Ceilings Under a Floor and Under a Roof · 224 Technical Advice 1300 724 505 knaufmetal.com.au CEILINGS UNDER A FLOOR AND UNDER A ROOF Systems Ceilings Under Floors 3.4.1 KF10-KF19

Ceilings Under a Floor and Under a RoofThis section contains a wide range of ceiling solutions that can meet aesthetic, sound insulation and fire protection requirements. These ceiling solutions are for applications under a floor and under a roof. They are either directly fixed to joists or are installed to a concealed suspended steel frame.

Most fire rated ceilings as per National Construction Code (NCC) requirements are rated from below only. [For ceilings fire rated from above, or fire rated from above and below refer to Sections 3.5.1 and 3.5.2] Exterior ceiling applications have additional requirements [Refer to Section 2.2 External ceilings]. This section includes systems, installation instructions and construction details for general and fire rated ceilings.

SYSTEMS 224

CEILINGS UNDER FLOORS 224

CEILINGS UNDER CONCRETE SLAB 229

CEILINGS UNDER SHEET METAL ROOF 232

CEILINGS UNDER TILED ROOF 236

INSTALLATION 238

GENERAL REQUIREMENTS 238

FRAMING 239

PLASTERBOARD LAYOUT 260

PLASTERBOARD FIXING 260

CONSTRUCTION DETAILS 266

223

Technical Advice 1300 724 505 knaufmetal.com.au224

CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under FloorsSystems

3.4.1

KF10-KF19FLOORING: 19mm min particleboard flooring or timber flooring with

either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists[Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]

System Plasterboard Ceiling Lining Airborne Sound Insulation Rw (Rw + Ctr)

Impact Sound Insulation Ln,w

No Insulation50mm

EarthWool 11 kg/m³

60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare

Acoustic Report Day Design 3094-26

1 TL458Ta 2 TL458Tb 3 TL458Tc 4 TL458id 5 TL458ic

KF10 1 layer of 10mm MastaShield or SpanShield 44 (37) 46 (40) 45 (39) 39 78KF11 2 layers of 10mm MastaShield or SpanShield 47 (41) 48 (43) 47 (42) 38 76KF14 1 layer of 13mm MastaShield 44 (38) 46 (41) 45 (39) 38 77KF16 1 layer of 10mm OPAL 44 (38)1 46 (41)2 45 (40)3 384 775

KF17 2 layers of 10mm OPAL 48 (42) 49 (44) 48 (43) 37 75KF18 1 layer of 13mm SoundShield 45 (40) 46 (41) 45 (40) 38 76KF19 2 layers of 13mm SoundShield 49 (44) 49 (45) 48 (44) 37 73


either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists with A-clips and furring channel[Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]



No Insulation50mm

EarthWool 11 kg/m³

60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare


1 TL458Te 2 TL458ie

KF20 1 layer of 10mm MastaShield or SpanShield 47 (41) 53 (46) 52 (45) 39 71KF21 2 layers of 10mm MastaShield or SpanShield 50 (44) 55 (49) 54 (48) 38 68KF24 1 layer of 13mm MastaShield 48 (42) 53 (46) 52 (45) 38 69KF26 1 layer of 10mm OPAL 48 (42) 53 (46) 52 (45)1 382 69KF27 2 layers of 10mm OPAL 51 (46) 56 (49) 55 (48) 37 67KF28 1 layer of 13mm SoundShield 49 (43) 53 (47) 52 (46) 38 68KF29 2 layers of 13mm SoundShield 52 (47) 56 (50) 55 (49) 37 65


either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists with resilient mounts and furring channel[Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]


Impact Sound Insulation Ln,w)

No Insulation50mm

EarthWool 11 kg/m³

60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare


1 TL458Tf 2 TL458Th 3 TL458ih

KF30 1 layer of 10mm MastaShield or SpanShield 45 (40) 50 (42) 50 (42) 28 68KF31 2 layers of 10mm MastaShield or SpanShield 49 (44) 54 (48) 54 (47) 27 66KF34 1 layer of 13mm MastaShield 46 (41) 51 (44) 51 (44) 27 67KF36 1 layer of 10mm OPAL 46 (41) 51 (44) 51 (44) 27 67KF37 2 layers of 10mm OPAL 51 (45)1 56 (50) 55 (49)2 26 643

KF38 1 layer of 13mm SoundShield 48 (43) 53 (47) 52 (47) 27 66KF39 2 layers of 13mm SoundShield 53 (48) 57 (52) 57 (52) 26 63

Technical Advice 1300 724 505 knaufplasterboard.com.au 225

CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Floors Systems

3.4.1

KF50-KF59FLOORING: 19mm min particleboard flooring or timber flooring with either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists with suspended ceiling frame with resilient mounts

and furring channel[Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]



No Insulation50mm

EarthWool 11 kg/m³

60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare


1 TL458Tl 2 TL458i l

KF50 1 layer of 10mm MastaShield or SpanShield 46 (38) 54 (48) 53 (47) 28 67KF51 2 layers of 10mm MastaShield or SpanShield 50 (42) 58 (53) 58 (52) 27 65KF54 1 layer of 13mm MastaShield 47 (40) 55 (49) 54 (49) 27 66KF56 1 layer of 10mm OPAL 47 (40) 55 (49) 54 (49)1 27 662

KF57 2 layers of 10mm OPAL 52 (44) 59 (54) 59 (54) 26 63KF58 1 layer of 13mm SoundShield 50 (42) 56 (52) 56 (51) 27 65KF59 2 layers of 13mm SoundShield 55 (47) 60 (57) 60 (56) 26 62

KF40-KF49FLOORING: 19mm min particleboard flooring or timber flooring with either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists with suspended ceiling frame and furring channel[Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]



No Insulation50mm

EarthWool 11 kg/m³

60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare


1 TL458Tk 2 TL458ik

KF40 1 layer of 10mm MastaShield or SpanShield 45 (37) 52 (45) 51 (45) 28 67KF41 2 layers of 10mm MastaShield or SpanShield 50 (41) 55 (51) 55 (51) 27 65KF44 1 layer of 13mm MastaShield 47 (38) 52 (47) 52 (47) 27 66KF46 1 layer of 10mm OPAL 47 (38) 52 (47) 52 (47) 27 66KF47 2 layers of 10mm OPAL 51 (43) 56 (51) 56 (51)1 26 632

KF48 1 layer of 13mm SoundShield 48 (40) 53 (49) 53 (48) 27 65KF49 2 layers of 13mm SoundShield 53 (45) 57 (53) 57 (53) 26 62



3.4.1

KF220-KF228FLOORING: 19mm min particleboard flooring or timber flooring with either carpet,

tiles or left bareFRAME: 140mm min deep timber or steel joists with A-clips and furring channel[Use TruRock in place of FireShield for external fire rated ceilings] [Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]

System FRLRated from below only

RISF Plasterboard Ceiling Lining Max Framing Centres (mm)

Airborne Sound Insulation Rw (Rw + Ctr)


Fire Report FAR 2879

No Insulation

50mm EarthWool 11 kg/m³

60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare

Acoustic Report

Day Design 3094-263094-50

KF220 30/30/30 – 1 layer of 13mm FireShield 600 47 (42) 51 (45) 51 (44) 38 69

KF221 60/60/60 30 2 layers of 13mm FireShield 450 52 (46) 57 (50) 56 (49) 37 66


KF223 60/60/60 60 1 layer of 13mm FireShield (applied first) plus 1 layer of 16mm FireShield 600 53 (47) 56 (51) 56 (50) 37 66




KF227 120/120/120 60 1 layer of 13mm FireShield (applied first) plus 2 layers of 16mm FireShield 450 56 (50) 59 (54) 59 (53) 36 64



tiles or left bareFRAME: 140mm min deep timber or steel joists[Use TruRock in place of FireShield for external fire rated ceilings] [Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]

System FRLRated from below only





No Insulation


60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare

Acoustic Report

Day Design 3094-263094-50











CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Floors Systems

3.4.1

KF240-KF248FLOORING: 19mm min particleboard flooring or timber flooring with either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists, with suspended ceiling frame

and furring channel[Use TruRock in place of FireShield for external fire rated ceilings] [Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]

System FRL Rated from below only





No Insulation


60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare

Acoustic Report

Day Design 3094-263094-50











tiles or left bareFRAME: 140mm min deep timber or steel joists, with resilient mounts and

furring channel[Use TruRock in place of FireShield for external fire rated ceilings] [Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]






No Insulation


60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare

Acoustic Report

Day Design 3094-263094-50

1 TL458Tj 2 TL458i j




KF233 60/60/60 60 1 layer of 13mm FireShield (applied first) plus 1 layer of 16mm FireShield 600 53 (48) 56 (51) 56 (50)1 26 622








3.4.1


either carpet, tiles or left bareFRAME: 140mm min deep timber or steel joists, with suspended ceiling

frame with resilient mounts and furring channel[Use TruRock in place of FireShield for external fire rated ceilings] [Carpet requires an underlay and tiles require a fibre cement underlay] [Impact acoustic values determined using insulation]






No Insulation


60mm Polyester

ASB3

Carpet and Underlay

Tiled or Left Bare

Acoustic Report

Day Design 3094-26











CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Concrete Slab Systems

3.4.1

KCF20-KCF228FLOORING: Minimum 150mm concrete slab with either carpet, tiles,

timber flooring or left bareFRAME: Direct fix clips and furring channelACOUSTIC UNDERLAY: 4.5mm thick Regupol 4515 or 4mm thick A1 Rubber 720

AcoustaMat[MastaShield can be substituted with WaterShield of same thickness] [FireShield can be substituted with TruRock of same thickness] [Minimum cavity size is 50mm]


RISF Ceiling Lining Maximum Furring Channel Centres (mm)

Insulation Airborne Sound Insulation Rw(Rw+Ctr)

Impact Sound Insulation Ln,wAcoustic Report: Day Design 5008-25


50mm EarthWool 11 kg/m3 or

Polyester ASB3

Tiled or left bare

Tiled or timber flooring

with acoustic underlay

Carpet and Underlay

150m

m thi

ck c

oncr

ete

slab

KCF20

– –

1 layer of 10mm MastaShield 450No 55 (45) 70 59 43Yes 59 (49) 67 54 38

KCF22 1 layer of 10mm SpanShield 600No 55 (45) 70 59 43Yes 59 (49) 67 54 38

KCF24 1 layer of 13mm MastaShield 600No 56 (46) 70 59 43Yes 60 (50) 67 54 38

KCF26 1 layer of 10mm OPAL 600No 56 (46) 70 59 43Yes 60 (50) 641 54 38

KCF220 30/30/30 – 1 layer of 13mm FireShield 600No 57 (47) 70 58 42Yes 62 (52) 67 53 37


KCF223 60/60/60 601 layer of 13mm FireShield (applied first) plus 1 layer of 16mm FireShield

600No 60 (52) 68 57 41

Yes 65 (54) 65 52 36

KCF225 90/90/90 60 2 layer of 16mm FireShield 450No 61 (53) 68 57 41Yes 65 (55) 65 52 36

KCF228 120/120/120 60 3 layers of 16mm FireShield 450No 62 (55) 68 56 40Yes 67 (56) 65 51 35

200m

m thi

ck c

oncr

ete

slab

KCF20

– –








600No 64 (54) 65 56 40

Yes 67 (58) 63 51 35



1 TL458io


CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Concrete SlabSystems

3.4.1


timber flooring or left bareFRAME: Resilient mounts and furring channelACOUSTIC UNDERLAY: 4.5mm thick Regupol 4515 or 4mm thick A1 Rubber 720

AcoustaMat[MastaShield can be substituted with WaterShield of same thickness] [FireShield can be substituted with TruRock of same thickness] [Minimum cavity size is 50mm]







Polyester ASB3

Tiled or left bare



Carpet and Underlay

150m

m thi

ck c

oncr

ete

slab

KCF30

– –








600No 61 (52) 63 52 36

Yes 66 (56) 60 47 31



200m

m thi

ck c

oncr

ete

slab

KCF30

– –








600No 67 (56) 60 51 35

Yes 70 (59) 58 46 30



1 TL458io


CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Concrete Slab Systems

3.4.1


timber flooring or left bareFRAME: Suspended Ceiling frame and furring channelACOUSTIC UNDERLAY: 4.5mm thick Regupol 4515 or 4mm thick A1 Rubber 720

AcoustaMat[MastaShield can be substituted with WaterShield of same thickness] [FireShield can be substituted with TruRock of same thickness] [Minimum cavity size is 300mm. For a cavity size of 150mm the Rw and Rw+Ctr ratings will reduce by 2 points]







Polyester ASB3

Tiled or left bare



Carpet and Underlay

150m

m thi

ck c

oncr

ete

slab

KCF40

– –








600No 66 (55) 62 51 35

Yes 69 (58) 59 46 30



200m

m thi

ck c

oncr

ete

slab

KCF40

– –








600No 69 (58) 59 50 34

Yes 72 (61) 57 45 29




CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Sheet Metal RoofSystems

3.4.1

KR20-KR29ROOF LINING: Sheet metalROOF INSULATION: 60mm light duty reflective foil faced EarthWool blanketCEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with A-clips and furring channel


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 3094-25

1 TL458Rm

KR20 1 layer of 10mm MastaShield or SpanShield 51 (42) 51 (42) 50 (40) 51 (41)KR21 2 layers of 10mm MastaShield or SpanShield 53 (45) 53 (45) 52 (43) 53 (44)KR24 1 layer of 13mm MastaShield 53 (44) 53 (44) 52 (42) 53 (43)KR26 1 layer of 10mm OPAL 54 (45) 54 (45) 53 (43) 54 (44)KR27 2 layers of 10mm OPAL 55 (48) 55 (48)1 55 (46) 56 (47)KR28 1 layer of 13mm SoundShield 55 (46) 55 (46) 54 (44) 55 (45)KR29 2 layers of 13mm SoundShield 58 (51) 58 (51) 58 (49) 59 (50)

KR40-KR49ROOF LINING: Sheet metalROOF INSULATION: 60mm light duty reflective foil faced EarthWool blanketCEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with suspended ceiling frame and furring channel


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 3094-25

1 TL458Ri


KR10-KR19ROOF LINING: Sheet metalROOF INSULATION: 60mm light duty reflective foil faced EarthWool blanketCEILING INSULATION: As per tableFRAME: 140mm min deep timber or steel, rafters or trusses


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-24

1 TL458Rf 2 TL458Rd 3 TL458Re 4 TL458Rh

KR10 1 layer of 10mm MastaShield or SpanShield 41 (37) 41 (37) 41 (35) 42 (36)KR11 2 layers of 10mm MastaShield or SpanShield 43 (40) 43 (40) 43 (39) 44 (40)KR14 1 layer of 13mm MastaShield 43 (39) 43 (39) 43 (37) 44 (38)KR16 1 layer of 10mm OPAL 44 (40) 44 (40)2 44 (38) 45 (39)KR17 2 layers of 10mm OPAL 45 (42)1 45 (42)3 45 (41) 46 (42)4

KR18 1 layer of 13mm SoundShield 44 (41) 44 (41) 44 (39) 45 (40)KR19 2 layers of 13mm SoundShield 47 (45) 47 (45) 48 (44) 49 (45)


CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Sheet Metal Roof Systems

3.4.1

KR70-KR79ROOF LINING: Sheet metalROOF SARKING: Medium duty reflective foilCEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with A-clips and furring channel


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-27

KR70 1 layer of 10mm MastaShield or SpanShield 49 (41) 49 (41) 48 (39) 49 (40)KR71 2 layers of 10mm MastaShield or SpanShield 51 (44) 51 (44) 50 (42) 51 (43)KR74 1 layer of 13mm MastaShield 51 (43) 51 (43) 50 (41) 51 (42)KR76 1 layer of 10mm OPAL 52 (44) 52 (44) 51 (42) 52 (43)KR77 2 layers of 10mm OPAL 53 (47) 53 (47) 53 (45) 54 (46)KR78 1 layer of 13mm SoundShield 53 (45) 53 (45) 52 (43) 53 (44)KR79 2 layers of 13mm SoundShield 56 (50) 56 (50) 56 (48) 57 (49)

KR90-KR99ROOF LINING: Sheet metalROOF SARKING: Medium duty reflective foilCEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with suspended ceiling frame and furring channel


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-27


KR60-KR69ROOF LINING: Sheet metalROOF SARKING: Medium duty reflective foilCEILING INSULATION: As per tableFRAME: 140mm min deep timber or steel, rafters or trusses


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-27



CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Sheet Metal RoofSystems

3.4.1

KR220-KR228ROOF LINING: Sheet metalROOF INSULATION: 60mm light duty reflective foil faced EarthWool blanketCEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with A-clips and furring channel[Use TruRock in place of FireShield for external fire rated ceilings]





R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-24 3094-50

1 TL458Rn

KR220 30/30/30 – 1 layer of 13mm FireShield 600 51 (42) 51 (42) 50 (41) 51 (42)

KR221 60/60/60 30 2 layers of 13mm FireShield 450 55 (48) 55 (48) 55 (46) 56 (47)


KR223 60/60/60 60 1 layer of 13mm FireShield (applied first) plus 1 layer of 16mm FireShield 600 56 (49) 56 (49) 55 (47) 56 (48)

KR224 60/60/60 60 2 layers of 16mm FireShield 600 57 (50) 57 (50)1 56 (48) 57 (49)



KR227 120/120/120 60 1 layer of 13mm FireShield (applied first) plus 2 layers of 16mm FireShield 450 59 (53) 59 (53) 59 (51) 60 (52)


KR210-KR218ROOF LINING: Sheet metalROOF INSULATION: 60mm light duty reflective foil faced EarthWool blanketCEILING INSULATION: As per tableFRAME: 140mm min deep timber or steel, rafters or trusses[Use TruRock in place of FireShield for external fire rated ceilings]





R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-24 3094-50











CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Sheet Metal Roof Systems

3.4.1

KR240-KR248ROOF LINING: Sheet metalROOF INSULATION: 60mm light duty reflective foil faced EarthWool blanketCEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with suspended ceiling frame and furring channel[Use TruRock in place of FireShield for external fire rated ceilings]





R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-24 3094-50

1 TL458Rj











CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Tiled RoofSystems

3.4.1

KR120-KR129ROOF LINING: Concrete or terracotta tilesROOF SARKING: Heavy duty reflective foil (optional)CEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with A-clips and furring channel


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-24 3094-25

1 TL458Rb

KR120 1 layer of 10mm MastaShield or SpanShield 51 (44) 51 (44) 50 (43) 50 (43)KR121 2 layers of 10mm MastaShield or SpanShield 52 (46) 52 (46) 52 (46) 52 (46)KR124 1 layer of 13mm MastaShield 52 (45) 52 (45) 51 (44) 51 (44)KR126 1 layer of 10mm SoundShield 52 (46) 52 (46)1 51 (45) 51 (45)KR127 2 layers of 10mm SoundShield 52 (47) 52 (47) 52 (48) 52 (48)KR128 1 layer of 13mm SoundShield 52 (46) 52 (46) 52 (45) 52 (45)KR129 2 layers of 13mm SoundShield 53 (49) 53 (49) 53 (48) 53 (48)

KR110-KR119ROOF LINING: Concrete or terracotta tilesROOF SARKING: Heavy duty reflective foil (optional)CEILING INSULATION: As per tableFRAME: 140mm min deep timber or steel, rafters or trusses


R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester

Acoustic Report

Day Design 5008-24 3094-25

1 TL458Ra



CEILINGS UNDER A FLOOR AND UNDER A ROOFCeilings Under Tiled Roof Systems

3.4.1

KR310-KR318ROOF LINING: Concrete or terracotta tilesROOF SARKING: Heavy duty reflective foil (optional)CEILING INSULATION: As per tableFRAME: 140mm min deep timber or steel, rafters or trusses[Use TruRock in place of FireShield for external fire rated ceilings]





R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester


Acoustic Report

Day Design 5008-24 3094-50

1 TL458Rl









KR320-KR328ROOF LINING: Concrete or terracotta tilesROOF SARKING: Heavy duty reflective foil (optional)CEILING INSULATION: As per tableFRAME: Timber or steel, rafters or trusses with A-clips and furring channel[Use TruRock in place of FireShield for external fire rated ceilings]





R2.5 EarthWool

R3.0 EarthWool

R2.5 Polyester

R3.0 Polyester


Acoustic Report

Day Design 5008-24 3094-50

1 TL458Rc









3.4.1


CEILINGS UNDER A FLOOR AND UNDER A ROOFGeneral Requirements Installation

Non-Fire Rated

Fire Rated

Install control joints in plasterboard ceilings at: 12m maximum intervals All control joints in the structure Any change in the substrate material At the junction of a large room and passageway.

All ceilings in this section are non-trafficable. Do not walk on plasterboard ceilings!

Limit dead loads on plasterboard ceilings to 2 kg/m² for plasterboard spanning 600mm framing centres.

Limit dead loads on plasterboard ceilings to 2.5 kg/m² for plasterboard spanning 450mm framing centres where the plasterboard can usually span 600mm centres.

Attach ceiling fixtures to framing members only. Ensure the framing is designed to carry any additional load.

Only joint the face layer. As a minimum to achieve the FRL, only use paper tape and: Two coats of MastaBase/MastaLongset, or Three coats of MastaLite

Use approved fire rated penetration details. Fire penetrations may require fire collars or other devices to maintain fire performance.

Use fire sealant on all gaps and around perimeter, vermiculite plaster is not permitted.

All structures supporting fire rated ceilings must have an equal or greater FRL than the ceiling they support eg, a ceiling with FRL of 90/90/90 must be supported by a load bearing wall or column with FRL of at least 90 minutes.

Structural beams enclosed by a fire rated ceiling are given the same structural protection rating as the ceiling eg, a structural beam located above a ceiling rated to FRL 90/90/90 would have FRL of 90/–/–.

Compensate for uneven framing by attaching a furring channel system with adjustable direct fix clips.

Timber trusses may settle or move with changing seasons. Reduce occurrence of plasterboard cracking due to this movement by fixing plasterboard to furring channel or battens.

For acceptable modifications or variations to fire rated systems. [Refer to Section 2.3 Fire Resistance]

The FRL and RISF will not be reduced if a fire rated ceiling is built on an angle eg, a raked ceiling.

Consider the corrosive effect of sea spray on steel components, select framing and fasteners accordingly.

The FRL will not be reduced if the insulation directly above plasterboard is omitted.

General Requirements

3.4.1


CEILINGS UNDER A FLOOR AND UNDER A ROOFFraming Installation

Non-Fire Rated

Fire Rated

Cut Top Cross Rail (TCR) and furring channel to leave 10mm expansion gaps at each wall.

Stagger joints in TCR and furring channel by 1200mm.

Install additional framing members around openings.

Timber battens are not permitted in fire rated ceilings.

Steel framed ceiling systems must be designed by an engineer according to the relevant Australian Standard.

Framing members in this section are designed using either steel or timber joists, Lipped C type steel studs or a furring channel system.

MAXIMUM SPAN (FRAMING CENTRES) FOR PLASTERBOARD

Plasterboard Type For General Areas

For Areas of Intermittent High Humidity

eg. Unventilated Bathrooms and External Ceilings

10mm MastaShield 450mm 300mm

13mm MastaShield 600mm 450mm

10mm SpanShield 600mm 450mm

10mm OPAL 600mm 450mm

13mm SoundShield 600mm 450mm

10mm WaterShield 450mm 300mm

13mm WaterShield 600mm 450mm

13 and 16mm FireShield 600mm 450mm

13 and 16mm TruRock 600mm 450mm

Framing

3.4.1



FIGURE 1 Install ceiling trimmers to support plasterboard at the change of direction of roof framing. Install plasterboard perpendicular to main roof frame

FIGURE 2 Install ceiling trimmers for ceiling batten systems.Install plasterboard perpendicular to ceiling battens

Plasterboard ceiling lining

Bottom chord of (truncated girder) truss

Top plate

Wall frame

Ceiling trimmers installed to support plasterboard sheets

Bottom chord of jack truss

Bottom chord of standard truss

Wall frame



Bottom chord of (truncated girder) truss

Top plate

Ceiling trimmers installed to support ceiling battens

Ceiling battens perpendicular to main truss

Bottom chord of jack truss

Bottom chord of standard truss

3.4.1



TYPI

CAL

INTE

RNA

L W

IND

PRE

SSU

RES

C p,i =

0.3

C p,i =

Inte

rnal

win

d pr

essu

re c

oeffi

cien

t

Build

ing

Impo

rtan

ce L

evel

2Re

gion

AB

Ulti

mat

e W

ind

Spee

dV

500

(m/s

)45

57

Serv

icea

bilit

y W

ind

Spee

d V

25 (m

/s)

3739

Terr

ain

Cate

gory

11.

52

2.5

31

1.5

22.

53

Hei

ght a

bove

grou

nd (z

)10

2550

1025

5010

2550

1025

5010

2550

1025

5010

2550

1025

5010

2550

1025

50

Mz,

cat

1.12

1.21

1.25

1.06

1.15

1.22

1.00

1.10

1.18

0.92

1.04

1.13

0.83

0.97

1.07

1.12

1.21

1.25

1.06

1.15

1.22

1.00

1.10

1.18

0.92

1.04

1.13

0.83

0.97

1.07

Ulti

mat

e W

ind

Pres

sure

(kPa

)0.

410.

440.

460.

390.

420.

440.

360.

400.

430.

330.

380.

410.

300.

350.

390.

650.

710.

730.

620.

670.

710.

580.

640.

690.

540.

610.

660.

490.

570.

63

Serv

icea

bilit

y W

ind

Pres

sure

(kPa

)0.

280.

300.

310.

260.

280.

300.

250.

270.

290.

230.

260.

280.

200.

240.

260.

310.

330.

340.

290.

310.

330.

270.

300.

320.

250.

280.

310.

230.

270.

29

Wor

ked

Exam

ple

2

Inte

rnal

Sus

pend

ed C

eilin

g lin

ed

with

pla

ster

boar

d

• In

tern

al su

spen

ded

top

cros

s rai

l and

furri

ng c

hann

el

ceilin

g - li

ned

2 x

16m

m fi

re ra

ted

plas

terb

oard

.•

Larg

e ce

iling

area

with

3-o

r-mor

e sp

ans f

or b

oth

the

top

cros

s rai

l and

the

furri

ng c

hann

el.

• De

fl ecti

on li

mit

of sp

an/2

00 is

suita

ble.

• En

close

d bu

ildin

g w

ith a

ll ex

tern

al w

alls

equa

lly

perm

eabl

e.•

No

pote

ntia

l ope

ning

in a

ny e

xtern

al su

rface

gre

ater

th

an 0

.5%

• Bu

ildin

g lo

catio

n is

Brisb

ane.

• Bu

ildin

g Im

porta

nce

Leve

l is 2

.•

Terra

in C

ateg

ory

is 3.

• Flo

or o

f the

inte

rnal

susp

ende

d ce

iling

to b

e bu

ilt is

loca

ted

10m

from

gro

und

leve

l.

Step

1 D

eter

min

e C p

,iFr

om S

ectio

n 2.

3, fi

rst fi

nd th

e ap

proi

ate

C p,i

From

the

info

rmat

ion

prov

ided

, the

inte

rnal

susp

ende

d ce

iling

is th

e sa

me

as C

ase

1, th

eref

ore

the

appr

opria

teC p

,i is

-0.3

(suc

tion)

.

Step

2 D

eter

min

e th

e W

ind

Regi

onFr

om S

ectio

n 2.

3, F

IGUR

E 4

Austr

alia

n W

ind

Regi

ons,

fi nd

Brisb

ane.

It is

loca

ted

in W

ind

Regi

on B

.

Step

3 D

eter

min

e th

e bu

ildin

g’s I

mpo

rtanc

e Le

vel (

IL)Us

ually

foun

d on

the

front

pag

e of

the

Stru

ctura

l Eng

inee

rs

Not

es fo

r the

pro

ject.

In th

is ca

se th

e IL

is 2.

Step

4 D

eter

min

e th

e Te

rrain

Cat

egor

y (T

C)of

the

surro

undi

ng la

ndsc

ape

arou

nd th

e bu

ildin

g. A

lso

usua

lly fo

und

on th

e fro

nt p

age

of th

e St

ructu

ral E

ngin

eers

N

otes

for t

he p

roje

ct. In

this

case

the

TC is

3.

Step

5 D

eter

min

e Ul

timat

e (W

u) a

nd S

ervic

eabi

lity (W

s) W

ind

Pres

sure

s.Th

e fl o

or o

f the

bui

ldin

g w

here

the

inte

rnal

susp

ende

d ce

iling

is to

be

built

is 10

m a

bove

the

grou

nd le

vel.

Refe

ring

to ta

ble

‘TYP

ICAL

INTE

RNAL

WIN

D PR

ESSU

RES

Cp,i

= 0.

3’. U

sing

the

tabl

e, th

e pr

essu

res f

ound

are

Wu

= 0.

49 k

Pa, a

nd W

s = 0

.23

kPa.

Cp,

i = -

0.3

nega

tive

(suct

ion)

pre

ssur

e

Case

1:

Inte

rnal

Cei

ling

Cp,

i = -

0.3

(suct

ion)

1. B

uild

ing

with

all

exte

rnal

wal

ls eq

ually

per

mea

ble

2. In

tern

al c

eilin

g3.

Effe

ctiv

ely

seal

ed c

eilin

g w

ith a

n im

perm

eabl

e ro

of.

Step

6 D

eter

min

e ce

iling

fram

e co

nfi g

urat

ion

Use

the

rele

vant

CEI

LING

TO

P CR

OSS

RAI

L AN

D 28

mm

FU

RRIN

G C

HAN

NEL

SPA

N A

ND

SPAC

ING

TABL

E in

Se

ction

3.4

.1 (s

how

n be

low

), in

this

case

the

inte

rnal

win

d pr

essu

res a

re ro

unde

d up

to th

e ne

ares

t tab

les n

omin

ated

pr

essu

re w

hich

is W

u =

0.52

5 kP

a, W

s = 0

.35

kPa.

Answ

er

A so

lutio

n ca

n be

foun

d us

ing:

• 28

mm

furri

ng c

hann

el (F

C28)

at 6

00m

m m

ax c

entre

s•

38m

m to

p cr

oss r

ail (

TCR3

8) sp

aced

at 1

000m

m m

ax•

Hang

ers a

long

the

TCR3

8 at

106

0mm

max

inte

rval

s.•

Clip

and

anc

hor c

apac

ity is

1.6

1kN

whi

ch c

an b

e ch

ecke

d us

ing

the

CEILI

NG

CLIP

CAP

ACITY

TABL

E.

If fi x

ing

to p

urlin

s spa

ced

at 1

200m

m, t

hen

a so

lutio

n ca

n be

foun

d us

ing:

• 28

mm

furri

ng c

hann

el (F

C28)

at 4

50m

m m

ax c

entre

s•

38m

m to

p cr

oss r

ail (

TCR3

8) sp

aced

at 1

200m

m m

ax•

Hang

er a

long

the

TCR3

8 at

900

mm

max

inte

rval

s.•

Clip

and

anc

hor c

apac

ity is

1.6

4kN

whi

ch c

an b

e ch

ecke

d us

ing

the

CEILI

NG

CLIP

CAP

ACITY

TABL

E.

3.4.1


CEILINGS UNDER A FLOOR AND UNDER A ROOFFramingInstallation

CEI

LIN

G T

OP C

RO

SS R

AIL

AN

D 2

8m

m F

UR

RIN

G C

HA

NN

EL S

PAN

AN

D S

PACIN

G T

AB

LES

Ulti

mat

e w

ind

pres

sure

Wu

(kPa

)0.5

25

Span t

able

for

28m

m F

urr

ing C

hannel

(A

FC28)

and

Top C

ross

Rail

susp

ended

cei

ling li

ned

with p

last

erboard

Serv

icea

bilit

y w

ind

pres

sure

Ws (

kPa)

0.3

5

Cei

ling

Linin

gFu

rrin

g

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Cha

nnel

Spa

n /

Top

Cro

ss R

ail S

paci

ng (m

m)

Top

Cro

ssRail

Max

imum

Top

Cro

ss R

ail S

pan

/H

ange

r Spa

cing

(mm

)A

ncho

r and

Clip

Dem

and

(kN

)

Single

Sp

an

Double

Span

3-or

-mor

eSp

ans

Single

Sp

an

Double

Span

3-or

-mor

eSp

ans

Single

Sp

an

Double

Span

3-or

-mor

eSp

ans

1 la

yer o

f 10m

mFC

28

600

1100

1200

1200

TCR2

590

086

093

00.

371.

141.

3045

012

0012

0012

0090

096

010

300.

371.

271.

4460

011

0012

0012

00TC

R38

1270

1020

1100

0.52

1.35

1.54

450

1200

1200

1200

1270

1190

1170

0.52

1.58

1.64

2 la

yers

of 1

0mm

FC28

600

1100

1200

1100

TCR3

812

1095

010

200.

571.

451.

6445

012

0012

0012

0012

1010

8010

200.

571.

641.

64

1 la

yer o

f 13m

mFC

28

600

1100

1200

1200

TCR2

587

083

090

00.

381.

181.

3545

012

0012

0012

0087

093

010

000.

381.

321.

5060

011

0012

0012

00TC

R38

1240

990

1070

0.54

1.40

1.60

450

1200

1200

1200

1240

1150

1100

0.54

1.63

1.65

2 la

yers

of 1

3mm

FC28

600

1000

1100

1000

TCR3

811

9094

099

00.

571.

471.

6345

011

0012

0012

0011

6096

091

00.

611.

641.

64

3 la

yers

of 1

3mm

FC28

600

900

900

900

TCR3

812

0096

010

400.

551.

441.

6445

010

0012

0012

0010

9082

078

00.

671.

631.

64

1 la

yer o

f 16m

mFC

2860

011

0012

0012

00TC

R38

1240

990

1060

0.55

1.42

1.60

450

1200

1200

1200

1240

1140

1090

0.55

1.63

1.64

2 la

yer

s of

16m

mFC

28

600

1000

1000

1000

TCR38

1220

980

1060

0.54

1.41

1.6

145

011

0012

0012

0011

5095

090

00.

611.

641.

64

3 la

yers

of 1

6mm

FC28

600

900

900

800

TCR3

811

9096

010

200.

561.

461.

6445

010

0012

0011

0010

8081

077

00.

671.

641.

64

3.4.1



Floor/roof joists

Furring channel spanFurring channel spacing

Furring channel wall track

FIGURE 3 Furring channel span and spacing

FIGURE 4 Furring Channel - Single SpanSection

Selected furring channel clip

600mm max, or 200mm max if furring channel track is not used

Furring Channel(AFC18 or AFC28)

Furring Channel Track(AT18 or AT28)

Single Span





Double Span

3-or-more Spans





FIGURE 5 Furring Channel - Double SpanSection

FIGURE 6 Furring Channel - 3-or-more SpansSection

FIRE RATED AND NON-FIRE RATEDDETAILS FOR SINGLE SPAN, DOUBLE SPAN, OR 3-OR-MORE SPAN CEILINGS






Single Span





Double Span

3-or-more Spans













Single Span





Double Span

3-or-more Spans









3.4.1



CEILING 28mm FURRING CHANNEL SPAN TABLESRefer to Section 2.3 for assistance determining the relevant wind pressures for a specifi c project.

Ultimate wind pressure Wu (kPa) 0.375 Span table for 28mm Furring Channel (AFC28) ceiling lined with plasterboardServiceability wind pressure Ws (kPa) 0.25

Ceiling Lining

Furring Channel Spacing

(mm)

Maximum Span (mm) Clip and Anchor Demand (kN)

SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 1250 1680 1550 0.20 0.87 0.85450 1380 1850 1700 0.16 0.72 0.70

2 layers of 10mm 600 1170 1570 1450 0.22 0.97 0.94450 1290 1730 1590 0.18 0.80 0.77

1 layer of 13mm 600 1210 1630 1500 0.21 0.92 0.89450 1330 1790 1650 0.17 0.76 0.74

2 layers of 13mm 600 1110 1490 1380 0.24 1.05 1.03450 1230 1640 1510 0.20 0.87 0.84

3 layers of 13mm 600 1000 1340 1240 0.26 1.14 1.15450 1110 1480 1370 0.21 0.98 0.95

1 layer of 16mm 600 1210 1620 1490 0.21 0.92 0.89450 1330 1780 1640 0.18 0.76 0.74

2 layers of 16mm 600 1110 1480 1370 0.24 1.06 1.04450 1220 1630 1500 0.20 0.88 0.85

3 layers of 16mm 600 990 1320 1230 0.28 1.15 1.17450 1090 1470 1350 0.23 0.99 0.96


Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 1160 1550 1430 0.24 1.03 1.00450 1280 1710 1580 0.20 0.85 0.83

2 layers of 10mm 600 1100 1470 1360 0.26 1.12 1.09450 1210 1620 1490 0.21 0.93 0.90

1 layer of 13mm 600 1130 1510 1400 0.25 1.07 1.05450 1240 1670 1540 0.20 0.89 0.86

2 layers of 13mm 600 1050 1340 1300 0.28 1.14 1.17450 1160 1550 1430 0.23 0.99 0.97

3 layers of 13mm 600 990 1150 1180 0.30 1.15 1.24450 1090 1460 1350 0.25 1.09 1.07

1 layer of 16mm 600 1130 1510 1390 0.25 1.08 1.05450 1240 1660 1530 0.21 0.89 0.87

2 layers of 16mm 600 1050 1320 1290 0.28 1.14 1.18450 1150 1540 1420 0.23 1.00 0.97

3 layers of 16mm 600 990 1130 1160 0.31 1.15 1.24450 1090 1450 1340 0.25 1.10 1.08

1. Tables based upon downward (suction) and upward (uplift) pressures, intended for internal use only.2. Tables include self weight but is not applicable to additional point loads and live loads.3. Tables have not been checked for earthquake actions.4. Tables refer to Knauf Furring Channel of Base Metal Thickness (BMT) 0.42mm of grade G550 steel with ZincalumeTM AM150 corrosion protection. Maximum production

lengths available are 6.0m5. Calculations based upon a single span, double span, or 3-or-more spans and designed in accordance with AS/NZS 4600:2005 Cold Formed Steel Structures.6. Connections to clips must be checked with the Clip Capacity Table. Refer to Construction Details for perimeter detail.7. Serviceability Load Case 1: G+U, with deflection limited to Span/360. Serviceability Load Case 2: G+U+Ws, with deflection limited to Span/200.8. Perimeter anchors at 600mm max centres and 100mm max from ends with minimum 0.7 kN shear capacity.9. The project engineer must approve the nominated pressures and deflection limits are appropriate for a specific project.

3.4.1





Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 1060 1290 1310 0.29 1.14 1.22450 1170 1560 1440 0.24 1.03 1.01

2 layers of 10mm 600 1020 1170 1200 0.31 1.15 1.24450 1120 1500 1380 0.25 1.10 1.07

1 layer of 13mm 600 1040 1230 1270 0.30 1.14 1.24450 1140 1530 1410 0.24 1.07 1.04

2 layers of 13mm 600 980 1070 1100 0.32 1.15 1.24450 1080 1420 1330 0.27 1.14 1.13

3 layers of 13mm 600 940 940 970 0.35 1.14 1.25450 1030 1250 1270 0.29 1.14 1.22

1 layer of 16mm 600 1040 1220 1260 0.30 1.14 1.25450 1140 1530 1410 0.25 1.08 1.05

2 layers of 16mm 600 980 1050 1090 0.33 1.14 1.24450 1080 1400 1330 0.27 1.14 1.15

3 layers of 16mm 600 930 930 950 0.35 1.14 1.24450 1020 1230 1260 0.29 1.15 1.24


Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 980 1020 1040 0.34 1.15 1.24450 1080 1350 1330 0.28 1.14 1.19

2 layers of 10mm 600 950 930 960 0.36 1.14 1.24450 1040 1240 1280 0.29 1.14 1.24

1 layer of 13mm 600 960 980 1000 0.35 1.15 1.24450 1060 1300 1310 0.29 1.14 1.22

2 layers of 13mm 600 920 870 900 0.37 1.15 1.25450 1010 1160 1190 0.31 1.15 1.24

3 layers of 13mm 600 880 780 810 0.40 1.14 1.25450 970 1040 1070 0.33 1.14 1.24

1 layer of 16mm 600 960 970 1000 0.35 1.15 1.25450 1060 1290 1310 0.29 1.14 1.21

2 layers of 16mm 600 920 860 890 0.38 1.15 1.24450 1010 1150 1180 0.31 1.14 1.24

3 layers of 16mm 600 880 780 800 0.40 1.14 1.24450 970 1030 1060 0.33 1.15 1.25



3.4.1





Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 840 1120 1030 0.13 0.58 0.56450 920 1230 1140 0.11 0.48 0.47

2 layers of 10mm 600 780 1050 970 0.15 0.65 0.63450 860 1150 1060 0.12 0.53 0.52

1 layer of 13mm 600 810 1090 1000 0.14 0.61 0.59450 890 1190 1100 0.12 0.50 0.49

2 layers of 13mm 600 740 1000 920 0.16 0.71 0.69450 820 1100 1010 0.13 0.58 0.57

3 layers of 13mm 600 670 900 830 0.18 0.79 0.77450 740 990 910 0.15 0.65 0.63

1 layer of 16mm 600 810 1080 1000 0.14 0.61 0.60450 890 1190 1100 0.12 0.51 0.50

2 layers of 16mm 600 740 990 910 0.16 0.71 0.69450 810 1090 1010 0.14 0.59 0.57

3 layers of 16mm 600 660 890 820 0.19 0.80 0.78450 730 980 900 0.15 0.66 0.65


Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 780 1040 960 0.16 0.69 0.67450 850 1140 1050 0.13 0.57 0.55

2 layers of 10mm 600 740 980 910 0.17 0.75 0.73450 810 1080 1000 0.14 0.62 0.60

1 layer of 13mm 600 760 1010 930 0.17 0.72 0.70450 830 1110 1030 0.14 0.59 0.58

2 layers of 13mm 600 700 940 870 0.18 0.80 0.78450 770 1040 960 0.15 0.67 0.65

3 layers of 13mm 600 660 890 820 0.20 0.89 0.86450 730 980 900 0.17 0.73 0.71

1 layer of 16mm 600 750 1010 930 0.17 0.72 0.70450 830 1110 1020 0.14 0.60 0.58

2 layers of 16mm 600 700 940 860 0.19 0.82 0.79450 770 1030 950 0.15 0.67 0.65

3 layers of 16mm 600 660 880 810 0.21 0.90 0.87450 730 970 900 0.17 0.74 0.72



3.4.1





Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 710 950 870 0.19 0.84 0.81450 780 1040 960 0.16 0.69 0.67

2 layers of 10mm 600 680 910 840 0.21 0.89 0.87450 750 1000 920 0.17 0.74 0.71

1 layer of 13mm 600 690 930 860 0.20 0.86 0.84450 760 1020 940 0.16 0.71 0.69

2 layers of 13mm 600 660 880 810 0.22 0.94 0.92450 720 970 890 0.18 0.78 0.76

3 layers of 13mm 600 630 830 770 0.24 1.01 0.99450 690 920 850 0.19 0.84 0.82

1 layer of 16mm 600 690 930 850 0.20 0.87 0.84450 760 1020 940 0.16 0.72 0.70

2 layers of 16mm 600 650 880 810 0.22 0.95 0.93450 720 960 890 0.18 0.78 0.77

3 layers of 16mm 600 620 820 770 0.24 1.02 1.01450 680 920 850 0.19 0.85 0.83


Ceiling Lining


(mm)


SingleSpan

DoubleSpan

3-or-moreSpans

SingleSpan

DoubleSpan

3-or-moreSpans

1 layer of 10mm 600 650 860 810 0.23 0.97 0.96450 720 960 890 0.19 0.81 0.79

2 layers of 10mm 600 630 820 780 0.24 1.00 1.01450 700 930 860 0.20 0.85 0.83

1 layer of 13mm 600 640 840 800 0.23 0.99 0.99450 710 950 870 0.19 0.84 0.81

2 layers of 13mm 600 620 790 760 0.25 1.04 1.06450 680 910 840 0.21 0.90 0.88

3 layers of 13mm 600 590 750 730 0.26 1.10 1.13450 650 870 800 0.22 0.95 0.92

1 layer of 16mm 600 640 840 790 0.23 0.99 0.98450 710 950 870 0.19 0.84 0.81

2 layers of 16mm 600 610 790 760 0.25 1.05 1.07450 670 900 830 0.21 0.90 0.88

3 layers of 16mm 600 590 750 730 0.27 1.11 1.14450 650 870 800 0.22 0.96 0.94



3.4.1



Furring Channel spacing

Top Cross Rail span Furring Channel span andTop Cross Rail spacing

Structural framing

Furring Channel Track

Top Cross Rail

Furring Channel

FIGURE 7 Top Cross Rail and Furring Channel Span and SpacingFIGURE 7 Top cross rail and furring channel span and spacing

20mm

20mm

200mm TCRceiling stabiliser(ATCR25 or ATCR38)

Selected Top Cross Rail Clip

Top Cross Rrail(ATCR25 or ATCR38)

300mm max

FIGURE 8 Top Cross Rail - Single SpanSection

Single Span




300mm max

Double Span

20mm



300mm max

3-or-more Spans

FIGURE 9 Top Cross Rail - Double SpanSection

FIGURE 10 Top Cross Rail - 3-or-more SpansSection


Top Cross Rrail(ATCR25 orATCR38)

20mm

20mm




300mm max


Single Span




300mm max

Double Span

20mm



300mm max

3-or-more Spans





20mm

20mm




300mm max


Single Span




300mm max

Double Span

20mm



300mm max

3-or-more Spans






3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

28m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)0.

375

Span

tabl

e fo

r 28

mm

Fur

ring

Cha

nnel

(AFC

28) a

ndTo

p Cr

oss

Rail

susp

ende

d ce

iling

line

d w

ith p

last

erbo

ard

Serv

iceab

ility

wind

pre

ssur

e W

s (kP

a)0.

25

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

28

600

1200

1200

1200

TCR2

597

097

010

500.

311.

001.

1545

012

0012

0012

0097

010

8011

700.

311.

121.

2860

012

0012

0012

00TC

R38

1380

1160

1250

0.44

1.20

1.36

450

1200

1200

1200

1380

1350

1450

0.44

1.40

1.58

2 la

yers

of 1

0mm

FC28

600

1100

1200

1200

TCR3

812

9010

6011

500.

491.

301.

4945

012

0012

0012

0012

9012

3012

600.

491.

511.

64

1 la

yer o

f 13m

mFC

28

600

1200

1200

1200

TCR2

594

093

010

100.

331.

051.

2045

012

0012

0012

0094

010

4011

200.

331.

171.

3360

012

0012

0012

00TC

R38

1330

1110

1200

0.46

1.25

1.42

450

1200

1200

1200

1330

1290

1380

0.46

1.45

1.64

2 la

yers

of 1

3mm

FC28

600

1100

1200

1200

TCR3

812

2099

010

700.

531.

401.

6045

012

0012

0012

0012

2011

5011

000.

531.

631.

64

3 la

yers

of 1

3mm

FC28

600

1000

1100

1000

TCR3

811

8089

010

000.

571.

471.

6445

011

0012

0012

0011

4084

091

00.

601.

631.

63

1 la

yer o

f 16m

mFC

2860

012

0012

0012

00TC

R38

1330

1100

1190

0.47

1.25

1.43

450

1200

1200

1200

1330

1280

1360

0.47

1.46

1.63

2 la

yers

of 1

6mm

FC28

600

1100

1200

1200

TCR3

812

1098

010

600.

541.

411.

6145

012

0012

0012

0012

1011

4010

800.

541.

641.

64

3 la

yers

of 1

6mm

FC28

600

1000

1000

1000

TCR3

811

6092

010

000.

531.

421.

6245

011

0012

0012

0011

2090

090

00.

601.

631.

64

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

28m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)0.

525

Span

tabl

e fo

r 28

mm

Fur

ring

Cha

nnel

(AFC

28) a

ndTo

p Cr

oss

Rail

susp

ende

d ce

iling

line

d w

ith p

last

erbo

ard

Serv

iceab

ility

wind

pre

ssur

e W

s (kP

a)0.

35

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

28

600

1100

1200

1200

TCR2

590

086

093

00.

371.

141.

3045

012

0012

0012

0090

096

010

300.

371.

271.

4460

011

0012

0012

00TC

R38

1270

1020

1100

0.52

1.35

1.54

450

1200

1200

1200

1270

1190

1170

0.52

1.58

1.64

2 la

yers

of 1

0mm

FC28

600

1100

1200

1100

TCR3

812

1095

010

200.

571.

451.

6445

012

0012

0012

0012

1010

8010

200.

571.

641.

64

1 la

yer o

f 13m

mFC

28

600

1100

1200

1200

TCR2

587

083

090

00.

381.

181.

3545

012

0012

0012

0087

093

010

000.

381.

321.

5060

011

0012

0012

00TC

R38

1240

990

1070

0.54

1.40

1.60

450

1200

1200

1200

1240

1150

1100

0.54

1.63

1.65

2 la

yers

of 1

3mm

FC28

600

1000

1100

1000

TCR3

811

9094

099

00.

571.

471.

6345

011

0012

0012

0011

6096

091

00.

611.

641.

64

3 la

yers

of 1

3mm

FC28

600

900

900

900

TCR3

812

0096

010

400.

551.

441.

6445

010

0012

0012

0010

9072

078

00.

671.

631.

64

1 la

yer o

f 16m

mFC

2860

011

0012

0012

00TC

R38

1240

990

1060

0.55

1.42

1.60

450

1200

1200

1200

1240

1140

1090

0.55

1.63

1.64

2 la

yers

of 1

6mm

FC28

600

1000

1000

1000

TCR3

812

2098

010

600.

541.

411.

6145

011

0012

0012

0011

5095

090

00.

611.

641.

64

3 la

yers

of 1

6mm

FC28

600

900

900

800

TCR3

811

9096

010

200.

561.

461.

6445

010

0012

0011

0010

8071

077

00.

671.

641.

64

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

28m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)0.

75Sp

an ta

ble

for

28m

m F

urri

ng C

hann

el (A

FC28

) and

Top

Cros

s Ra

il su

spen

ded

ceili

ng li

ned

with

pla

ster

boar

dSe

rvice

abilit

y w

ind

pres

sure

Ws (

kPa)

0.50

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

28

600

1000

1000

1000

TCR2

587

082

088

00.

391.

211.

3745

011

0012

0012

0082

083

088

00.

451.

471.

6460

010

0010

0010

00TC

R38

1240

970

1050

0.56

1.43

1.63

450

1100

1200

1200

1160

930

880

0.63

1.64

1.64

2 la

yers

of 1

0mm

FC28

600

1000

900

900

TCR3

812

3097

010

500.

561.

431.

6345

011

0012

0012

0011

1084

079

00.

671.

641.

64

1 la

yer o

f 13m

mFC

28

600

1000

1000

900

TCR2

585

080

086

00.

411.

241.

4045

011

0012

0012

0080

081

084

00.

461.

501.

6460

010

0010

0090

0TC

R38

1210

950

1000

0.58

1.47

1.63

450

1100

1200

1200

1140

880

840

0.65

1.63

1.64

2 la

yers

of 1

3mm

FC28

600

900

800

800

TCR3

812

3099

010

600.

541.

421.

6045

010

0011

0011

0011

1083

079

00.

671.

631.

64

3 la

yers

of 1

3mm

FC28

600

900

700

700

TCR3

812

3099

010

700.

541.

411.

6045

010

0010

0090

010

9081

077

00.

681.

641.

64

1 la

yer o

f 16m

mFC

2860

010

0010

0090

0TC

R38

1210

940

1000

0.58

1.46

1.64

450

1100

1200

1200

1140

880

830

0.66

1.64

1.64

2 la

yers

of 1

6mm

FC28

600

900

800

800

TCR3

812

3098

010

600.

551.

421.

6245

010

0011

0011

0011

0083

078

00.

671.

641.

64

3 la

yers

of 1

6mm

FC28

600

900

700

700

TCR3

812

2098

010

600.

541.

411.

6145

010

0010

0090

010

9080

076

00.

691.

641.

64

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

28m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)1.

00Sp

an ta

ble

for

28m

m F

urri

ng C

hann

el (A

FC28

) and

Top

Cros

s Ra

il su

spen

ded

ceili

ng li

ned

with

pla

ster

boar

dSe

rvice

abilit

y w

ind

pres

sure

Ws (

kPa)

0.67

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

28

600

900

800

800

TCR2

587

081

087

00.

401.

221.

3845

010

0011

0010

0078

077

075

00.

501.

591.

6360

090

080

080

0TC

R38

1230

960

1030

0.57

1.44

1.63

450

1000

1100

1000

1090

790

750

0.69

1.63

1.63

2 la

yers

of 1

0mm

FC28

600

900

700

700

TCR3

812

4099

010

600.

551.

411.

6045

010

0010

0090

010

9080

076

00.

691.

631.

64

1 la

yer o

f 13m

mFC

28

600

900

800

700

TCR2

585

079

086

00.

411.

241.

4245

010

0010

0010

0079

079

080

00.

481.

541.

6560

090

080

070

0TC

R38

1210

940

990

0.58

1.47

1.63

450

1000

1000

1000

1120

840

800

0.67

1.64

1.65

2 la

yers

of 1

3mm

FC28

600

900

700

600

TCR3

812

1095

010

100.

571.

461.

6445

010

0090

090

011

1083

079

00.

671.

641.

65

3 la

yers

of 1

3mm

FC28

600

800

600

600

TCR3

812

2097

010

500.

551.

421.

6245

090

080

080

011

1084

080

00.

671.

641.

64

1 la

yer o

f 16m

mFC

2860

090

080

070

0TC

R38

1210

940

990

0.59

1.48

1.64

450

1000

1000

1000

1110

840

790

0.67

1.65

1.64

2 la

yers

of 1

6mm

FC28

600

900

700

600

TCR3

812

0095

010

000.

571.

471.

6345

010

0090

090

011

0082

078

00.

671.

631.

64

3 la

yers

of 1

6mm

FC28

600

800

600

600

TCR3

812

2097

010

500.

561.

431.

6445

090

080

080

011

1083

079

00.

671.

641.

64

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

18m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)0.

375

Span

tabl

e fo

r 18

mm

Fur

ring

Cha

nnel

(AFC

18) a

ndTo

p Cr

oss

Rail

susp

ende

d ce

iling

line

d w

ith p

last

erbo

ard

Serv

iceab

ility

wind

pre

ssur

e W

s (kP

a)0.

25

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

18

600

800

1100

1000

TCR2

510

0010

2011

000.

290.

971.

1045

090

012

0011

0097

010

8011

700.

311.

121.

2860

080

011

0010

00TC

R38

1420

1210

1310

0.41

1.15

1.31

450

900

1200

1100

1380

1350

1450

0.44

1.40

1.58

2 la

yers

of 1

0mm

FC18

600

700

1000

900

TCR3

813

7011

6012

600.

431.

191.

3645

080

011

0010

0013

2012

9013

800.

461.

461.

64

1 la

yer o

f 13m

mFC

18

600

800

1000

1000

TCR2

510

0010

2011

000.

290.

961.

0945

080

011

0011

0096

010

8011

700.

311.

111.

2760

080

010

0010

00TC

R38

1410

1220

1310

0.41

1.14

1.30

450

800

1100

1100

1370

1350

1460

0.44

1.39

1.59

2 la

yers

of 1

3mm

FC18

600

700

1000

900

TCR3

813

0010

9011

700.

471.

281.

4545

080

011

0010

0012

6012

0012

000.

501.

551.

64

3 la

yers

of 1

3mm

FC18

600

700

900

800

TCR3

812

6010

4011

300.

501.

331.

5245

070

010

0090

012

1011

5011

000.

531.

631.

64

1 la

yer o

f 16m

mFC

1860

080

010

0010

00TC

R38

1410

1210

1310

0.41

1.15

1.31

450

800

1100

1100

1370

1340

1450

0.44

1.40

1.59

2 la

yers

of 1

6mm

FC18

600

700

900

900

TCR3

813

4011

3012

300.

441.

221.

4045

080

010

0010

0012

9012

5013

000.

481.

501.

64

3 la

yers

of 1

6mm

FC18

600

600

900

800

TCR3

812

5010

3011

200.

501.

341.

5445

070

010

0090

012

0011

3010

700.

531.

631.

63

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

18m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)0.

525

Span

tabl

e fo

r 18

mm

Fur

ring

Cha

nnel

(AFC

18) a

ndTo

p Cr

oss

Rail

susp

ende

d ce

iling

line

d w

ith p

last

erbo

ard

Serv

iceab

ility

wind

pre

ssur

e W

s (kP

a)0.

35

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

18

600

700

1000

900

TCR2

595

094

010

200.

321.

041.

1945

080

011

0010

0092

010

0010

800.

341.

221.

3960

070

010

0090

0TC

R38

1350

1120

1210

0.46

1.24

1.41

450

800

1100

1000

1310

1240

1280

0.49

1.51

1.64

2 la

yers

of 1

0mm

FC18

600

700

900

900

TCR3

813

3011

0011

900.

471.

261.

4345

080

010

0010

0012

8012

1012

200.

501.

541.

63

1 la

yer o

f 13m

mFC

18

600

700

1000

900

TCR2

593

091

098

00.

341.

081.

2245

080

011

0010

0090

097

010

400.

361.

261.

4360

070

010

0090

0TC

R38

1320

1080

1170

0.48

1.28

1.46

450

800

1100

1000

1280

1200

1190

0.51

1.56

1.63

2 la

yers

of 1

3mm

FC18

600

700

900

800

TCR3

812

7010

4011

300.

501.

331.

5345

070

010

0090

012

3011

5010

900.

541.

631.

63

3 la

yers

of 1

3mm

FC18

600

600

800

800

TCR3

812

5010

2011

000.

511.

361.

5445

070

090

090

012

0011

0010

400.

551.

641.

64

1 la

yer o

f 16m

mFC

1860

070

010

0090

0TC

R38

1310

1080

1170

0.48

1.29

1.47

450

800

1100

1000

1270

1200

1180

0.51

1.57

1.63

2 la

yers

of 1

6mm

FC18

600

700

900

800

TCR3

812

6010

3011

200.

501.

341.

5345

070

010

0090

012

2011

4010

800.

541.

641.

64

3 la

yers

of 1

6mm

FC18

600

600

800

800

TCR3

812

4010

1010

900.

521.

371.

5645

070

090

090

011

9010

8010

200.

561.

641.

64

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

18m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)0.

75Sp

an ta

ble

for

18m

m F

urri

ng C

hann

el (A

FC18

) and

Top

Cros

s Ra

il su

spen

ded

ceili

ng li

ned

with

pla

ster

boar

dSe

rvice

abilit

y wi

nd p

ress

ure

Ws (

kPa)

0.50

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

18

600

700

900

800

TCR2

590

086

093

00.

371.

141.

3045

070

010

0090

087

091

098

00.

391.

341.

5260

070

090

080

0TC

R38

1280

1020

1110

0.52

1.35

1.55

450

700

1000

900

1240

1110

1060

0.56

1.63

1.64

2 la

yers

of 1

0mm

FC18

600

600

900

800

TCR3

812

3097

010

500.

561.

431.

6345

070

010

0090

011

8010

0095

00.

591.

641.

64

1 la

yer o

f 13m

mFC

18

600

600

900

800

TCR2

588

084

091

00.

381.

171.

3445

070

010

0090

085

089

096

00.

411.

381.

5760

060

090

080

0TC

R38

1250

1000

1080

0.54

1.39

1.59

450

700

1000

900

1210

1060

1000

0.58

1.64

1.63

2 la

yers

of 1

3mm

FC18

600

600

800

800

TCR3

812

3099

010

600.

541.

421.

6045

070

090

080

011

9010

2097

00.

591.

641.

64

3 la

yers

of 1

3mm

FC18

600

600

700

700

TCR3

812

3099

010

700.

541.

411.

6045

060

090

080

011

3090

085

00.

631.

641.

64

1 la

yer o

f 16m

mFC

1860

060

090

080

0TC

R38

1250

1000

1080

0.54

1.40

1.60

450

700

1000

900

1210

1050

1000

0.58

1.63

1.64

2 la

yers

of 1

6mm

FC18

600

600

800

800

TCR3

812

3098

010

600.

551.

421.

6245

070

090

080

011

8010

1096

00.

591.

641.

64

3 la

yers

of 1

6mm

FC18

600

600

700

700

TCR3

812

2098

010

600.

541.

411.

6145

060

090

080

011

2089

084

00.

641.

641.

641.

Tab

les b

ased

upon

dow

nwar

d (su

ction

) and

upwa

rd (u

plift)

pres

sure

s, int

ende

d for

inter

nal u

se o

nly.

2. T

able

inclu

des s

elf w

eigh

t but

are

not

app

licab

le to

add

ition

al p

oint

load

s and

live

load

s.3.

Tab

les h

ave

not b

een

chec

ked

for e

arth

quak

e ac

tions

.4.

Tab

les re

fer t

o Kn

auf F

urrin

g Ch

anne

ls of

Bas

e M

etal

Thi

ckne

ss (B

MT)

0.4

2mm

of g

rade

G55

0 ste

el, a

nd K

nauf

Top

Cros

s Rai

ls of

BM

T 0.

75m

m o

f gra

de G

300

steel

with

Zin

calum

eTM A

M15

0 co

rrosio

n pr

otec

tion.

M

axim

um p

rodu

ction

leng

ths a

vaila

ble

are

6.0m

5. C

alcu

latio

ns b

ased

upo

n a

singl

e sp

an, d

oubl

e sp

an, o

r 3-o

r-mor

e sp

ans a

nd d

esig

ned

in a

ccor

danc

e w

ith A

S/N

ZS 4

600:

2005

Col

d Fo

rmed

Ste

el St

ructu

res.

6. C

onne

ction

s to

clips

mus

t be

chec

ked

with

the

Clip

Cap

acity

Tabl

e. R

efer

to C

onstr

uctio

n De

tails

for p

erim

eter

det

ail.

7. S

ervic

eabi

lity Lo

ad C

ase

1: G

+U+W

s, w

ith d

eflec

tion

limite

d to

Spa

n/20

0.8.

Per

imet

er a

ncho

rs at

600

mm

max

cen

tres a

nd 1

00m

m m

ax fr

om e

nds w

ith m

inim

um 0

.6 k

N sh

ear c

apac

ity.

9. T

he p

roje

ct en

gine

er m

ust a

ppro

ve th

e no

min

ated

pre

ssur

es a

nd d

eflec

tion

limits

are

app

ropr

iate

for a

spec

ific

proj

ect.

3.4.1



CEIL

ING

TO

P CR

OSS

RA

IL A

ND

18m

m F

URR

ING

CH

AN

NEL

SPA

N A

ND

SPA

CIN

G T

ABL

ESRe

fer t

o Se

ction

2.3

for a

ssist

ance

det

erm

inin

g th

e re

leva

nt w

ind

pres

sure

s for

a sp

ecifi

c pr

ojec

t.

Ultim

ate

win

d pr

essu

re W

u (kP

a)1.

00Sp

an ta

ble

for

18m

m F

urri

ng C

hann

el (A

FC18

) and

Top

Cros

s Ra

il su

spen

ded

ceili

ng li

ned

with

pla

ster

boar

dSe

rvice

abilit

y wi

nd p

ress

ure

Ws (

kPa)

0.67

Ceili

ngLi

ning

Furr

ing

Chan

nel

Furr

ing

Chan

nel

Spac

ing

(mm

)

Max

imum

Fur

ring

Chan

nel S

pan

/To

p Cr

oss R

ail S

pacin

g (m

m)

Top

Cros

sRa

il

Max

imum

Top

Cros

s Rai

l Spa

n /

Hang

er S

pacin

g (m

m)

Clip

/s a

nd A

ncho

r Dem

and

(kN

)

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

sSi

ngle

Sp

anDo

uble

Span

3-or

-mor

eSp

ans

Sing

le

Span

Doub

leSp

an3-

or-m

ore

Span

s

1 la

yer o

f 10m

mFC

18

600

600

800

800

TCR2

587

081

087

00.

401.

221.

3845

070

090

080

083

085

092

00.

431.

441.

6460

060

080

080

0TC

R38

1230

960

1030

0.57

1.44

1.63

450

700

900

800

1180

970

920

0.61

1.64

1.64

2 la

yers

of 1

0mm

FC18

600

600

700

700

TCR3

812

4099

010

600.

551.

411.

6045

070

090

080

011

4089

085

00.

651.

641.

64

1 la

yer o

f 13m

mFC

18

600

600

800

700

TCR2

585

079

086

00.

411.

241.

4245

070

090

080

082

083

088

00.

441.

461.

6360

060

080

070

0TC

R38

1210

940

990

0.58

1.47

1.63

450

700

900

800

1160

930

880

0.63

1.64

1.63

2 la

yers

of 1

3mm

FC18

600

600

700

600

TCR3

812

1095

010

100.

571.

461.

6445

060

090

080

011

1083

079

00.

671.

641.

64

3 la

yers

of 1

3mm

FC18

600

500

600

600

TCR3

812

2097

010

500.

551.

421.

6245

060

080

080

011

1084

080

00.

671.

641.

64

1 la

yer o

f 16m

mFC

1860

060

080

070

0TC

R38

1210

940

990

0.59

1.48

1.64

450

700

900

800

1160

930

880

0.63

1.64

1.64

2 la

yers

of 1

6mm

FC18

600

600

700

600

TCR3

812

0095

010

000.

571.

471.

6345

060

090

080

011

0082

078

00.

671.

631.

64

3 la

yers

of 1

6mm

FC18

600

500

600

600

TCR3

812

2097

010

500.

561.

431.

6445

060

080

080

011

1083

079

00.

671.

641.

64

1. T

ables

bas

ed up

on d

ownw

ard

(sucti

on) a

nd up

ward

(upli

ft) pr

essu

res,

inten

ded

for in

terna

l use

only

.2.

Tab

le in

clude

s self

wei

ght b

ut a

re n

ot a

pplic

able

to a

dditi

onal

poi

nt lo

ads a

nd li

ve lo

ads.

3. T

ables

hav

e no

t bee

n ch

ecke

d fo

r ear

thqu

ake

actio

ns.

4. T

ables

refe

r to

Knau

f Fur

ring

Chan

nels

of B

ase

Met

al T

hick

ness

(BM

T) 0

.42m

m o

f gra

de G

550

steel,

and

Kna

uf To

p Cr

oss R

ails

of B

MT

0.75

mm

of g

rade

G30

0 ste

el w

ith Z

inca

lumeTM

AM

150

corro

sion

prot

ectio

n.

Max

imum

pro

ducti

on le

ngth

s ava

ilabl

e ar

e 6.

0m5.

Cal

cula

tions

bas

ed u

pon

a sin

gle

span

, dou

ble

span

, or 3

-or-m

ore

span

s and

des

igne

d in

acc

orda

nce

with

AS/

NZS

460

0:20

05 C

old

Form

ed S

teel

Stru

cture

s.6.

Con

necti

ons t

o cli

ps m

ust b

e ch

ecke

d w

ith th

e Cl

ip C

apac

ity Ta

ble.

Ref

er to

Con

struc

tion

Deta

ils fo

r per

imet

er d

etai

l.7.

Ser

vicea

bility

Load

Cas

e 1:

G+U

+Ws,

with

def

lectio

n lim

ited

to S

pan/

200.

8. P

erim

eter

anc

hors

at 6

00m

m m

ax c

entre

s and

100

mm

max

from

end

s with

min

imum

0.6

kN

shea

r cap

acity

.9.

The

pro

ject

engi

neer

mus

t app

rove

the

nom

inat

ed p

ress

ures

and

def

lectio

n lim

its a

re a

ppro

pria

te fo

r a sp

ecifi

c pr

ojec

t.

3.4.1



CEILING CLIP CAPACITY TABLE - 1

Image Name Code ULS DesignCapacity (kN)

Furring Channel A Clip80mm drop AC26-80 0.85

Furring Channel A Clip180mm drop AC26-180 0.85

Spring Adjustable FurringChannel A Clip AC52 0.85

Furring Channel Anchor Clip7.5mm hole AC37-7H 1.20

Furring Channel Anchor ClipM6 thread AC37-M6 1.17

Furring Channel Resilient Mount7.5mm hole AC001 1.25

Furring Channel Resilient MountM6 thread AC001M6 1.25

Furring Channel ScrewAdjustable Mount ACFCSAM 1.59

1. Clip capacities are applicable to Knauf products only. 2. Clip capacities determined in accordance with AS/NZS 4600:2005 Cold Formed Steel Structures, Section 8.2.3. Suitable for internal use only.

3.4.1





Purlin to Furring ChannelResilient Clip AC001-PC 1.17

Furring ChannelAdjustable Mount ACFCAM 0.52

Furring Channel ResilientAdjustable Mount ACFCRESAM 0.52

Top Cross Rail to FurringChannel Clip

(clik clak)AC39 0.94

Top Cross Rail to FurringChannel Swivel Clip AC79S 0.95

Top Cross Rail to FurringChannel Resilient Swivel Clip AC79SRES 0.82

Spring Adjustable Suspension Rod to Top Cross Rail Clip AC60 1.64

Spring Adjustable Purlin toSuspension Rod Clip AC60DF 1.64

Spring Adjustable Anchor toSuspension Rod Clip AC60LDF 1.64

Anchor to Top Cross Rail Clip AC24 1.31


3.4.1





Top Cross Rail to Purlin Clip AC66 1.40

Spring AdjustableSuspension Rod Joiner AC54 1.68

Spring Adjustable SideMounted Top Cross Rail Clip AC61S 0.81

Adjustable Anchor toTop Cross Rail Clip

100mm drop200mm drop300mm drop

ACTCR-100ACTCR-200ACTCR-300

1.13

Adjustable Anchor toTop Cross Rail Resilient Clip

100mm drop200mm drop300mm drop

ACTCRRES-100ACTCRRES-200ACTCRRES-300

1.32

Suspension Rod Flat Bracket AC74 0.93

Suspension Rod Multi-purpose Bracket AC47-74 0.93


3.4.1


CEILINGS UNDER A FLOOR AND UNDER A ROOFPlasterboard Layout and Fixing Installation

Non-Fire Rated

Fire Rated

Sheet ceilings perpendicular to framing members.

First layer butt joints must be over a framing member.

Float face layer butt joints between framing members for: Three layer systems Two layer systems on 600mm centres.

Stagger face layer butt joints by 600mm minimum on adjoining sheets and between layers.

Stagger recessed edges by 300mm minimum between layers.

Follow the back-blocking requirements and butt joint placement for the level of finish selected. [Refer To Section 4]

Sheet ceilings parallel to the light source to reduce the effect of glancing light.

Minimise butt joints by using the longest sheet possible.

Butt joints on underlying layers (not face layer) may be made on the same framing member.

For 2 layer systems at 450mm centres, face layer butt joints may be fixed to framing members.

Plasterboard FixingNon-Fire

RatedFire

Rated

Drive fasteners to just below the sheet surface, taking care not to break the paper linerboard.

Do not fix plasterboard to steel more than 2mm BMT.

Use laminating screws to fix floating butt joints in the second and third layer.

Fastener and Adhesive Method

Apply MastaGrip Stud Adhesive after the frame is clean, dry, and free from grease, dust and other contaminants.

Apply MastaGrip daubs 200mm minimum from fasteners and plasterboard edges.

Fastener Only Method

Use the ‘Fastener Only Method’ in tiled or fire rated areas. Stud adhesive is not permitted.

The ‘Fastener and Adhesive Method’ is recommended for non-fire rated applications.

MastaGrip will:

Minimise fastener popping

Reduce the number of fastener heads that may show in glancing light

Assist in compensating for frame irregularities.

All joints not made on a framing member should be back-blocked in single layer ceiling systems. External ceilings have special requirements. [Refer to Section 2.2]

Plasterboard Layout

3.4.1


CEILINGS UNDER A FLOOR AND UNDER A ROOFPlasterboard Fixing Installation

Plasterboard Thickness 1st Layer 2nd Layer 3rd Layer

6.5mm 25mm screw 25mm screw –

10mm 25mm screw 40mm screw* –

13mm 25mm screw 40mm screw* 60mm screw*

16mm 30mm screw 45mm screw* 65mm screw*

For steel ≤ 0.75mm BMT minimum 6g fine thread needle point screws. For steel ≥ 0.75mm BMT minimum 6g fine thread drill point screws. *38mm – 10g Laminating screws may be used as detailed in installation diagrams.

FASTENER TYPE AND MINIMUM SIZE FOR THE INSTALLATION OF PLASTERBOARD TO SOFTWOOD TIMBER


6.5mm30mm x 2.8 galvanised nail

or 25mm x 2.8 ring shank nail or 25mm screw

40mm x 2.8 galvanised nail or 30mm x 2.8 ring shank nail

or 30mm screw–

10mm40mm x 2.8 galvanised nail


50mm x 2.8 galvanised nail or 40mm screw* –

13mm40mm x 2.8 galvanised nail or 30mm x 2.8 ring shank nail or

30mm screw

50mm x 2.8 galvanised nail or 45mm screw*


16mm 50mm x 2.8 galvanised nail or 45mm screw



For timber use minimum 6g needle point screws. *38mm – 10g Laminating screws may be used as detailed in installation diagrams.

FASTENER TYPE AND MINIMUM SIZE FOR THE INSTALLATION OF PLASTERBOARD TO HARDWOOD TIMBER


6.5mm30mm x 2.8 galvanised nail


30mm x 2.8 galvanised nail or 25mm x 2.8 ring shank nail

or 30mm screw–



40mm x 2.8 galvanised nail or 35mm screw* –





16mm 40mm x 2.8 galvanised nail or 30mm screw



For timber use minimum 6g needle point screws. *38mm – 10g Laminating screws may be used as detailed in installation diagrams.

SCREW TYPE AND MINIMUM SIZE FOR THE INSTALLATION OF PLASTERBOARD TO STEEL

3.4.1



FIGURE 12 Non-Fire Rated - 1 Layer1/3 Screw and Adhesive Method

Sealant If required, use sealant to maintain acoustic integrity Adhesive daubs 200mm

min from screw points

Field Adhesive daubs 25mm diameter, 15mm high and 230mm max spacing

Stagger butt joints by 600mm min on adjoining sheets

Butt Joints - Level 4 or 5Float butt joints centrally between framing members for Level 4 or 5 Finish and back-block

Recessed EdgesFix on each framing member

Framing at 600mm max centres

CenterlineScrew

Butt Joints - Level 3, Openingsand Control JointsFix at 200mm max centres.Butt joints may be made on framing members for Level 3 Finish


10 - 50mm

200mm max staggered

50mm

FIGURE 11 Non-Fire Rated - 1 LayerScrew and Adhesive Method

Sealant If required, use sealant to maintain acoustic integrity Adhesive daubs

200mm min - 230mm max from screw points





Adhesive daubs 25mm diameter, 15mm high

10 - 50mm

200mm max staggered

Screw

50mm

Adhesive

On 1350mm wide sheets use temporary fasteners until adhesive sets

Sheet Width Fixing Pattern600mm S S S900mm S A S A S1200mm S A S A S A S1350mm S A S A S A S

Sheet Width Fixing Pattern600mm S S S900mm S A S A S1200mm S A S A S A S1350mm S A S A S A S

3.4.1



FIGURE 14 Non-Fire Rated - 2 LayersScrew Only Method

Sealant If required, use sealant to maintain acoustic integrity

Field300mm max






Butt Joints - Openingsand Control JointsFix at 200mm max centres.

10 - 50mm

200mm max staggered

50mm

FIGURE 13 Non-Fire Rated - 1 LayerScrew Only Method

Sealant If required, use sealant to maintain acoustic integrity

2nd layer - Stagger butt joints by 600mm min on adjoining sheets

Butt Joints 1st layer - Fix on a framing member at 200mm max centres. Butt joints on adjoining sheets may be made on the same framing member

Butt Joints2nd layer - Float butt joints centrally between framing members. Laminate to 1st layer using laminating screws at 200mm max centres

Recessed EdgesFix on each framing memberFraming at 600mm

max centres

10 - 50mm

200mm max

Screw

1st layer

2nd layer

Screw

50mm

300mm max

300mm max

300mm max

200mm max

Stagger butt joints by 600mm between layers

Stagger recessed edges by 300mm min between layers

Sheet Width Fixing Pattern600mm S S S900mm S S S S

1200mm S S S S S1350mm S S S S S S

3.4.1



Field200mm max


Butt Joints, Openingsand Control JointsFix on a framing member at 100mm max centres



10 - 50mm

50mm

Screw

Sealant Use fire and acoustic sealant on all gaps and around perimeter to maintain integrity


Jointing Only joint the face layer.As a minimum, use paper tape with either two coats of MastaBase/MastaLongset or three coats of MastaLite.

FIGURE 15 Fire Rated - 1 LayerScrew Only Method

100mm max

Laminate at 200mm max

Butt Joints 2nd layer - For framing below 450mm centres, fix butt joints at 100mm max centres, or alternatively float centrally between framing members and laminate to 1st layer using laminating screws at 200mm max centres.


Butt Joints 1st layer - Fix on a framing member at 100mm max centres. Butt joints on adjoining sheets may be made on the same framing member


10 - 50mm

Screw

1st layer

2nd layer50mm

200mm max


200mm max

Butt Joints 2nd layer - For framing between451 - 600mm centres, float butt joints centrally between framing members and laminate to 1st layer using laminating screws at 200mm max centres



FIGURE 16 Fire Rated - 2 LayersScrew Only Method


Openings and Control JointsFix to framing member at 100mm max centres.

100mm max

Sheet Width Fixing Pattern600mm S S S S900mm S S S S S S1200mm S S S S S S S1350mm S S S S S S S S


3.4.1



Butt Joints 1st and 2nd layer - Fix on a framing member at 100mm max centres. Butt joints on adjoining sheets may be made on the same framing member

FIGURE 17 Fire Rated - 3 LayersScrew Only Method


3rd layer - Stagger butt joints by 600mm min on adjoining sheets


10 - 50mm

1st layer

3rd layer

2nd layer

50mm

1st and 2nd layer 200mm max

200mm max

Laminate at 200mm max

Screw

Butt Joints3rd layer - Float butt joints centrally between framing members and laminate to 2nd layer using laminating screws at 200mm max centres




Openings and Control JointsFix to framing member at 100mm max centres.

100mm max

100mm max



3.4.1 CEILINGS UNDER A FLOOR AND UNDER A ROOFConstruction DetailsDetails

266 Technical Advice 1300 724 505 knaufmetal.com.au

3.4.1

266

Details

FIRE RATED AND NON-FIRE RATEDINTERNAL DIRECT FIX CEILINGS

FIGURE 20 Direct Fix CeilingAnchor Clip M6 Thread and Furring ChannelSections

FIGURE 19 Direct Fix CeilingLong A Clip and Furring ChannelSections

Long A Clip(AC26-180)

Cavity size80 - 180mm

Adjustable Mount(ACFCAM)


FIGURE 18 Direct Fix CeilingA Clip and Furring ChannelSections

A Clip(AC26-80)

Minimum2 x 10g screws

Minimum2 x 10g screws


Furring Channel Anchor Clip M6 Thread (AC37-M6)

FIGURE 21 Direct Fix CeilingAdjustable Mount and Furring ChannelSections

Tap In Anchor - ø 6mm80mm length ACTP80120mm length ACTP120 150mm length ACTP150


Direct fixing clips may generate noise when fixed to materials subject

to daily thermal expansion and contraction

3.4.1CEILINGS UNDER A FLOOR AND UNDER A ROOFConstruction Details

267Technical Advice 1300 724 505 knaufplasterboard.com.au

Details

Resilient Mount(AC001) Resilient Mount M6 Thread

(AC001M6)

Adjustable Resilient Mount(ACFCRESAM)


FIRE RATED AND NON-FIRE RATEDINTERNAL DIRECT FIX CEILINGS - ACOUSTIC CLIPS

FIGURE 26 Direct Fix CeilingAdjustable Resilient Mount and Furring ChannelSections

FIGURE 24 Direct Fix CeilingResilient Mount and Furring ChannelSections


FIGURE 25 Direct Fix CeilingResilient Mount M6 Thread and Furring ChannelSections




Resilient Mount(AC001) Resilient Mount M6 Thread

(AC001M6)

Adjustable Resilient Mount(ACFCRESAM)


FIRE RATED AND NON-FIRE RATEDINTERNAL DIRECT FIX CEILINGS - ACOUSTIC CLIPS

FIGURE 26 Direct Fix CeilingAdjustable Resilient Mount and Furring ChannelSections

FIGURE 24 Direct Fix CeilingResilient Mount and Furring ChannelSections


FIGURE 25 Direct Fix CeilingResilient Mount M6 Thread and Furring ChannelSections






FIRE RATED AND NON-FIRE RATEDINTERNAL SUSPENSION ROD CLIPS

FIGURE 33 Suspended CeilingSuspension Rod AnchorSections

FIGURE 29 Suspended CeilingSpring Adjustable Direct Fix Clip to ConcreteSections

6x60mm SuspensionRod Anchor (ACTP60)

Spring Adjustable Direct Fix Clip(AC60LDF)

Spring Adjustable Direct Fix Clip(AC60DF)

Suspension Rod Multi-purpose Bracket (AC47-74)

Suspension RodFlat Bracket(AC-74)

Suspension Rod(AC21 or ACTROE)





FIGURE 31 Direct Fix CeilingResilient Mount and Furring ChannelSection

FIGURE 32 Direct Fix CeilingResilient Mount and Furring ChannelSection

FIGURE 30 Suspended CeilingSpring Adjustable Direct Fix Clip to PurlinSections



Details


FIRE RATED AND NON-FIRE RATEDTOP CROSS RAIL CLIPS

FIGURE 34 Suspended CeilingSpring Adj Suspension Rod to TCR ClipSections

FIGURE 36 Suspended CeilingTop Cross Rail Direct Fix Clip to PurlinSections

FIGURE 35 Suspended CeilingThreaded Rod to Top Cross Rail ClipSections

Top Cross Rail Direct Fix to Purlin Clip(AC66)


Threaded Rod to Top Cross Rail Clip

(AC24)

Suspension Rod Threaded One End(ACTROE)Spring Adj. Suspension

Rod to TCR Clip(AC60)


Suspension Rod(AC21)



FIRE RATED AND NON-FIRE RATEDTOP CROSS RAIL CLIPS

FIGURE 34 Suspended CeilingSpring Adj Suspension Rod to TCR ClipSections

FIGURE 36 Suspended CeilingTop Cross Rail Direct Fix Clip to PurlinSections

FIGURE 35 Suspended CeilingThreaded Rod to Top Cross Rail ClipSections

Top Cross Rail Direct Fix to Purlin Clip(AC66)


Threaded Rod to Top Cross Rail Clip

(AC24)

Suspension Rod Threaded One End(ACTROE)Spring Adj. Suspension

Rod to TCR Clip(AC60)


Suspension Rod(AC21)




NON-FIRE RATEDINTERNAL DIRECT FIX CEILINGS

FIGURE 37 Direct Fix CeilingPerimeter detail for acoustic integritySection

FIGURE 38 Direct Fix CeilingPerimeter detail for acoustic integritySection

200mm max





Suspended ceiling systems like battens installed with clips, do not provide

sufficient diaphragm action to transfer wind loads to bracing walls. As such, an alternative method of transfering these loads must be used.



5-10mm clearance to plasterboard.Sealant, if required to maintain acoustic integrity

Non-fire rated plasterboard

Perimeter fixings at 600mm max centres and 100mm max from ends

FIGURE 39 Suspended CeilingPerimeter detailSection

FIGURE 40 Suspended CeilingPerimeter detailSection

200mm max

20mmFurring Channel(AFC18 or AFC28)

200mm TCR ceiling stabiliser (ATCR25 or ATCR38)

Clik Clak(AC39)



Selected Top Cross Rail ClipPerimeter fixings at 600mm max centres and 100mm max from ends

Furring Channel (AFC18 or AFC28)




300mm max

5-10mm clearance to plasterboardNon-fire rated plasterboard

FIGURE 41 Suspended CeilingPerimeter detail for acoustic integritySection

FIGURE 42 Suspended CeilingPerimeter detail for acoustic integritySection

200mm max

20mmFurring Channel(AFC18 or AFC28)

200mm TCR ceiling stabiliser (ATCR25 or ATCR38)

Clik Clak(AC39)

600mm max



Furring Channel (AFC18 or AFC28)




300mm max

5-10mm clearance to plasterboard.Sealant, if required to maintain acoustic integrity


NON-FIRE RATEDINTERNAL SUSPENDED CEILINGS

Furring Channel Track (AT28) fixed at 600mm max centres and 100mm max from ends

Furring Channel Track (AT28) fixed at 600mm max centres and 100mm max from ends

5-10mm

5-10mm

5-10mm



Details

FIGURE 47 Suspended CeilingAngled detail for fire and acoustic integritySection

FIGURE 48 Suspended CeilingAngled detail for fire and acoustic integritySection

Top cross railScrew each side of lock-key to top cross rail

Screws or rivetsInstall min 0.7mm BMT steel backing angle with 50mm min legs

Use plaster surform or blade to trim plasterboard Use plaster surform or

blade to trim plasterboard

Install min 0.7mm BMT steel backing angle with 50mm min legs

Top cross rail

Screws or rivets

Screw each side of lock-key to top cross rail

FIRE RATEDINTERNAL SUSPENDED CEILINGS

FIRE RATEDINTERNAL DIRECT FIX CEILINGS

FIGURE 45 Suspended CeilingPerimeter detail for fire and acoustic integritySection

FIGURE 46 Suspended CeilingPerimeter detail for fire and acoustic integritySection

450 or 600mm max, refer to System tables

450 or 600mm max, refer to System tables

20mmFurring Channel(AFC28)

200mm TCR ceiling stabiliser (ATCR38)

Clik Clak(AC39)

600mm max



50x50mm Steel Angle (ABA50) fixed at 600mm max centres and 100mm max from ends

Furring Channel (AFC28)

Top Cross Rrail(ATCR38)

Top Cross Rrail(ATCR38)

Furring Channel Track(AT28)

300mm max

5-10mm clearance to plasterboard. Fire and acoustic sealant required to maintain integrity

5-10mm

5-10mm

Fire rated plasterboard

50x50mm Steel Angle (ABA50) fixed at 600mm max centres and 100mm max from ends

FIGURE 43 Direct Fix CeilingPerimeter detail for fire and acoustic integritySection

FIGURE 44 Direct Fix CeilingPerimeter detail for fire and acoustic integritySection



Furring Channel(AFC28)

600mm max

Furring Channel(AFC28)


5-10mm clearance to plasterboard. Fire and acoustic sealant required to maintain integrity

Fire rated plasterboard

Perimeter fixings at 600mm max centres and 100mm max from ends

Fill any gaps with Knauf Bindex Fire and Acoustic Sealant to maintain integrity



FIRE RATEDINTERNAL SUSPENDED CEILINGS

FIGURE 49 Suspended CeilingBulkhead detailSection

FIGURE 50 Suspended CeilingBulkhead detailSection

Furring channel

Must use minimum of 2 furring channels on a drop section

Furring channel

Top cross rail

Top cross rail

Suspension rod Suspension rod


Screw top cross rails together

Screw each side of lock-key to top cross rail

AngleDrop

Drop

Screw

Notch furring channel sides and bottom then fold

Remove top of furring channel, cut sides then fold


Screw

Overlap sheet edges at corners

50x50mm steel angle (ABA50) required behind corners





Details

Stopping Bead (APSB06, APSB10APSB13, APSB16)

Control Joint Bead (APXJ30)

NON-FIRE RATEDCONTROL JOINTS FOR FURRING CHANNEL CEILINGS

FIGURE 51 Ceiling Control JointParallel to furring channelSection

FIGURE 52 Ceiling Control JointPerpendicular to furring channelSection

Furring Channel(AFC18 or AFC28) parallel to control joint

Furring Channel(AFC18 or AFC28) perpendicular to control joint


100mm maxControl Joint Bead (APXJ30)

200mm max


Furring Channel Joiner (AC38)

Fix to FurringChannel Track (AT28)

at 200mm max centres



Plasterboard backing strip same thickness as ceiling

100mm max





200mm max


120mm max

38mm - 10g Laminating screws at 300mm max centres to one side only

120mm max 20mm max






100mm maxScrew laminate face layer to previous layer


Screw laminate face layer to previous layer



200mm max


120mm max


120mm max 20mm max


Optional Stopping Angle (APSA10, APSA13APSA16, APSA20)

Optional Stopping Bead (APSB06, APSB10APSB13, APSB16)





FIRE RATEDCONTROL JOINTS FOR FURRING CHANNEL CEILINGS



Fire rated plasterboard backing strip same thickness as ceiling

100mm maxOptional Control Joint Bead (APXJ30)




Furring Channel(AFC18 or AFC28) perpendicular to control joint

200mm max


120mm max 120mm max 20mm max






100mm max Fire sealant required to maintain fire and acoustic integrity

Fire sealant required to maintain fire and acoustic integrity






200mm max


120mm max


120mm max 20mm max








100mm max Fire sealant required to maintain fire and acoustic integrity

Fire sealant required to maintain fire and acoustic integrity






200mm max


120mm max


120mm max 20mm max






Details

Cornice cement

Square set corner

NON-FIRE RATEDCEILING FINISHING DETAILS

FIRE RATED AND NON-FIRE RATEDCEILING FINISHING DETAILS

FIGURE 68 Finishing Detail - CorniceValid for 1, 2 or 3 layer ceiling systemsSection

FIGURE 67 Finishing Detail - Bare finish with SealantValid for 1, 2 or 3 layer ceiling systemsSection

FIGURE 69 Finishing Detail - ShadowlineValid for 2 or 3 layer ceiling systems onlySection

Fire rated or Non-fire rated plasterboard





Shadowline Stopping Angle (APSASL30)

Wall Angle (AXGSWA2419-36)

FIGURE 66 Finishing Detail - Stopping AngleValid for 1, 2 or 3 layer ceiling systemsSection

5-10mm

5-10mm

5-10mm

FIGURE 71 Finishing Detail - Wall AngleValid for 1, 2 or 3 layer ceiling systemsSection


5-10mm

Wall Angle (AXGSTEELWASL-36, AXGALUMWASL-36)

FIGURE 70 Finishing Detail - Shadowline Wall AngleValid for 2 or 3 layer ceiling systems onlySection


5-10mm

10mm

Do not rigidly fix cornice to non-load bearing wall head and soffit, as slab deflection is expected.

FIGURE 72 Finishing Detail - Square SetValid for 1, 2 or 3 layer ceiling systemsSection


5-10mm

Not suitable for single layer ceiling


FIGURE 63 Finishing Detail - ShadowlineSection



10mm

FIGURE 65 Finishing Detail - Stopping BeadSection



Gaps around the ceiling perimeter may

reduce acoustic perforamnce

FIGURE 64 Finishing Detail - Casing BeadSection


Casing Bead (APCB06, APCB10APCB13, APCB16)

Low tolerance for building movement and slab deflection

Cornice cement

Square set corner

NON-FIRE RATEDCEILING FINISHING DETAILS

FIRE RATED AND NON-FIRE RATEDCEILING FINISHING DETAILS

FIGURE 68 Finishing Detail - CorniceValid for 1, 2 or 3 layer ceiling systemsSection

FIGURE 67 Finishing Detail - Bare finish with SealantValid for 1, 2 or 3 layer ceiling systemsSection

FIGURE 69 Finishing Detail - ShadowlineValid for 2 or 3 layer ceiling systems onlySection







Wall Angle (AXGSWA2419-36)

FIGURE 66 Finishing Detail - Stopping AngleValid for 1, 2 or 3 layer ceiling systemsSection

5-10mm

5-10mm

5-10mm

FIGURE 71 Finishing Detail - Wall AngleValid for 1, 2 or 3 layer ceiling systemsSection


5-10mm

Wall Angle (AXGSTEELWASL-36, AXGALUMWASL-36)

FIGURE 70 Finishing Detail - Shadowline Wall AngleValid for 2 or 3 layer ceiling systems onlySection


5-10mm

10mm

Do not rigidly fix cornice to non-load bearing wall head and soffit, as slab deflection is expected.

FIGURE 72 Finishing Detail - Square SetValid for 1, 2 or 3 layer ceiling systemsSection


5-10mm



FIGURE 63 Finishing Detail - ShadowlineSection



10mm

FIGURE 65 Finishing Detail - Stopping BeadSection



Gaps around the ceiling perimeter may

reduce acoustic perforamnce

FIGURE 64 Finishing Detail - Casing BeadSection


Casing Bead (APCB06, APCB10APCB13, APCB16)

Low tolerance for building movement and slab deflection



FIRE RATED AND NON-FIRE RATEDFIRE PENETRATION DETAILS

FIGURE 74 Typical Metal Pipe PenetrationMaintains FRL – Valid for 1, 2 and 3 layer ceilingsExample only

FIGURE 73 Typical Metal Pipe PenetrationMaintains FRL – Valid for 1, 2 and 3 layer ceilingsExample only

FIGURE 77 Typical Fire SpringFRL 60/60/60 ceilings

FIGURE 75 Typical Sprinkler PenetrationMaintains FRL – Valid for 1, 2 and 3 layer ceilingsExample only

FIGURE 78 Typical Fire SpringFRL 60/60/60 ceilings

FIGURE 76 Cable PenetrationMaintains FRL – Valid for 1, 2 and 3 layer ceilings

Cable

Fire sealant

Two 100x100mm pieces of 16mm FireShield adhered to ceiling with MastaBase or MastaCove. First piece with groove to accommodate cable

Fire sealant

Fill with Promat Promaseal acrylic sealant or fire sealant

Fill with Promat Promaseal acrylic sealant or fire sealant

Sealant

Metal pipe

18mm max

22mm Promaseal IBS rod. For larger gap sizes refer to Promat

IBS strip 50x20mm. For larger gap sizes refer to Promat.

Steel wire mesh to maintain distance from combustible materials where insulation criteria is required. For use around pipes when combustible materials may come within 100mm from metal pipes that are not insulated.

Metal pipe

13mm max

Metal pipe 10mm max

Fire sealant

Support sprinkler pipe independently of ceiling lining

Fyre Guard spring retrofit installation

25mm

Cable

Fyre Guard spring installed as ceiling is sheeted

Flatten spring coil between layers

25mm

100mm min square

Combustible material must not be located within 100mm of

the pipe for a distance of 2m from the penetration.

Combustible material must not be located within 100mm of

the pipe for a distance of 2m from the penetration.

These fire rated penetration details may follow the proprietry

installation requirements from particular fire protection product manufacturers. Installation instructions and product performance must be verified by the fire protection product manufacturer.

For systems up to FRL 60/60/60



Details

FIRE RATED AND NON-FIRE RATEDLIGHT FITTING DETAILS

FIGURE 80 Typical Recessed Light FittingMaintains FRL of ceilingPerspective

450mm max

FIGURE 79 Typical Recessed Light FittingMaintains FRL of ceilingSection

Notch furring channel sides and bottom then fold

Two direct fix A-clips (AC26-80). One on both sides of furring channel

Two Direct Fix A-Clips (AC26-80). One on both sides of furring channel

Extra top cross rails to support light fitting

Furring channel

0.55mm BMT plate in furring channel (cut from wall track)

Washer under hanging bolt

Hanging bolts

Screws or rivets

Protection Box. 0.5mm galvanised steel. Size to suit light fitting

Protection Box. 0.5mm galvanised steel. Size to suit light fitting

50mm maxLight fittingLight fitting trim

Screw at 300mm max

Top cross rail suspension clip

Overlap sheet edges at corners

28mm furring channel

Protection box plate supporting light

Typically 100mm

450mm max



FIRE RATED AND NON-FIRE RATEDLIGHT FITTING DETAILS

FIRE RATED AND NON-FIRE RATEDINSPECTION HATCH DETAIL

FIRE RATEDFIRE DAMPER DETAIL

FIGURE 82 Surface Light FittingPerspective

FIGURE 81 Surface Light FittingPerspective

Extra short top cross rail to support light Furring channel

Surface mounted light parallel furring channel

Top cross rail

Extra short top cross rail to support light

Surface mounted light perpendicular to furring channel

Furring channel

Top cross rail



Promaseal fire sealant

Fixing holes51mm steel stud frame around perimeter

16mm FireShield

FIGURE 83 Typical FRL –/60/60 Ceiling Inspection HatchExample onlySection

Steel or timber stud frame around perimeter

Fire sealantOpposed blade damper Ceiling diffuser

16mm FireShield

25mm screws fixedto plenum box at 150mm max centres

Plenum box independently fixed from the ceiling

FIGURE 84 FRL –/60/60 + RISF Ceiling Fire DamperExample onlySection

150mm min

Plenum box (0.7 swg min)

Lorient LVH-C Series intumescent fire damper. Refer to Lorient for sizing and other FRLs

Lorient LVH44 intumescent fire damper

150mm max

Circular spigot

Flexible duct

Refer to ceiling inspection hatch manufacturer for

correct installation detail.

Refer to fire damper manufacturer for correct installation detail.

Documents

Ceilings Under a Floor and Under a Roof · 224 Technical Advice 1300 724 505 knaufmetal.com.au CEILINGS UNDER A FLOOR AND UNDER A ROOF Systems Ceilings Under Floors 3.4.1 KF10-KF19