oneaac installation guide compleo external high …

AUTOCLAVED AERATED CONCRETE PANELSFOR EXTERNAL HIGH RISE WALLS / FACADES

ONE AAC COMMERCIAL

DISCLAIMERProducts manufactured and systems designed by Knauf are produced in accordance with the Building Code of Australia and relevant Australian Standards. Information in this literature is to be used as a guide only as many aspects of construction are not comprehensively covered. It is the responsibility of the project to determine if Knauf’s products and systems are suitable for the intended application. Knauf Plasterboard Pty Ltd will not be held responsible for any claims resulting from the installation of its products or other associated products not in accordance with the recommendations of the manufacturer’s technical literature or relevant Australian Standard. This guide provides information on how to install Compleo external wall systems, it also provides recommendation for best practices in Compleo installation.

To ensure this guide is current with the latest information, visit oneaac.com.au or contact One AAC on 1300 010 222.

WARRANTYKnauf products are guaranteed by a 10 Year Warranty. Visit knaufplasterboard.com.au for details.

VERSION 1June 2015

Contents

THE COMPLEO WALL SYSTEM IS SOLD UNDER LICENCE THROUGH ONE AAC BUILDING SOLUTIONS PTY LTD.

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System Details

Introduction 1

Compliance 2

Performance 3

Systems 4

Design 5

System Components 6

Care and Use 7

Installation 11

Construction Details 22

Framing Tables 30

COMPLEO OFFERS THE BUILDING INDUSTRY THE BEST OF BOTH WORLDS, SPECIFICALLY THE STRENGTH AND SOLID FEEL OF MASONRY WITH EASIER AND FASTER METHODS OF CONSTRUCTION.

Introduction

Compleo is a wall system using autoclaved aerated concrete (AAC) panels. The double steel grid reinforcement in Compleo Panels consists of bars running in both the longitudinal and transverse directions giving it excellent impact and damage resistance. Compleo panels also offer thermal, fire resistance and sound insulation properties.

Compleo wall systems are used where a high degree of fire resistance, acoustic insulation and security is required. The thermal performance of Compleo High rise external wall systems also helps maximise energy efficiency. Compleo external wall systems are specified for facades of medium to high rise residential or commercial buildings.

Compleo Wall Systems outlined in this installation manual have been designed for external use only in Class 2 to Class 9 buildings as defined by the Building Code of Australia (BCA).

Compleo Wall Systems must be installed as documented for optimum acoustic, fire and structural performance. Product substitutions may result in system performance being compromised.

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Introduction

AUSTRALIAN STANDARD AND BUILDING CODE OF AUSTRALIA (BCA) COMPLIANCE

The Compleo system has been evaluated by CertMark to comply with the relevant clauses in the BCA as listed below and is therefore covered by a Codemark Certificate.

Complies with the Building Code of Australia:

1. BCA Volume One 2014: C1.1, Specification C.1.1 (a) (v), including SA state variations. (Refer to limitation d)

2. BCA Volume One 2014: Part FP1.4.

3. BCA Volume One 2014: Part J1.2 (a).

4. BCA Volume One 2014: Part J1.5, including Table J1.5a. (Refer to limitation e).

5. BCA Volume Two 2014: Part P2.6.1, including VIC state variations.

6. BCA Volume Two 2014: Part 3.3.3.

7. BCA Volume Two 2014: Part 3.3.4, including SA state variations.

8. BCA Volume Two 2014: Part 3.7.1, including SA state variations. (Refer to limitation f).

9. BCA Volume Two 2014: Part 3.8.6, including NT state & territory variations. (Refer to limitation g).

10. BCA Volume Two 2014: Part 3.12.1.1 (a).

11. BCA Volume Two 2014: Part 3.12.1.4 (a).

12. BCA Volume Two 2014: P2.1.1 (a), (b) & (c), including QLD state variations.

All Compleo external systems and components have been designed and evaluated in accordance with the following standards:

AS/NZS 1170 (Parts 0,1 & 2) Structural Design Actions

AS 1530.4 : 2005 Methods for fire tests on building materials, components and structures.

AS/NZS 4600 : 2005 Cold Formed Steel Structures

AS/NZS 4859.1:2002 Materials for the thermal insulation of buildings

When building a Compleo wall system refer to the following standards where relevant:

AS/NZS 1170 Structural design actions

AS/NZS 2904 Damp-proof courses and flashings

AS 3566 Self-drilling screws for the building and construction industries

AS/NZS 4347 Damp-proof courses and Flashings

AS/NZS 4600 Cold Formed Steel Structures

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System Details

Compliance

Performance

UNDER EVALUATION

Introduction

Compleo panels are reinforced aerated autoclaved concrete (AAC), 75mm thick, 600mm wide and readily available in standard lengths of 2700mm to 3300mm long. At an R value of 0.5 m².K/W, Compleo panels are better thermal insulators than bricks or concrete of the same thickness and reduce the total construction weight.

Not only does the Compleo Wall System provide attractive modern exteriors which may be completed in various finishes and colours, but it also has great weather, acoustic and fire resistant properties.

The Compleo Wall System is a simple, fast and efficient way of constructing a rendered masonry wall. It consists of a steel frame with Compleo panels screwed to top hats. The wall is finished with a suitable elastomeric coating system.

The standard Compleo system consists of internal plasterboard lining on a 92mm steel stud frame with R2.0 insulation in the cavity covered with breatheable wall wrap and Compleo Panels on top hats. This system has the following characteristics:

Thermal R value of 2.80 m2.W/K minimum

Fire Resistance Level (FRL) of 120/120/120 from the outside only

Acoustic rating of Rw 55

Increased fire and acoustic ratings can be achieved by upgrading the plasterboard lining, refer to system tables.

Thermal Ratings Table

Table Notes:

1. R-Values listed above have been calculated according to AS/NZS 4859.1:2002 and are valid for a mean temperature of 15°C for heat flow out and 30°C for heat flow in as recommended by AS/NZS 4859.1:2002

2. If EarthWool is to be compressed in the cavity, the R-value should be reduced as per Section 3.1 of AS/NZS 4859.1:2002

3. R-Values of outdoor and indoor air films are as per Appendix K of AS/NZS 4859.1:2002

4. The R-Values listed above do not take into account the effect of thermal bridges like screws, framing members, etc., in accordance with the BCA.

Compleo panel on minimum 35mm top hat with min 92mm stud lined with 13mm plasterboard and breathable wall wrap

Bulk Insulation Winter R value (m2.W/K) Summer R value (m2.W/K)

R1.5 2.51 2.34

R2.0 3.01 2.82

R2.1 3.11 2.92

R2.5 3.51 3.30

R2.7 3.71 3.49

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Performance

Performance

External Cladding: Jointed 75mm Compleo Panel

External Cladding Top Hats: Topspan 61 (0.75BMT) or Knauf Top Hat 35 (0.75BMT)

Moisture Barrier: Breathable wall wrap

Frame: Minimum 92mm 1.15 BMT steel stud

Wall Insulation: Minimum R2.0 Earthwool

Internal Lining: As per table

Table Notes:1. FRL is unaffected by the insulation.2. The Structural Adequacy component of the FRL refers to the stud.3. MastaShield may be substituted with, 10mm SoundShield, 13mm WaterShield or 10mm Opal.4. FireShield may be substituted with TruRock of the same thickness.

System NumberAcoustic Rating

Rw (Rw+Ctr)Acoustic Report 5008-17

FRL From Outside Fire Report FAR 4395

FRL From Inside Fire Report FAR 4395

Internal lining System Image

KCEH1 55 (48) 120/120/120 NA 13mm MastaShield

KCEH2 55 (49) 120/120/120 60/60/60 16mm FireShield

KCEH3 57 (52) 120/120/120 90/90/90 2 x 13mm FireShield

KCEH4 58 (52) 120/120/120 120/120/120 2 x 16mm FireShield

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System Details

Systems

Systems

Once a system has been selected that meets any thermal, fire and acoustic requirements, check the following:

CONTROL JOINTSPlan control joint locations along walls and at windows and check locations with the project engineer. [Refer to page 17 for Control Joint Requirements.]

PANEL SET OUTPlan how panels will be set out by using full or half width panels. Reduce wastage and cutting of panels by dimensioning external walls and windows to match the Compleo Panel width of 600mm. Minimum lintel panel height above windows is 270mm. Joints between panels are nominally 5mm. Vertical control joints are usually at least 12mm wide and horizontal control joints are usually 15-20mm.

FRAMINGDetermine the building’s design wind pressures so the correct spacing for studs and top hats can be selected. [Refer to page 30 for Framing Tables and page 18 for the number of top hats per panel.]

BASE SUPPORTSelect slab supported or shelf angle construction. [Refer to Installation Section.]

COATINGSelect a coating system approved for use on AAC panels.

COASTAL AREASSelect appropriate the corrosion resistance of steel framing and fasteners in coastal areas such as those within 1000m of breaking surf. Walls must be either exposed to rain to enable wash down or hosed down every 6 months. Before applying coatings, ensure the surfaces to be painted have had any salt build up removed. Compleo is not recommended for use less than 600m from breaking surf without advice from specialist facade engineering consultation.

FACADE ENGINEERA facade engineer must approve the detailing of Compleo High Rise external walls, in particular, cavity baffle, pressure equalisation slot and control joint location.

Weather tightness

High rise buildings can be subject to high wind pressures and large flows of water over their external walls. The Compleo High Rise wall system has been designed as a rainscreen with pressure equalisation between the weather outside and the cavity behind the Compleo panels. This type of facade design aims to reduce differential pressures that lead to water being sucked in to the cavity behind the external cladding. The outside pressure generated by wind on the building bypasses the Compleo cladding and is applied onto the wall wrap and plasterboard.

To enable pressure equalisation the wall cavities must be separated into compartments and the pressure equalised between the outside and the cavity behind the Compleo panels. The pressure on either side of the Compleo is equalised through slots in the base of the Compleo at least every 3 metres. Cavity baffles create a barrier to air flow and pressure, separating the air cavity compartments at least at every external corner of the building. Cavity baffles typically consist of a top hat installed from slab to soffit. The inside face of the cavity consists of wall wrap and internal plasterboard linings; it is important that both of these air barriers are sealed. The wall wrap should be taped at the perimeter and at joints. The plasterboard linings should be sealed around the perimeter and at all penetrations. Cavity baffles also reduce undesirable lateral air flow due to different pressures across the face of a building.

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System Details

Design

Design

Compleo Panel (thickness: 75, width: 600, length: 2700 to 3300mm)

Compleo 3-in-1 Adhesive, Patch & Base Mortar (Coverage: approx 20m2 per 20 kg bag)

Top Hats: Topspan 61 (0.75bmt) or Knauf Top Hat 35 (0.75bmt). The Compleo fixing and top hat spacing tables have been calculated based on these two top hats

Damp Proof Course (DPC) for use at the base of each Compleo panel, not required for use with Shelf Angle option

BindEx Waterproof membrane for the hob at the base of the wall, not required for use with Shelf Angle option

Shelf angle minimum dimensions 125mm x 80mm x 5mm with horizontal slots for masonry anchors with corrosion protection according to AS 2699.3

Masonry anchors for shelf angle to suit design loads of 11kN in Tension and 6.5kN in Shear at 900mm spacing. For example, Iccons 12mm Black-Tip Thunderbolts at 900mm maximum spacing embedded at least 90mm into minimum 32 MPa concrete

Flashing for openings

Anti-Corrosion Paint such as Solver Line 4120 and brush for application to cut steel reinforcing bars

Breathable wall wrap, either:

o Tyvek Homewrap with tape and metal angles for aiding fixing in internal corners or,

o ProctorWrap suitable for the internal wind pressure and suitable tape

Earthwool insulation R1.5 minimum

Fasteners (Corrosion Class 3 or 4):

Compleo to Top hats; 14g x 90mm - 100mm Bugle head Type 17 screws. Three screws per top hat

Top hat to steel stud; 10g x 16mm Hex head tek screws. Two screws per stud

Coating system approved for use on AAC panels

Flexible external grade sealant compatible with Compleo panels and coating system, fire rated if required

Backing rod

Weepa slots if required for vermin control or bushfire resistance.q

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System Components

System Components

SAFE HANDLING

Compleo panels have a working weight of 51 kg/m2 (i.e. a 3m panel weighs 92 kg). Use mechanical aids such as trolleys and ensure work practices do not overload individuals. Depending on the length of the panels, Knauf recommends the use of a hydraulic trolley/lifter, a hand truck or group lifting to move Compleo panels around the worksite.

PERSONAL PROTECTION

Safety goggles/glasses to comply with AS 1336

Rubber or PVC gloves

Safety footwear

P1 or P2 dust mask if dust is generated

Class 5 ear plugs or ear muffs for cutting with power tools

Compleo panels and Compleo 3-in-1 Adhesive Patch and Base Mortar are cementitious products and direct skin contact should be avoided to prevent skin irritation.

SAFETY INFORMATION AND MATERIAL SAFETY DATASHEETS

More detailed information on how to handle Compleo products and the OH&S requirements associated with the Compleo System are available on product packaging and their material safety datasheets (MSDS).

MSDS for Compleo panel and Compleo 3-in-1 Adhesive Patch and Base Mortar are available from One AAC on 1300 010 222.

Care and Use

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System DetailsCare and Use

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FIGURE 1 Sharp Edged Cuts

FIGURE 2 Making Holes With Handsaw

FIGURE 3 Making Holes with Keyhole Saw

CUTTING

Ensure cutting is carried out in a well ventilated area.

Use a circular saw with a dust extractor or a wet saw to cut Compleo panels. A diamond tipped saw blade or similar is recommended as the blade must be able to cut through the core and the double steel grid reinforcement. [Figure 1]

Do not cut panels to a width less than 270mm.

To make penetrations through the panels, use combinations of a handsaw, keyhole saw and angle grinder. [Figure 2 and 3]

Any steel reinforcement that has been exposed as a result of cutting must be protected against corrosion by applying anti –corrosion paint such as Solver Line 4120.

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75mm

150m

m15

0mm

150m

m75

mm

55mm 150mm 500mm 500mm

600m

m

FIGURE 5 Face section of Compleo panel

COMPLEO PANEL REINFORCEMENT

Compleo panels are 600mm wide. The total length of the wall must be taken into account when planning the installation. Ensure any cut down panels are placed away from doors and large penetrations. Alternatively, locate the cut panel next to a support column or structure.

All Compleo panels come with a double steel grid reinforcement. The steel reinforcement runs both across and along the panels.

FIGURE 4 Edge section view of Compleo panel

55mm 150 mm 500mm 500mm

22.5m

m30

mm22

.5mm

75mm

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DELIVERY AND STORAGE

Reduce the possibility of damage by delivering to the site immediately before installation.

Unload Compleo panels with a forklift or crane; they are delivered in packs of 10 panels which weigh more than 800 kg.

Protect Compleo panels and accessories from weather by storing inside or covering fully, stacked clear of the floor.

High levels of water absorption will not affect the long term performance of Compleo panels, however they must be dry before plasterboard installation.

PATCHING

Use Compleo 3-in-1 mortar to repair damage to Compleo panels in which the steel reinforcement is intact. Patching may be easier after installation of panels.

Maximum repair size for fire rated walls is a triangle with two legs of 100mm. [Figure 7]

FIGURE 6 Beware Of Panels Falling After Removing Strapping.

FIGURE 7 Maximum Patching Size For Fire Rated Wall

100mm max10

0mm

max

Installation

OPTION 1 OVERVIEW

SLAB SUPPORTED BASE

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System DetailsInstallation

Top hat

AccuStud

Plasterboard

Deflection head track

Compleo Panel

Coating system

Presuure equalization slot

DPC Flashing

Leveling render

Wall wrap

Backing rod

Thermal insulation

Waterproofing membranePlasti packer

Sealant

Tape

Slab

100mm - 14gBugle head screw

16mm - 10g Hex Head screw

Compleo panel

FIGURE 8 Slab Supported Base

Compleo Panel

Coating system

Sealant

Presuure equalization slot

3 in 1 Compleo Mortar

Apply beads of fire sealantbefore installing shelf angle

Backing rod

Thermal insulation

Compleo panel

Shelf angle

Slab

100mm -14g Bugle head screw

Deflection head trackWall wrap

Sealant

Tape

Top hat

16mm - 10g Hex head screw

AccuStud

Plasterboard

OPTION 2 OVERVIEW

ANGLE SUPPORTED BASE

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Installation

FIGURE 9 Angle Supported Base

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Installation

COMPLEO PANEL INSTALLATION SEQUENCE

Prepare Base

Option 1 – Slab Supported

Apply a waterproof membrane to the hob and/or step down. [Figure 10]

Option 2 - Shelf Angle

Install shelf angle, sealing any gaps at butt joints or between the shelf angle and concrete slab with fire sealant. Ensure a continuous bead of sealant is applied behind shelf angle. Use packers if the slab deviation is large enough. If the slab is stepped, install vertical pieces of shelf angle to create a continuous air and fire barrier. [Figure 11]

Framing

Install steel framing according to structural requirements. [Refer to page 30 for Framing Tables]. Check control joint locations, installing extra studs as shown in Figure 13. [Refer to page 17 for Control Joint Requirements].

For the Slab Supported option, set out the framing so the Compleo panels finish proud of the slab edge at all locations. This ensures a situation where the slab edge must be built out with render, not the entire Compleo wall. [Figure 12]

FIGURE 11 Shelf Angle

FIGURE 10 Waterproofing

FIGURE 12 Framing

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Installation

Damp Proof Coursing (Option 1 only)

At the base of the Compleo Wall, fix Damp Proof Coursing (DPC) to the bottom. Ensure the DPC completely covers the rebate in the slab. [Figure 13]

Wall Wrap

Install wall wrap according to the manufacturer’s instructions, including wrapping around window and door openings. Use tape at all joints, around perimeter and penetrations to seal all gaps. [Figure 14]

Top Hats

Select the number of top hats per panel based on panel location and wind pressure. [Refer to page 18] Install top hats including additional top hats around openings as shown in the construction details. Top hats must not span across control joints. Fix top hats on each stud with two screws, one on each flange. [Figure 15]

FIGURE 14 Wall Wrap

FIGURE 13 Damp Proof Coursing

FIGURE 15 Top Hats

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Installation

Cavity Baffles

Install top hats as cavity baffles at every external corner and to façade engineer’s requirements. Cavity baffles must be continuous from slab to soffit and resist the passage of air from one wall cavity to another. [Figure 16]

Pressure Equalisation Slots

Cut slots into the base of panels at maximum 3 metre intervals. Nominal dimensions are 70mm high and 10mm wide. Slots do not need to be cut at vertical control joint locations, as they can be formed at the base of the control joint. [Figure 17]

Joint and Fix Panels

Fix panels to top hats using three screws per panel as shown on page 21, jointing panels with Compleo 3-in-1Adhesive as they are installed. Apply the compound to the edge of one panel and push the next panel into place, creating a 5mm wide joint. [Figure 18]

FIGURE 17 Cut Slots

FIGURE 16 Cavity Baffles

FIGURE 18 Joint and Fix Panels

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Installation

Leveling Render Use acrylic levelling render over the entire wall in accordance with the manufacturers instructions using a primer if necessary. Remove any render from control joints and gaps around penetrations. [Figure 19]

Sealant

Seal control joints and gaps around windows, pipes and cables with flexible external grade sealant compatible with Compleo panels and the coating system. Do not seal pressure equalisation slots. Select a sealant that is fire rated if required. [Figure 20]

Coating

Apply coating system suitable for AAC panels. This typically consists of an elastomeric coating system. [Figure 21]

Plasterboard

Install Plasterboard according to Knauf Technical Literature. Ensure all gaps around openings, and the perimeter are sealed.

FIGURE 20 Backing Rod and Sealant

FIGURE 19 Levelling and Rendering

FIGURE 21 Coating

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Installation

CONTROL JOINT REQUIREMENTS

Control Joints must be installed at:

All control joints in the structure

Any change in the substrate or lining material

Vertical control joints must be installed full storey height at:

6m maximum intervals

4m maximum intervals where the top coat of paint has an LRV below 40% (dark colours)

External and internal corners

All doors, including sliding and garage doors

Both sides of any opening where the vertical joint length is less than 600mm in height. And:

o At least on one side of openings 2400mm maximum in width

o Both sides of openings greater than 2400mm in width

Horizontal control joints must be installed at:

Every floor line

Note: The project engineer must approve the control joint widths and layout.

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Installation

Ultimate Wind Pressure (kPa)

Wall stud Height (m)

3.0 2.9 2.8 2.7 2.6 2.5

0.50 4 4 4 4 4 4

0.75 4 4 4 4 4 4

1.00 4 4 4 4 4 4

1.25 4 4 4 4 4 4

1.50 4 4 4 4 4 4

1.75 4 4 4 4 4 4

2.00 4 4 4 4 4 4

2.25 4 4 4 4 4 4

2.50 4 4 4 4 4 4

2.75 4 4 4 4 4 4

3.00 4 4 4 4 4 4

3.25 5 5 4 4 4 4

3.50 5 5 5 5 4 4

3.75 5 5 5 5 5 5

4.00 5 5 5 5 5 5

4.25 6 5 5 5 5 5

4.50 6 6 6 5 5 5

4.75 6 6 6 6 5 5

5.00 6 6 6 6 6 6

5.25 7 6 6 6 6 6

5.50 7 7 6 6 6 6

5.75 7 7 7 7 6 6

6.00 7 7 7 7 7 6

6.25 8 7 7 7 7 7

6.50 8 8 7 7 7 7

6.75 8 8 8 7 7 7

7.00 8 8 8 8 7 7

NUMBER OF TOP HATS PER PANEL

WALL STUDS @ 600MM CENTRES

Wall Stud: Minimum 1.15mm BMT Steel Stud. Top Hat: Knauf Top Hat 355075 or TOPSPAN TS6175. Top Hat to Stud Screws: 2 x 16mm - 10g Hex head tek screws per top hat per stud. Compleo Panel to Top Hat Screws: 3 x 100mm - 14g Bugle head screws per top hat per panel

Note: Maximum deflection at SLS (Serviceability Limit State) is Span/360

equal100±10mm equal 100±10mm

600mm Maximum

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Installation



3.0 2.9 2.8 2.7 2.6 2.5

0.50 4 4 4 4 4 4

0.75 4 4 4 4 4 4

1.00 4 4 4 4 4 4

1.25 4 4 4 4 4 4

1.50 4 4 4 4 4 4

1.75 4 4 4 4 4 4

2.00 4 4 4 4 4 4

2.25 4 4 4 4 4 4

2.50 4 4 4 4 4 4

2.75 4 4 4 4 4 4

3.00 4 4 4 4 4 4

3.25 4 4 4 4 4 4

3.50 4 4 4 4 4 4

3.75 4 4 4 4 4 4

4.00 4 4 4 4 4 4

4.25 4 4 4 4 4 4

4.50 4 4 4 4 4 4

4.75 4 4 4 4 4 4

5.00 4 4 4 4 4 4

5.25 5 4 4 4 4 4

5.50 5 5 5 4 4 4

5.75 5 5 5 5 4 4

6.00 5 5 5 5 5 4

6.25 5 5 5 5 5 5

6.50 5 5 5 5 5 5

6.75 5 5 5 5 5 5

7.00 6 5 5 5 5 5





450mm Maximum

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Installation



3.0 2.9 2.8 2.7 2.6 2.5

0.50 4 4 4 4 4 4

0.75 4 4 4 4 4 4

1.00 4 4 4 4 4 4

1.25 4 4 4 4 4 4

1.50 4 4 4 4 4 4

1.75 4 4 4 4 4 4

2.00 4 4 4 4 4 4

2.25 4 4 4 4 4 4

2.50 4 4 4 4 4 4

2.75 4 4 4 4 4 4

3.00 4 4 4 4 4 4

3.25 4 4 4 4 4 4

3.50 4 4 4 4 4 4

3.75 4 4 4 4 4 4

4.00 4 4 4 4 4 4

4.25 4 4 4 4 4 4

4.50 4 4 4 4 4 4

4.75 4 4 4 4 4 4

5.00 4 4 4 4 4 4

5.25 4 4 4 4 4 4

5.50 5 5 4 4 4 4

5.75 5 5 5 4 4 4

6.00 5 5 5 5 4 4

6.25 5 5 5 5 5 4

6.50 5 5 5 5 5 5

6.75 5 5 5 5 5 5

7.00 5 5 5 5 5 5





300mm Maximum

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Installation

TOP HAT AND SCREW SPACING

a3

a3

a3

a3

100±10mm b 100±10mmb

50mm -250mm

50mm -250mm

100mm - 14gBugle head

screw

Top hat

Compleo panel

a3

a1

a1

a1

100±10mm b 100±10mmb

50mm -250mm

50mm -250mm


screw

Top hat

Compleo panel

a2

a2

a2

a2

100±10mm b 100±10mmb

50mm -250mm

50mm -250mm


screw

Top hat

Compleo panel

FIGURE 23 Four Rows of Top Hats per Panel

FIGURE 23 Five Rows of Top Hats per Panel

FIGURE 23 Six Rows of Top Hats per Panel

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Construction Details

Nogging trackWall stud

Top hat fixed to eachstud with 2 x 10gHex-head screws


Window openingsupports perstructural design

Wall wrap

Wall track

Top hat (refer to designtable for size andspacing)

10mm Nom.Control joint




FIGURE 23 Window Opening Framing Layout

WINDOW OPENING


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Nogging track

2400mm Max.


Top hat fixed to each stud with2 x 10g Hex-head screws

Top hat immediately above openingextended to minimum one stud spacing

Top hat immediately below openingextended to minimum one stud spacing

Wall studWall wrap


Top hat (refer to design table for size and spacing)

Window opening supportper structural design


FIGURE 24 Window Opening (2400 Max.) Framing Layout

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FIGURE 26 Window Opening (2400mm Max.) Compleo Panel Layout

FIGURE 25 Window Opening Compleo Panel Layout

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Construction DetailsConstruction Details

COMPLEO WALLS


Compleo panel100mm - 14g Bugle head screw

Top hatWall wrap

Compleo 3-in-1 Adhesive

FIGURE 27 Typical Horizontal Section

FIGURE 28 Control Joint

Compleo panel


Backing rod and sealant(Fire rated if required)

10mm Nom.

Top hatWall wrap

Extra wall stud needed to fixadjacent top hat while not offset

10mm Nom. gap between tophats (Either offset adjacent tophats or fix to separate studs)

FIGURE 29 Pressure Equalization Slot FIGURE 30 Pressure Equalization Slot Below Control Joint - Elevation

Compleo panel

10mm Nom. gap betweentop hats behind and abovethe pressure equalisationslot (Either offset adjacenttop hats or fix to separatestuds)

Extra wall stud neededto fix adjacent top hatwhile not offset

Pressure equalisationslot

Top hatWall wrap


screw

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Construction DetailsConstruction Details


Compleo panel


Top hat

Full height top hatcavity baffle

Wall wrap

Corner plate reinforcement0.8mm BMT

10mm Nom.100±10mm

100±10mm

FIGURE 33 Angled Corner

CORNERS


Full height top hatcavity baffle


Top hat

10mm Nom.

Compleo panel

Wall wrap 25mm Min.100±10mm

100±10mm

10mm Nom.



Top hat

Compleo panel

Wall wrap

Steel angle 0.8mm BMT

FIGURE 31 External Corner FIGURE 32 Internal Corner

100mm - 14g Bugle head screwTop hat


Wall wrap

10mm Nom.

TapeCompleo panel Concrete wall

or column

FIGURE 34 Side Connection to Concrete Wall or Column

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FIGURE 35 Window Head (Example Only) FIGURE 36 Window Jamb (Example Only)

FIGURE 37 Window Sill (Example Only) FIGURE 38 Parrapet Capping (Example Only)

WINDOWS, PARRAPET CAPPING AND PRESSURE EQUALIZATION SLOT

Horizontal support membe(Per structural design)

Top hat100mm - 14gBugle head screwWall wrap

Window frame(By others)

SealantPressure equalisation slot

16mm - 10g Hex headtek screw

Compleo panel

Flashing

Vertical support memberper structural design

Top hat

Window frame(By others)

Wall wrap

Compleo panel

Sealant

100mm - 14g Bugle head screw

Flashing

Top hat

Horizontal support memberper structural designWall wrap

16mm - 10gHex head tek screw

Window frame (By others)


Backing rod and sealant

Waterproofing membrane

Flashing

Compleo panel

Wall wrap

Top hat

Compleo panel



65mm - 14gHex head screws

Backing rod andsealant (Fire ratedif required)Parapet capping(By others)

Hardwood support(By others)Fall

Horizontal support member(Per structural design)

28 oneaac.com.au


10mm Nom.


Waterproofing membraneLevelling render

Pressure equalisation slot

Tape

Thermalinsulation

Masonryanchor

Wall stud

Wall track

Deflectionhead track

Noggingtrack

Knaufplaserboard

15mm Nom.

Compleo panel

Wall wrap


Coating system

100mm - 14g Buglehead screw

Top hat

DPC flashing

Plastic packer

Top hat

Compleo panel

Shelf angle

Apply beads of fire sealantbefore installing shelf angle

Wall wrap


Coating system

15mm Nom.

Thermalinsulation

Masonryanchor

Wall stud

Wall track

Deflectionhead track

Noggingtrack

Knaufplaserboard

Pressure equalisation slot

100mm - 14g Buglehead screw


Tape

Bearing 50mm Min.

FIGURE 41 Slab Supported Base FIGURE 42 Angle Supported Base

FIGURE 39 Tiled Balcony Base

Wall wrap

Top hat

Compleo panel


100mm - 14g Bugle headscrew

DPC flashing

Waterproofing membraneapplied to min. 200mm above

the finished tiled surface

Waterproofing membraneDrainage conduit

Mortar bedTiled balconyTape

Backing rod and sealant

Top hat

10mm Nom.

Vertical DPC flashing(To full height)

Sealant

65mm - 14gHex head screws

Compleo panel

Wall wrapCompleo panel Backing rod and sealant

(Fire rated if required)

Tape

25mm Min.100±10mm

100mm - 14g Bugle head screw

FIGURE 40 Compleo Intertenancy Wall Section

INTERNAL AND EXTERNAL WALL OVERVIEWS

oneaac.com.au 29


30 oneaac.com.au

Framing Tables

Ultim

ate

Win

dPre

ssure

(k

Pa)

Serv

icea

bili

ty W

ind

Pre

ssure

(k

Pa)^

Single

or

Box

ed S

tud/

Max

imum

Stu

d S

paci

ng(m

m)

/ N

um

ber

of

Top H

ats

per

Panel

—

Min

imum

Shea

r Capaci

ty (

V*)

of

Wall

Track

Anch

ors

(k

N)

Stud W

all

Hei

ght

(m)

2.5

2.6

2.7

2.8

2.9

3.0

0.5

00

.33

Sing

le /

600

/ 4

— 0

.45

Sing

le /

600

/ 4

— 0

.47

Sing

le /

600

/ 4

— 0

.48

Sing

le /

600

/ 4

— 0

.5Si

ngle

/ 6

00 /

4 —

0.5

1Si

ngle

/ 6

00 /

4 —

0.5

3

0.7

50

.49

Sing

le /

600

/ 4

— 0

.68

Sing

le /

600

/ 4

— 0

.7Si

ngle

/ 6

00 /

4 —

0.7

2Si

ngle

/ 6

00 /

4 —

0.7

4Si

ngle

/ 6

00 /

4 —

0.7

7Si

ngle

/ 6

00 /

4 —

0.7

9

1.0

00

.65

Sing

le /

600

/ 4

— 0

.9Si

ngle

/ 6

00 /

4 —

0.9

3Si

ngle

/ 6

00 /

4 —

0.9

6Si

ngle

/ 6

00 /

4 —

0.9

9Si

ngle

/ 6

00 /

4 —

1.0

2Si

ngle

/ 4

50 /

4 —

0.7

9

1.2

50

.81

Sing

le /

600

/ 4

— 1

.13

Sing

le /

600

/ 4

— 1

.16

Sing

le /

600

/ 4

— 1

.2Si

ngle

/ 4

50 /

4 —

0.9

3Si

ngle

/ 4

50 /

4 —

0.9

6Si

ngle

/ 4

50 /

4 —

0.9

8

1.5

00

.98

Sing

le /

600

/ 4

— 1

.35

Sing

le /

600

/ 4

— 1

.4Si

ngle

/ 4

50 /

4 —

1.0

8Si

ngle

/ 4

50 /

4 —

1.1

1Si

ngle

/ 3

00 /

4 —

0.7

7Si

ngle

/ 3

00 /

4 —

0.7

9

1.7

51

.14

Sing

le /

450

/ 4

— 1

.18

Sing

le /

450

/ 4

— 1

.22

Sing

le /

450

/ 4

— 1

.26

Sing

le /

300

/ 4

— 0

.87

Sing

le /

300

/ 4

— 0

.89

Sing

le /

300

/ 4

— 0

.92

2.0

01

.30

Sing

le /

450

/ 4

— 1

.35

Sing

le /

450

/ 4

— 1

.4Si

ngle

/ 3

00 /

4 —

0.9

6Si

ngle

/ 3

00 /

4 —

0.9

9Si

ngle

/ 3

00 /

4 —

1.0

2Bo

xed

/ 45

0 /

4 —

1.5

8

2.2

51

.46

Sing

le /

450

/ 4

— 1

.52

Sing

le /

300

/ 4

— 1

.05

Sing

le /

300

/ 4

— 1

.08

Sing

le /

300

/ 4

— 1

.11

Boxe

d /

450

/ 4

— 1

.72

Boxe

d /

450

/ 4

— 1

.77

2.5

01

.63

Sing

le /

300

/ 4

— 1

.13

Sing

le /

300

/ 4

— 1

.16

Sing

le /

300

/ 4

— 1

.2Bo

xed

/ 45

0 /

4 —

1.8

6Bo

xed

/ 45

0 /

4 —

1.9

1Bo

xed

/ 45

0 /

4 —

1.9

7

2.7

51

.79

Sing

le /

300

/ 4

— 1

.24

Sing

le /

300

/ 4

— 1

.28

Boxe

d /

450

/ 4

— 1

.98

#Box

ed /

450

/ 4

— 2

.04

#Box

ed /

450

/ 4

— 2

.1Bo

xed

/ 30

0 /

4 —

1.4

4

3.0

01

.95

Sing

le /

300

/ 4

— 1

.35

Sing

le /

300

/ 4

— 1

.4#B

oxed

/ 4

50 /

4 —

2.1

6#B

oxed

/ 4

50 /

4 —

2.2

3Bo

xed

/ 30

0 /

4 —

1.5

3Bo

xed

/ 30

0 /

4 —

1.5

8

3.2

52

.11

Sing

le /

300

/ 4

— 1

.46

#Box

ed /

450

/ 4

— 2

.27

#Box

ed /

450

/ 4

— 2

.34

#Box

ed /

450

/ 4

— 2

.41

Boxe

d /

300

/ 4

— 1

.66

Boxe

d /

300

/ 4

— 1

.71

3.5

02

.28

#Box

ed /

450

/ 4

— 2

.36

#Box

ed /

450

/ 4

— 2

.44

#Box

ed /

450

/ 4

— 2

.52

Boxe

d /

300

/ 4

— 1

.73

Boxe

d /

300

/ 4

— 1

.79

Boxe

d /

300

/ 4

— 1

.84

3.7

52

.44

#Box

ed /

450

/ 4

— 2

.53

#Box

ed /

450

/ 4

— 2

.62

Boxe

d /

300

/ 4

— 1

.8Bo

xed

/ 30

0 /

4 —

1.8

6Bo

xed

/ 30

0 /

4 —

1.9

1Bo

xed

/ 30

0 /

4 —

1.9

7

4.0

02

.60

#Box

ed /

450

/ 4

— 2

.7#B

oxed

/ 4

50 /

4 —

2.7

9Bo

xed

/ 30

0 /

4 —

1.9

2Bo

xed

/ 30

0 /

4 —

1.9

8#B

oxed

/ 3

00 /

4 —

2.0

4—

4.2

52

.76

#Box

ed /

450

/ 4

— 2

.87

Boxe

d /

300

/ 4

— 1

.98

#Box

ed /

300

/ 4

— 2

.04

#Box

ed /

300

/ 4

— 2

.1#B

oxed

/ 3

00 /

4 —

2.1

7—

4.5

02

.93

#Box

ed /

450

/ 4

— 3

.04

#Box

ed /

300

/ 4

— 2

.09

#Box

ed /

300

/ 4

— 2

.16

#Box

ed /

300

/ 4

— 2

.23

——

4.7

53

.09

#Box

ed /

300

/ 4

— 2

.14

#Box

ed /

300

/ 4

— 2

.21

#Box

ed /

300

/ 4

— 2

.28

#Box

ed /

300

/ 4

— 2

.35

——

5.0

03

.25

#Box

ed /

300

/ 4

— 2

.25

#Box

ed /

300

/ 4

— 2

.33

#Box

ed /

300

/ 4

— 2

.4—

——

FRA

MIN

G T

ABLE

FO

R R

EGIO

N A

Wall

Stud:

92m

m x

1.1

5mm

BM

T A

ccuS

tud.

To

p T

rack

: 92m

m x

1.1

5mm

BM

T A

ccuT

rack

Slo

tted

Defl

ect

ion

Hea

d, fi

x to

eac

h stu

d w

ith 1

0g fl

at h

ead

scre

ws

on b

oth

side

s th

roug

h de

fl ect

ion

slots.

Bott

om

Tra

ck: 9

2mm

x 1

.15m

m B

MT

Acc

uTra

ck, fi

x to

eac

h stu

d w

ith 1

0g fl

at h

ead

scre

ws

on b

oth

side

s.A

nch

ors

for

Track

s: A

ncho

rs w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble

at m

axim

um s

paci

ng a

s th

at o

f stu

d an

d m

axim

um 1

00m

m fr

om tr

ack

ends

. N

oggin

g T

rack

: 92

mm

x 0

.7m

m B

MT

Acc

uTra

ck N

oggi

ng, o

ne ro

w a

t mid

-hei

ght o

f wal

l, fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des.

Top H

at:

Kna

uf T

op H

at 3

5507

5 or

TO

PSPA

N T

S617

5.

Top H

at

to S

tud S

crew

s: 2

x 1

6mm

- 10

g H

ex h

ead

tek

scre

ws

per t

op h

at p

er s

tud.

Com

ple

o P

anel

to T

op H

at

Scre

ws:

3 x

100

mm

- 14

g Bu

gle

head

scr

ews

per t

op h

at p

er p

anel

.

^ Se

rvic

eabi

lity

win

d pr

essu

re is

0.6

5 tim

es th

e ul

timat

e w

ind

pres

sure

, bas

ed o

n V 20

and

V10

00 p

er A

S/N

ZS 1

170.

2-20

11, a

nd m

axim

um d

efle

ctio

n un

der s

ervi

ceab

ility

lim

it sta

te is

Spa

n/ 3

60.

# A

dditi

onal

L b

rack

ets

requ

ired

on e

ach

stud

at b

oth

top

and

botto

m, f

ixed

to s

tud

with

2 x

10g

flat

hea

d sc

rew

s an

d fix

ed to

sof

fit a

nd s

lab

usin

g an

chor

s w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble.

oneaac.com.au 31

Framing Tables

Ultim

ate

Win

dPre

ssure

(k

Pa)

Serv

icea

bili

ty W

ind

Pre

ssure

(k

Pa)^

Single

or

Box

ed S

tud/

Max

imum

Stu

d S

paci

ng(m

m)

/ N

um

ber

of

Top H

ats

per

Panel

—

Min

imum

Shea

r Capaci

ty (

V*)

of

Wall

Track

Anch

ors

(k

N)

Stud W

all

Hei

ght

(m)

2.5

2.6

2.7

2.8

2.9

3.0

0.5

00

.33

Sing

le /

600

/ 4

— 0

.45

Sing

le /

600

/ 4

— 0

.47

Sing

le /

600

/ 4

— 0

.48

Sing

le /

600

/ 4

— 0

.5Si

ngle

/ 6

00 /

4 —

0.5

1Si

ngle

/ 6

00 /

4 —

0.5

3

0.7

50

.49

Sing

le /

600

/ 4

— 0

.68

Sing

le /

600

/ 4

— 0

.7Si

ngle

/ 6

00 /

4 —

0.7

2Si

ngle

/ 6

00 /

4 —

0.7

4Si

ngle

/ 6

00 /

4 —

0.7

7Si

ngle

/ 6

00 /

4 —

0.7

9

1.0

00

.65

Sing

le /

600

/ 4

— 0

.9Si

ngle

/ 6

00 /

4 —

0.9

3Si

ngle

/ 6

00 /

4 —

0.9

6Si

ngle

/ 6

00 /

4 —

0.9

9Si

ngle

/ 6

00 /

4 —

1.0

2Si

ngle

/ 6

00 /

4 —

1.0

5

1.2

50

.81

Sing

le /

600

/ 4

— 1

.13

Sing

le /

600

/ 4

— 1

.16

Sing

le /

600

/ 4

— 1

.2Si

ngle

/ 6

00 /

4 —

1.2

4Si

ngle

/ 6

00 /

4 —

1.2

8Si

ngle

/ 6

00 /

4 —

1.3

1

1.5

00

.98

Sing

le /

600

/ 4

— 1

.35

Sing

le /

600

/ 4

— 1

.4Si

ngle

/ 6

00 /

4 —

1.4

4Si

ngle

/ 6

00 /

4 —

1.4

9Si

ngle

/ 6

00 /

4 —

1.5

3Si

ngle

/ 6

00 /

4 —

1.5

8

1.7

51

.14

Sing

le /

600

/ 4

— 1

.58

Sing

le /

600

/ 4

— 1

.63

Sing

le /

600

/ 4

— 1

.68

Sing

le /

600

/ 4

— 1

.73

Sing

le /

600

/ 4

— 1

.79

Sing

le /

600

/ 4

— 1

.84

2.0

01

.30

Sing

le /

600

/ 4

— 1

.8Si

ngle

/ 6

00 /

4 —

1.8

6Si

ngle

/ 6

00 /

4 —

1.9

2Si

ngle

/ 6

00 /

4 —

1.9

8#S

ingl

e /

600

/ 4

— 2

.04

#Sin

gle

/ 60

0 /

4 —

2.1

2.2

51

.46

#Sin

gle

/ 60

0 /

4 —

2.0

3#S

ingl

e /

600

/ 4

— 2

.09

#Sin

gle

/ 60

0 /

4 —

2.1

6#S

ingl

e /

600

/ 4

— 2

.23

#Sin

gle

/ 60

0 /

4 —

2.3

#Sin

gle

/ 60

0 /

4 —

2.3

6

2.5

01

.63

#Sin

gle

/ 60

0 /

4 —

2.2

5#S

ingl

e /

600

/ 4

— 2

.33

#Sin

gle

/ 60

0 /

4 —

2.4

#Sin

gle

/ 60

0 /

4 —

2.4

8#S

ingl

e /

600

/ 4

— 2

.55

#Sin

gle

/ 60

0 /

4 —

2.6

3

2.7

51

.79

#Sin

gle

/ 60

0 /

4 —

2.4

8#S

ingl

e /

600

/ 4

— 2

.56

#Sin

gle

/ 60

0 /

4 —

2.6

4#S

ingl

e /

600

/ 4

— 2

.72

#Sin

gle

/ 60

0 /

4 —

2.8

1#S

ingl

e /

600

/ 4

— 2

.89

3.0

01

.95

#Sin

gle

/ 60

0 /

4 —

2.7

#Sin

gle

/ 60

0 /

4 —

2.7

9#S

ingl

e /

600

/ 4

— 2

.88

#Sin

gle

/ 60

0 /

4 —

2.9

7#S

ingl

e /

600

/ 4

— 3

.06

#Sin

gle

/ 60

0 /

4 —

3.1

5

3.2

52

.11

#Sin

gle

/ 60

0 /

4 —

2.9

3#S

ingl

e /

600

/ 4

— 3

.02

#Sin

gle

/ 60

0 /

4 —

3.1

2#S

ingl

e /

600

/ 4

— 3

.22

#Sin

gle

/ 60

0 /

5 —

3.3

2#S

ingl

e /

450

/ 4

— 2

.56

3.5

02

.28

#Sin

gle

/ 60

0 /

4 —

3.1

5#S

ingl

e /

600

/ 4

— 3

.26

#Sin

gle

/ 60

0 /

5 —

3.3

6#S

ingl

e /

600

/ 5

— 3

.47

#Sin

gle

/ 45

0 /

4 —

2.6

8#S

ingl

e /

450

/ 4

— 2

.76

3.7

52

.44

#Sin

gle

/ 60

0 /

5 —

3.3

8#S

ingl

e /

600

/ 5

— 3

.49

#Sin

gle

/ 60

0 /

5 —

3.6

#Sin

gle

/ 45

0 /

4 —

2.7

8#S

ingl

e /

450

/ 4

— 2

.87

#Sin

gle

/ 45

0 /

4 —

2.9

5

4.0

02

.60

#Sin

gle

/ 60

0 /

5 —

3.6

#Sin

gle

/ 60

0 /

5 —

3.7

2#S

ingl

e /

600

/ 5

— 3

.84

#Sin

gle

/ 45

0 /

4 —

2.9

7#S

ingl

e /

450

/ 4

— 3

.06

#Sin

gle

/ 45

0 /

4 —

3.1

5

4.2

52

.76

#Sin

gle

/ 60

0 /

5 —

3.8

3#S

ingl

e /

600

/ 5

— 3

.95

#Sin

gle

/ 45

0 /

4 —

3.0

6#S

ingl

e /

450

/ 4

— 3

.16

#Sin

gle

/ 45

0 /

4 —

3.2

5#S

ingl

e /

300

/ 4

— 2

.23

4.5

02

.93

#Sin

gle

/ 60

0 /

5 —

4.0

5#S

ingl

e /

450

/ 4

— 3

.14

#Sin

gle

/ 45

0 /

4 —

3.2

4#S

ingl

e /

450

/ 4

— 3

.34

#Sin

gle

/ 45

0 /

4 —

3.4

4#S

ingl

e /

300

/ 4

— 2

.36

4.7

53

.09

#Sin

gle

/ 60

0 /

5 —

4.2

8#S

ingl

e /

450

/ 4

— 3

.31

#Sin

gle

/ 45

0 /

4 —

3.4

2#S

ingl

e /

450

/ 4

— 3

.53

#Sin

gle

/ 30

0 /

4 —

2.4

2#S

ingl

e /

300

/ 4

— 2

.49

5.0

03

.25

#Sin

gle

/ 45

0 /

4 —

3.3

8#S

ingl

e /

450

/ 4

— 3

.49

#Sin

gle

/ 45

0 /

4 —

3.6

#Sin

gle

/ 30

0 /

4 —

2.4

8#S

ingl

e /

300

/ 4

— 2

.55

#Sin

gle

/ 30

0 /

4 —

2.6

3

FRA

MIN

G T

ABLE

FO

R R

EGIO

N A

Wall

Stud:

150m

m x

1.1

5mm

BM

T A

ccuS

tud.

To

p T

rack

: 150

mm

x 1

.15m

m B

MT

Acc

uTra

ck S

lotte

d D

efl e

ctio

n H

ead,

fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des

thro

ugh

defl e

ctio

n slo

ts.

Bott

om

Tra

ck: 1

50m

m x

1.1

5mm

BM

T A

ccuT

rack

, fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des.

Anch

ors

for

Track

s: A

ncho

rs w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble

at m

axim

um s

paci

ng a

s th

at o

f stu

d an

d m

axim

um 1

00m

m fr

om tr

ack

ends

. N

oggin

g T

rack

: 15

0mm

x 0

.7m

m B

MT

Acc

uTra

ck N

oggi

ng, o

ne ro

w a

t mid

-hei

ght o

f wal

l, fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des.

Top H

at:

Kna

uf T

op H

at 3

5507

5 or

TO

PSPA

N T

S617

5.

Top H

at

to S

tud S

crew

s: 2

x 1

6mm

- 10

g H

ex h

ead

tek

scre

ws

per t

op h

at p

er s

tud.

Com

ple

o P

anel

to T

op H

at

Scre

ws:

3 x

100

mm

- 14

g Bu

gle

head

scr

ews

per t

op h

at p

er p

anel

.

^ Se

rvic

eabi

lity

win

d pr

essu

re is

0.6

5 tim

es th

e ul

timat

e w

ind

pres

sure

, bas

ed o

n V 20

and

V10

00 p

er A

S/N

ZS 1

170.

2-20

11, a

nd m

axim

um d

efle

ctio

n un

der s

ervi

ceab

ility

lim

it sta

te is

Spa

n/ 3

60.

# A

dditi

onal

L b

rack

ets

requ

ired

on e

ach

stud

at b

oth

top

and

botto

m, f

ixed

to s

tud

with

2 x

10g

flat

hea

d sc

rew

s an

d fix

ed to

sof

fit a

nd s

lab

usin

g an

chor

s w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble.

32 oneaac.com.au

Framing Tables

Ultim

ate

Win

dPre

ssure

(k

Pa)

Serv

icea

bili

ty W

ind

Pre

ssure

(k

Pa)^

Single

or

Box

ed S

tud/

Max

imum

Stu

d S

paci

ng(m

m)

/ N

um

ber

of

Top H

ats

per

Panel

—

Min

imum

Shea

r Capaci

ty (

V*)

of

Wall

Track

Anch

ors

(k

N)

Stud W

all

Hei

ght

(m)

2.5

2.6

2.7

2.8

2.9

3.0

0.5

00

.20

Sing

le /

600

/ 4

— 0

.45

Sing

le /

600

/ 4

— 0

.47

Sing

le /

600

/ 4

— 0

.48

Sing

le /

600

/ 4

— 0

.5Si

ngle

/ 6

00 /

4 —

0.5

1Si

ngle

/ 6

00 /

4 —

0.5

3

0.7

50

.30

Sing

le /

600

/ 4

— 0

.68

Sing

le /

600

/ 4

— 0

.7Si

ngle

/ 6

00 /

4 —

0.7

2Si

ngle

/ 6

00 /

4 —

0.7

4Si

ngle

/ 6

00 /

4 —

0.7

7Si

ngle

/ 6

00 /

4 —

0.7

9

1.0

00

.40

Sing

le /

600

/ 4

— 0

.9Si

ngle

/ 6

00 /

4 —

0.9

3Si

ngle

/ 6

00 /

4 —

0.9

6Si

ngle

/ 6

00 /

4 —

0.9

9Si

ngle

/ 6

00 /

4 —

1.0

2Si

ngle

/ 6

00 /

4 —

1.0

5

1.2

50

.50

Sing

le /

600

/ 4

— 1

.13

Sing

le /

600

/ 4

— 1

.16

Sing

le /

600

/ 4

— 1

.2Si

ngle

/ 6

00 /

4 —

1.2

4Si

ngle

/ 6

00 /

4 —

1.2

8Si

ngle

/ 6

00 /

4 —

1.3

1

1.5

00

.60

Sing

le /

600

/ 4

— 1

.35

Sing

le /

600

/ 4

— 1

.4Si

ngle

/ 6

00 /

4 —

1.4

4Si

ngle

/ 6

00 /

4 —

1.4

9Si

ngle

/ 6

00 /

4 —

1.5

3Si

ngle

/ 6

00 /

4 —

1.5

8

1.7

50

.70

Sing

le /

600

/ 4

— 1

.58

Sing

le /

600

/ 4

— 1

.63

Sing

le /

600

/ 4

— 1

.68

Sing

le /

600

/ 4

— 1

.73

Sing

le /

600

/ 4

— 1

.79

Sing

le /

450

/ 4

— 1

.38

2.0

00

.80

Sing

le /

600

/ 4

— 1

.8Si

ngle

/ 6

00 /

4 —

1.8

6Si

ngle

/ 6

00 /

4 —

1.9

2Si

ngle

/ 4

50 /

4 —

1.4

9Si

ngle

/ 4

50 /

4 —

1.5

3Si

ngle

/ 4

50 /

4 —

1.5

8

2.2

50

.90

#Sin

gle

/ 60

0 /

4 —

2.0

3#S

ingl

e /

600

/ 4

— 2

.09

Sing

le /

450

/ 4

— 1

.62

Sing

le /

450

/ 4

— 1

.67

Sing

le /

450

/ 4

— 1

.72

Sing

le /

300

/ 4

— 1

.18

2.5

01

.00

#Sin

gle

/ 60

0 /

4 —

2.2

5Si

ngle

/ 4

50 /

4 —

1.7

4Si

ngle

/ 4

50 /

4 —

1.8

Sing

le /

450

/ 4

— 1

.86

Sing

le /

300

/ 4

— 1

.28

Sing

le /

300

/ 4

— 1

.31

2.7

51

.10

Sing

le /

450

/ 4

— 1

.86

Sing

le /

450

/ 4

— 1

.92

Sing

le /

450

/ 4

— 1

.98

Sing

le /

300

/ 4

— 1

.36

Sing

le /

300

/ 4

— 1

.4Si

ngle

/ 3

00 /

4 —

1.4

4

3.0

01

.20

#Sin

gle

/ 45

0 /

4 —

2.0

3#S

ingl

e /

450

/ 4

— 2

.09

Sing

le /

300

/ 4

— 1

.44

Sing

le /

300

/ 4

— 1

.49

Sing

le /

300

/ 4

— 1

.53

Sing

le /

300

/ 4

— 1

.58

3.2

51

.30

#Sin

gle

/ 45

0 /

4 —

2.1

9#S

ingl

e /

450

/ 4

— 2

.27

Sing

le /

300

/ 4

— 1

.56

Sing

le /

300

/ 4

— 1

.61

Sing

le /

300

/ 4

— 1

.66

#Box

ed /

450

/ 4

— 2

.56

3.5

01

.40

#Sin

gle

/ 45

0 /

4 —

2.3

6Si

ngle

/ 3

00 /

4 —

1.6

3Si

ngle

/ 3

00 /

4 —

1.6

8Si

ngle

/ 3

00 /

4 —

1.7

3Si

ngle

/ 3

00 /

4 —

1.7

9#B

oxed

/ 4

50 /

4 —

2.7

6

3.7

51

.50

Sing

le /

300

/ 4

— 1

.69

Sing

le /

300

/ 4

— 1

.74

Sing

le /

300

/ 4

— 1

.8Si

ngle

/ 3

00 /

4 —

1.8

6#B

oxed

/ 4

50 /

4 —

2.8

7#B

oxed

/ 4

50 /

4 —

2.9

5

4.0

01

.60

Sing

le /

300

/ 4

— 1

.8Si

ngle

/ 3

00 /

4 —

1.8

6Si

ngle

/ 3

00 /

4 —

1.9

2#B

oxed

/ 4

50 /

4 —

2.9

7#B

oxed

/ 4

50 /

4 —

3.0

6#B

oxed

/ 4

50 /

4 —

3.1

5

4.2

51

.70

Sing

le /

300

/ 4

— 1

.91

Sing

le /

300

/ 4

— 1

.98

#Sin

gle

/ 30

0 /

4 —

2.0

4#B

oxed

/ 4

50 /

4 —

3.1

6#B

oxed

/ 4

50 /

4 —

3.2

5#B

oxed

/ 4

50 /

4 —

3.3

5

4.5

01

.80

#Sin

gle

/ 30

0 /

4 —

2.0

3#S

ingl

e /

300

/ 4

— 2

.09

#Box

ed /

450

/ 4

— 3

.24

#Box

ed /

450

/ 4

— 3

.34

#Box

ed /

450

/ 4

— 3

.44

#Box

ed /

300

/ 4

— 2

.36

4.7

51

.90

#Sin

gle

/ 30

0 /

4 —

2.1

4#S

ingl

e /

300

/ 4

— 2

.21

#Box

ed /

450

/ 4

— 3

.42

#Box

ed /

450

/ 4

— 3

.53

#Box

ed /

450

/ 4

— 3

.63

#Box

ed /

300

/ 4

— 2

.49

5.0

02

.00

#Sin

gle

/ 30

0 /

4 —

2.2

5#B

oxed

/ 4

50 /

4 —

3.4

9#B

oxed

/ 4

50 /

4 —

3.6

#Box

ed /

450

/ 4

— 3

.71

#Box

ed /

300

/ 4

— 2

.55

#Box

ed /

300

/ 4

— 2

.63

5.2

52

.10

#Sin

gle

/ 30

0 /

4 —

2.3

6#B

oxed

/ 4

50 /

4 —

3.6

6#B

oxed

/ 4

50 /

4 —

3.7

8#B

oxed

/ 4

50 /

4 —

3.9

#Box

ed /

300

/ 4

— 2

.68

#Box

ed /

300

/ 4

— 2

.76

5.5

02

.20

#Box

ed /

450

/ 4

— 3

.71

#Box

ed /

450

/ 4

— 3

.84

#Box

ed /

450

/ 4

— 3

.96

#Box

ed /

300

/ 4

— 2

.72

#Box

ed /

300

/ 5

— 2

.81

#Box

ed /

300

/ 5

— 2

.89

5.7

52

.30

#Box

ed /

450

/ 4

— 3

.88

#Box

ed /

450

/ 4

— 4

.01

#Box

ed /

450

/ 5

— 4

.14

#Box

ed /

300

/ 5

— 2

.85

#Box

ed /

300

/ 5

— 2

.93

#Box

ed /

300

/ 5

— 3

.02

6.0

02

.40

#Box

ed /

450

/ 4

— 4

.05

#Box

ed /

450

/ 5

— 4

.19

#Box

ed /

300

/ 5

— 2

.88

#Box

ed /

300

/ 5

— 2

.97

#Box

ed /

300

/ 5

— 3

.06

#Box

ed /

300

/ 5

— 3

.15

6.2

52

.50

#Box

ed /

450

/ 5

— 4

.22

#Box

ed /

450

/ 5

— 4

.36

#Box

ed /

300

/ 5

— 3

#Box

ed /

300

/ 5

— 3

.09

#Box

ed /

300

/ 5

— 3

.19

#Box

ed /

300

/ 5

— 3

.28

6.5

02

.60

#Box

ed /

450

/ 5

— 4

.39

#Box

ed /

450

/ 5

— 4

.53

#Box

ed /

300

/ 5

— 3

.12

#Box

ed /

300

/ 5

— 3

.22

#Box

ed /

300

/ 5

— 3

.32

—

6.7

52

.70

#Box

ed /

450

/ 5

— 4

.56

#Box

ed /

300

/ 5

— 3

.14

#Box

ed /

300

/ 5

— 3

.24

#Box

ed /

300

/ 5

— 3

.34

#Box

ed /

300

/ 5

— 3

.44

—

7.0

02

.80

#Box

ed /

450

/ 5

— 4

.73

#Box

ed /

300

/ 5

— 3

.26

#Box

ed /

300

/ 5

— 3

.36

#Box

ed /

300

/ 5

— 3

.47

#Box

ed /

300

/ 5

— 3

.57

—

FRA

MIN

G T

ABLE

FO

R R

EGIO

N B

Wall

Stud:

92m

m x

1.1

5mm

BM

T A

ccuS

tud.

Top T

rack

: 92m

m x

1.1

5mm

BM

T A

ccuT

rack

Slo

tted

Defl

ect

ion

Hea

d, fi

x to

eac

h stu

d w

ith 1

0g fl

at h

ead

scre

ws

on

both

sid

es th

roug

h de

fl ect

ion

slots.

Bott

om

Tra

ck: 9

2mm

x 1

.15m

m B

MT

Acc

uTra

ck, fi

x to

eac

h stu

d w

ith 1

0g fl

at h

ead

scre

ws

on b

oth

side

s.A

nch

ors

for

Track

s: A

ncho

rs w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble

at m

axim

um s

paci

ng a

s th

at o

f stu

d an

d m

axim

um 1

00m

m fr

om tr

ack

ends

. N

oggin

g T

rack

: 92

mm

x 0

.7m

m B

MT

Acc

uTra

ck N

oggi

ng, o

ne ro

w a

t mid

-hei

ght o

f wal

l, fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des.

Top H

at:

Kna

uf T

op H

at 3

5507

5 or

TO

PSPA

N T

S617

5. T

op H

at

to S

tud S

crew

s: 2

x 1

6mm

- 10

g H

ex h

ead

tek

scre

ws

per t

op h

at p

er s

tud.

Com

ple

o P

anel

to T

op H

at

Scre

ws:

3 x

100

mm

- 14

g Bu

gle

head

scr

ews

per t

op h

at p

er p

anel

.

^ Se

rvic

eabi

lity

win

d pr

essu

re is

0.4

0 tim

es th

e ul

timat

e w

ind

pres

sure

, bas

ed o

n V 20

and

V10

00 p

er A

S/N

ZS 1

170.

2-20

11, a

nd m

axim

um d

efle

ctio

n un

der s

ervi

ceab

ility

lim

it sta

te is

Spa

n/ 3

60.

# A

dditi

onal

L b

rack

ets

requ

ired

on e

ach

stud

at b

oth

top

and

botto

m, f

ixed

to s

tud

with

2 x

10g

flat

hea

d sc

rew

s an

d fix

ed to

sof

fit a

nd s

lab

usin

g an

chor

s w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble.

oneaac.com.au 33

Framing Tables

Ultim

ate

Win

dPre

ssure

(k

Pa)

Serv

icea

bili

ty W

ind

Pre

ssure

(k

Pa)^

Single

or

Box

ed S

tud/

Max

imum

Stu

d S

paci

ng(m

m)

/ N

um

ber

of

Top H

ats

per

Panel

—

Min

imum

Shea

r Capaci

ty (

V*)

of

Wall

Track

Anch

ors

(k

N)

Stud W

all

Hei

ght

(m)

2.5

2.6

2.7

2.8

2.9

3.0

0.5

00

.20

Sing

le /

600

/ 4

— 0

.45

Sing

le /

600

/ 4

— 0

.47

Sing

le /

600

/ 4

— 0

.48

Sing

le /

600

/ 4

— 0

.5Si

ngle

/ 6

00 /

4 —

0.5

1Si

ngle

/ 6

00 /

4 —

0.5

3

0.7

50

.30

Sing

le /

600

/ 4

— 0

.68

Sing

le /

600

/ 4

— 0

.7Si

ngle

/ 6

00 /

4 —

0.7

2Si

ngle

/ 6

00 /

4 —

0.7

4Si

ngle

/ 6

00 /

4 —

0.7

7Si

ngle

/ 6

00 /

4 —

0.7

9

1.0

00

.40

Sing

le /

600

/ 4

— 0

.9Si

ngle

/ 6

00 /

4 —

0.9

3Si

ngle

/ 6

00 /

4 —

0.9

6Si

ngle

/ 6

00 /

4 —

0.9

9Si

ngle

/ 6

00 /

4 —

1.0

2Si

ngle

/ 6

00 /

4 —

1.0

5

1.2

50

.50

Sing

le /

600

/ 4

— 1

.13

Sing

le /

600

/ 4

— 1

.16

Sing

le /

600

/ 4

— 1

.2Si

ngle

/ 6

00 /

4 —

1.2

4Si

ngle

/ 6

00 /

4 —

1.2

8Si

ngle

/ 6

00 /

4 —

1.3

1

1.5

00

.60

Sing

le /

600

/ 4

— 1

.35

Sing

le /

600

/ 4

— 1

.4Si

ngle

/ 6

00 /

4 —

1.4

4Si

ngle

/ 6

00 /

4 —

1.4

9Si

ngle

/ 6

00 /

4 —

1.5

3Si

ngle

/ 6

00 /

4 —

1.5

8

1.7

50

.70

Sing

le /

600

/ 4

— 1

.58

Sing

le /

600

/ 4

— 1

.63

Sing

le /

600

/ 4

— 1

.68

Sing

le /

600

/ 4

— 1

.73

Sing

le /

600

/ 4

— 1

.79

Sing

le /

600

/ 4

— 1

.84

2.0

00

.80

Sing

le /

600

/ 4

— 1

.8Si

ngle

/ 6

00 /

4 —

1.8

6Si

ngle

/ 6

00 /

4 —

1.9

2Si

ngle

/ 6

00 /

4 —

1.9

8#S

ingl

e /

600

/ 4

— 2

.04

#Sin

gle

/ 60

0 /

4 —

2.1

2.2

50

.90

#Sin

gle

/ 60

0 /

4 —

2.0

3#S

ingl

e /

600

/ 4

— 2

.09

#Sin

gle

/ 60

0 /

4 —

2.1

6#S

ingl

e /

600

/ 4

— 2

.23

#Sin

gle

/ 60

0 /

4 —

2.3

#Sin

gle

/ 60

0 /

4 —

2.3

6

2.5

01

.00

#Sin

gle

/ 60

0 /

4 —

2.2

5#S

ingl

e /

600

/ 4

— 2

.33

#Sin

gle

/ 60

0 /

4 —

2.4

#Sin

gle

/ 60

0 /

4 —

2.4

8#S

ingl

e /

600

/ 4

— 2

.55

#Sin

gle

/ 60

0 /

4 —

2.6

3

2.7

51

.10

#Sin

gle

/ 60

0 /

4 —

2.4

8#S

ingl

e /

600

/ 4

— 2

.56

#Sin

gle

/ 60

0 /

4 —

2.6

4#S

ingl

e /

600

/ 4

— 2

.72

#Sin

gle

/ 60

0 /

4 —

2.8

1#S

ingl

e /

600

/ 4

— 2

.89

3.0

01

.20

#Sin

gle

/ 60

0 /

4 —

2.7

#Sin

gle

/ 60

0 /

4 —

2.7

9#S

ingl

e /

600

/ 4

— 2

.88

#Sin

gle

/ 60

0 /

4 —

2.9

7#S

ingl

e /

600

/ 4

— 3

.06

#Sin

gle

/ 60

0 /

4 —

3.1

5

3.2

51

.30

#Sin

gle

/ 60

0 /

4 —

2.9

3#S

ingl

e /

600

/ 4

— 3

.02

#Sin

gle

/ 60

0 /

4 —

3.1

2#S

ingl

e /

600

/ 4

— 3

.22

#Sin

gle

/ 60

0 /

5 —

3.3

2#S

ingl

e /

450

/ 4

— 2

.56

3.5

01

.40

#Sin

gle

/ 60

0 /

4 —

3.1

5#S

ingl

e /

600

/ 4

— 3

.26

#Sin

gle

/ 60

0 /

5 —

3.3

6#S

ingl

e /

600

/ 5

— 3

.47

#Sin

gle

/ 45

0 /

4 —

2.6

8#S

ingl

e /

450

/ 4

— 2

.76

3.7

51

.50

#Sin

gle

/ 60

0 /

5 —

3.3

8#S

ingl

e /

600

/ 5

— 3

.49

#Sin

gle

/ 60

0 /

5 —

3.6

#Sin

gle

/ 45

0 /

4 —

2.7

8#S

ingl

e /

450

/ 4

— 2

.87

#Sin

gle

/ 45

0 /

4 —

2.9

5

4.0

01

.60

#Sin

gle

/ 60

0 /

5 —

3.6

#Sin

gle

/ 60

0 /

5 —

3.7

2#S

ingl

e /

600

/ 5

— 3

.84

#Sin

gle

/ 45

0 /

4 —

2.9

7#S

ingl

e /

450

/ 4

— 3

.06

#Sin

gle

/ 45

0 /

4 —

3.1

5

4.2

51

.70

#Sin

gle

/ 60

0 /

5 —

3.8

3#S

ingl

e /

600

/ 5

— 3

.95

#Sin

gle

/ 45

0 /

4 —

3.0

6#S

ingl

e /

450

/ 4

— 3

.16

#Sin

gle

/ 45

0 /

4 —

3.2

5#S

ingl

e /

300

/ 4

— 2

.23

4.5

01

.80

#Sin

gle

/ 60

0 /

5 —

4.0

5#S

ingl

e /

450

/ 4

— 3

.14

#Sin

gle

/ 45

0 /

4 —

3.2

4#S

ingl

e /

450

/ 4

— 3

.34

#Sin

gle

/ 45

0 /

4 —

3.4

4#S

ingl

e /

300

/ 4

— 2

.36

4.7

51

.90

#Sin

gle

/ 60

0 /

5 —

4.2

8#S

ingl

e /

450

/ 4

— 3

.31

#Sin

gle

/ 45

0 /

4 —

3.4

2#S

ingl

e /

450

/ 4

— 3

.53

#Sin

gle

/ 30

0 /

4 —

2.4

2#S

ingl

e /

300

/ 4

— 2

.49

5.0

02

.00

#Sin

gle

/ 45

0 /

4 —

3.3

8#S

ingl

e /

450

/ 4

— 3

.49

#Sin

gle

/ 45

0 /

4 —

3.6

#Sin

gle

/ 30

0 /

4 —

2.4

8#S

ingl

e /

300

/ 4

— 2

.55

#Sin

gle

/ 30

0 /

4 —

2.6

3

5.2

52

.10

#Sin

gle

/ 45

0 /

4 —

3.5

4#S

ingl

e /

450

/ 4

— 3

.66

#Sin

gle

/ 45

0 /

4 —

3.7

8#S

ingl

e /

300

/ 4

— 2

.6#S

ingl

e /

300

/ 4

— 2

.68

#Sin

gle

/ 30

0 /

4 —

2.7

6

5.5

02

.20

#Sin

gle

/ 45

0 /

4 —

3.7

1#S

ingl

e /

450

/ 4

— 3

.84

#Sin

gle

/ 30

0 /

4 —

2.6

4#S

ingl

e /

300

/ 4

— 2

.72

#Sin

gle

/ 30

0 /

5 —

2.8

1#S

ingl

e /

300

/ 5

— 2

.89

5.7

52

.30

#Sin

gle

/ 45

0 /

4 —

3.8

8#S

ingl

e /

450

/ 4

— 4

.01

#Sin

gle

/ 30

0 /

4 —

2.7

6#S

ingl

e /

300

/ 5

— 2

.85

#Sin

gle

/ 30

0 /

5 —

2.9

3#S

ingl

e /

300

/ 5

— 3

.02

6.0

02

.40

#Sin

gle

/ 45

0 /

4 —

4.0

5#S

ingl

e /

300

/ 4

— 2

.79

#Sin

gle

/ 30

0 /

5 —

2.8

8#S

ingl

e /

300

/ 5

— 2

.97

#Sin

gle

/ 30

0 /

5 —

3.0

6#S

ingl

e /

300

/ 5

— 3

.15

6.2

52

.50

#Sin

gle

/ 45

0 /

5 —

4.2

2#S

ingl

e /

300

/ 5

— 2

.91

#Sin

gle

/ 30

0 /

5 —

3#S

ingl

e /

300

/ 5

— 3

.09

#Sin

gle

/ 30

0 /

5 —

3.1

9—

6.5

02

.60

#Sin

gle

/ 30

0 /

5 —

2.9

3#S

ingl

e /

300

/ 5

— 3

.02

#Sin

gle

/ 30

0 /

5 —

3.1

2#S

ingl

e /

300

/ 5

— 3

.22

#Sin

gle

/ 30

0 /

5 —

3.3

2—

6.7

52

.70

#Sin

gle

/ 30

0 /

5 —

3.0

4#S

ingl

e /

300

/ 5

— 3

.14

#Sin

gle

/ 30

0 /

5 —

3.2

4#S

ingl

e /

300

/ 5

— 3

.34

#Sin

gle

/ 30

0 /

5 —

3.4

4—

7.0

02

.80

#Sin

gle

/ 30

0 /

5 —

3.1

5#S

ingl

e /

300

/ 5

— 3

.26

#Sin

gle

/ 30

0 /

5 —

3.3

6#S

ingl

e /

300

/ 5

— 3

.47

——

FRA

MIN

G T

ABLE

FO

R R

EGIO

N B

Wall

Stud:

150m

m x

1.1

5mm

BM

T A

ccuS

tud.

Top T

rack

: 150

mm

x 1

.15m

m B

MT

Acc

uTra

ck S

lotte

d D

efl e

ctio

n H

ead,

fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des

thro

ugh

defl e

ctio

n slo

ts. B

ott

om

Tra

ck: 1

50m

m x

1.1

5mm

BM

T A

ccuT

rack

, fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des.

Anch

ors

for

Track

s: A

ncho

rs w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble

at m

axim

um s

paci

ng a

s th

at o

f stu

d an

d m

axim

um 1

00m

m fr

om tr

ack

ends

. N

oggin

g T

rack

: 15

0mm

x 0

.7m

m B

MT

Acc

uTra

ck N

oggi

ng, o

ne ro

w a

t mid

-hei

ght o

f wal

l, fi x

to e

ach

stud

with

10g

fl at

hea

d sc

rew

s on

bot

h si

des.

Top H

at:

Kna

uf T

op H

at 3

5507

5 or

TO

PSPA

N T

S617

5. T

op H

at

to S

tud S

crew

s: 2

x 1

6mm

- 10

g H

ex h

ead

tek

scre

ws

per t

op h

at p

er s

tud.

Com

ple

o P

anel

to T

op H

at

Scre

ws:

3 x

100

mm

- 14

g Bu

gle

head

scr

ews

per t

op h

at p

er p

anel

.

^ Se

rvic

eabi

lity

win

d pr

essu

re is

0.4

0 tim

es th

e ul

timat

e w

ind

pres

sure

, bas

ed o

n V 20

and

V10

00 p

er A

S/N

ZS 1

170.

2-20

11, a

nd m

axim

um d

efle

ctio

n un

der s

ervi

ceab

ility

lim

it sta

te is

Spa

n/ 3

60.

# A

dditi

onal

L b

rack

ets

requ

ired

on e

ach

stud

at b

oth

top

and

botto

m, f

ixed

to s

tud

with

2 x

10g

flat

hea

d sc

rew

s an

d fix

ed to

sof

fit a

nd s

lab

usin

g an

chor

s w

ith m

inim

um s

hear

cap

acity

(V*)

as

in ta

ble.

One AAC Building Solutions Pty Ltd ABN 36 602 372 627Unit 1/1-2 Bushells PlaceWetherill Park NSW 2164

Phone 1300 010 222 oneaac.com.au

ONE AAC COMMERCIAL

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