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Table of Contents

Nominal Stud Tie-down

Strap connection options

Corner/Mid-wall - Hold-down anchor and round washer

For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces.


Corner/Mid-wall - Hold-down anchor, bracket and square washer

For hold down anchor capacity, refer to manufacturer's information. Suitable hold down anchors are to be provided to resist the uplift forces.

Tie-down - 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 System Design Manual.

Tie-down - 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.

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 Tables 2-5 of Section 3.3.1 of the ENDUROWALL® Design Manual. 

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® Building System Design Manual. 


Tie-down - 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.

 

Corner/Mid-wall Detail (Low Uplift Capacity)

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. 

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. 

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. 

Tie-down into suspended frame floor systems

Connection TypeBase Material

Fasteners - Particle Board to Joist

Fasteners - Adjacent to Studs

Limit State Load (kN)

AC20015 joist directly under wallDia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at 200mm centre to centreDia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at one nail each side of stud3.62
BDia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at 200mm centre to centreDia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at one nail each side of stud3.88
C#10-16x45mm CSK Tek screws of equivalent at 150mm centre to centre#10-16x45mm CSK Tek screws or equivalent adjacent to each stud4.76
DDia. 3.3 x 5.5mm Duo Fast nails (or equivalent) at 200mm centre to centre and Structaflor® elastomeric adhesive#12-14x45mm Hex. head Tek screws or equivalent one each side of stud5.72
E

Laminated Veneer Lumber or timber with JD4 Joint Group to AS1720

Min 50 x 2.5mm machine driven nails in accordance with manufacturers recommendations or AS1860 and Structaflor® elastomeric adhesive M5.5 x 40mm Hex. head batten screws.5.71

...

ABCD
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.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 and bottom plates.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.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.

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

Transfer of Racking Loads to Internal Bracing Walls - Internal Wall Perpendicular to Trusses


Internal to external fixing connections (Option 1)

Internal to external fixing connections (Option 2)