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6.1 ENDUROWALL® Marking & Branding
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Identify the studs and lay toes down on a level surface and align as per assembly drawing. The heads, sills and noggings should be pre-notched allowing parts to overlap as shown. Pre-punched holes are provided for trilobular fastener screws to connect the frames.
Locate & open matching stud & nogging / plate bundles before separating into individual frame packs. 
Separate and move stud & nogging / plate frame packs next to designated assembly zone. 
Lift & separate stud pack onto assembly table (this example has utilised Topspan® 40 sections on concrete block stacks as an assembly table).
Identify and separate Endurotie® bent tab studs (90mm system only)
The Endurotie® bent tab studs can be identified by the extension of the stud web section and double15mm hole punch for insertion of a frame anchor bolt (or similar).
Prepare bent tab studs
• Place the stud with the web down.
• With a small cold chisel and a hammer, flatten the ribs on the rib in line with the stud flange.
• With a pair of duck bill pliers, bend the tab in the appropriate direction. (Refer to layout plan provided with job outputs.)
Layout all studs in sequential order, space out & orientate frame as per assembly sheet. 
Fix all studs by inserting into top plate on approx. 45deg angle. 
Align holes, fix at studs and install trilobular fastener.
Step 3 Fix at Studs
When carrying out the primary assembly of the frame align notch holes as shown and install trilobular fastener in holes.
Align top of studs & screw fix top plate at both ends. (Where utilised, ensure Endurotie® bent tab studs are placed in the correct location and orientation. 
Twist stud into position & align fixing holes – repeat for all studs along top plate.
Step 4 -Fix at corner and install a trilobular fastener
Align notch holes as shown and install trilobular fastener in holes. 
Slide noggings onto the studs from base of frame & align fixing holes. May require 2 people to slide up studs evenly.
Fix bottom plate to studs, align holes & screw fix all noggings & bottom plate connections on "Side A". (Easier to fix bottom plate on an angle, starting at one end & pinching studs into plate, working along the frame). Ensure Endurotie® bent tab stud alignment is correct.
Nogging Installation
Position each one over the frame near their final location. Nogging height is specified in the supplied ENDUROCADD® panel drawings with the reference line to the centre line of the nogging. 
Nogging installation.
Step 5 -Frame assembly - fix both sides
In order to process walls efficiently, two assembly tables situated side-by-side allows walls to be flipped over so both sides can be fixed off. 
Cross check "Side A" frame layout & connections as per assembly sheet. Utilizing sufficient labour, lift & flip frame for "Side B" screw fixings. 
Ensure sufficient labour available on both sides of frame to flip safely. 
By utilizing two adjoining assembly tables, wall fabrication can be optimized by preparing the next frame while screw fixing & checking "Side B".
Step 6 - Marking wall frames and prepare for openings
Before inserting any bracing or lintels, check the overall dimensions of the frame against the supplied Assembly Sheet. Square the frame before installing any bracing.
Marking frames
Frames should be identified with panel number and the number of any adjoining walls at the appropriate locations. These marks should be applied to the side of the bottom plate. 
Install cross bracing as per wall assembly sheet using the nominated number of screws.
Number each completed wall frame & mark the bracing locations to top & base of frames as per assembly sheet.
Located the pre-cut notch and use tin snips to prepare the tab prior to installation. (This enables easy removal of bottom plate at openings after frame installation). After panel is checked for squareness, screw fix bracing strap to wall plates as per wall frame assembly sheet. Alternate bracing types are fixed in a similar manner. 
Figure 6.3 - Connection details of diagonal tension strap bracing
Note: 70mm strap brace requires two tensioners. 
Figure 6.4 Nominal Stud Tie-down 
Figure 6.5 Strap connection options 
Figure 6.6 - Corner/Mid-wall Detail (Hold-down anchor 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. Refer Table p22-23.
Figure 6.7 - Corner/Mid-wall Detail (Hold-down anchor, bracket and washer)
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 details - 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. 
Figure 6.7 Tie-down details - 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)
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.
Endurotie® bent tab stud tie down.
Value 15kN
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. 
FIGURE 6.9 Tie-down Details - 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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Section B
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B
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.
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Section C
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C
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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Section D
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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.
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Section E
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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.
FIGURE 6.15- Tie-Down into suspended frame floor systems
Step 7 - Install lintel flashing (where required)
Overlay & screw fix lintel flashing to top of frame as per assembly sheet & fixing details given in the Design Manual.
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