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 Type	Base Material	Fasteners - Particle Board to Joist	Fasteners - Adjacent to Studs	Limit State Load (kN)
A	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
B		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
C		#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
D		Dia. 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 stud	5.72
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

A	B	C	D
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.