wall Detail (Medium Uplift Capacity)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual. 
FIGURE 6.12 -
Corner/Mid-wall Detail (High Uplift Capacity)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in in Tables 2-5 of the ENDUROWALL® Building System Design Manual. 
FIGURE 6.13 -
Corner/Mid-wall Detail (SHS)
For hold down anchor capacity, refer to manufacturer's information.
Suitable hold down anchors are to be provided to resist the uplift forces defined in in Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Building System Design Manual. 
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Section A
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Tie-down into suspended frame floor systems
| Base Material | Fasteners Particle Board to Joist | Fasteners Adjacent to Studs | Limit State Load (kN) | Connection Type |
|---|---|---|---|---|
| C20015 joist directly under wall | Dia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at 200mm centre to centre | Dia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at one nail each side of stud | 3.62 | A |
| Dia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at 200mm centre to centre | Dia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at one nail each side of stud | 3.88 | B | |
| #10-16x45mm CSK Tek screws of equivalent at 150mm centre to centre | #10-16x45mm CSK Tek screws or equivalent adjacent to each stud | 4.76 | C | |
| Dia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at 200mm centre to centre and Structaflor® adhesive | #12-14x45mm Hex. head Tek screws or equivalent one each side of stud | 5.72 | D | |
| Hardwood joist directly under wall | #12-14x45mm Hex. head Tek screws or equivalent one each side of stud | 4.61 | E |
| A | B | C | D | E |
|---|---|---|---|---|
| One nail each side of stud through all sections. |
| Nails at 200mm centres through particle board and joist. |
| Adhesive strip at points where particle board meets joists. |
Section B
| One nail each side of stud |
| through all sections. |
| Nails at 200mm centres through particle board and joist. |
Section C
| Adhesive strip at points where particle board meets joists and bottom plates. |
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| One screw at each stud; three screws between studs at 600mm centres. Screw through all sections. Adhesive strip at points where particle board meets joists. |
D | One screw each side of stud through all sections. |
| Nails at 200mm centres through particle board and joist. |
| Adhesive strip at points where particle board meets joists. |
Section E
| One screw at each stud; three screws between studs at 600mm centres. Screw through all sections. |
| Adhesive strip at points where particle board meets joists. |
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Hold down connection - Option 1
Hold down connection - Option 2
Hold down connection - Option 3
Hold down connection - Option 4
Transfer of Racking Loads to Internal Bracing Walls - Internal Wall Parallel to Trusses
Figure 7.34b -
Transfer of Racking Loads to Internal Bracing Walls - Internal Wall Perpendicular to Trusses
Figure 7.35
Internal to external fixing connections (Option 1)
Figure 7.36
Internal to external fixing connections (Option 2)
