gable restraint system technical guide · this nhbc accepted “whole system” solution...

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C e l e b r a t i n g o v e r 4 0 y e a r s o f c o m m i t m e n t TECHNICAL GUIDE GABLE RESTRAINT SYSTEM A brand of NOW UP TO 5 STOREYS

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  • Cel

    ebra

    ting over 40 years

    of commi tm

    ent

    TECHNICAL GUIDEGABLE RESTRAINT SYSTEM

    A brand of

    NOW UP TO 5 STOREYS

  • ITW Construction Products’ Cullen brand of timber engineering connectors has been synonymous with innovation and quality for over forty years. In collaboration with national housebuilders, the Trussed Rafter Association and industry partners, ITWs technical experts have created an innovative system featuring the Cullen Gable Restraint Bracket for a complete solution to connect timber gables to masonry walls.

    The details have been developed to safely transfer lateral wind load on the masonry and timber gable ends into the braced roof diaphragm. This provides a verified connection between timber gable panels to masonry walls. The details give an option to have a continuous wall plate or a stepped wallplate with the gable wall plate being raised to suit the bottom chord depth of the truss. Either of the details meets the minimum requirement of Building Regulations 2010 approved document A, Scottish Building regulations domestic, NHBC Standards for houses of five storeys or less in England and Wales and four storeys or less in Scotland. Both details are accepted by NHBC.

    This NHBC accepted “whole system” solution incorporating the Cullen Gable Restraint Bracket and restraint straps including Paslode nail fixings with all centres, spacings and connections already calculated means that whenever our detail is followed the system is underwritten by ITW Construction Products.

    Gable Restraint System

    Gable Restraint Bracket Installation

    Gable Restraint Bracket & Application

    10mm maximum mortar bed on wall prior to wallplate being fixed.

    Components:

    Patent Pending

    Gable restraint brackets placed on wall at 1200mm* maximum centres (no fixings required).

    *for buildings up to 3 storey England & Wales and 2 storey Scotland

    38-75mm wallplate bedded on mortar and fixed to gable restraint brackets with 3.5x40mm wood screws (2 no. per bracket).

    — Wallplate

    — Mortar

    — Gable Restraint Brackets

    — Wall

    Gable panel

    Timber wallplate

    Mortar bed

    Masonry wall

    Gable restraint bracket

  • 225m

    m M

    AX

    Gable Panel

    Breather membrane toface of gable panel

    Cullen FT Timber framewall ties

    Continuous wallplate38mm min-75mmmaximum depthMortar bed

    Cullen Gable RestraintBracket (GRB) atmaximum 1200mmcentres

    Cavity insulation shownfor indicative purposesonly - thermal bridgingand SAP calculations tobe plot specific

    Solid blocking between truss andgable panel at horizontal restraintstrap positions

    Gable Panel to wallplate fixing -Paslode 3.1mm dia x min 75mmlong smooth shank nails atmaximum 175mm centres

    Vertical holding down strap pluggedand screwed to blockwork atmaximum 1.8m centresEither VRS-900-100 or PFS-1200-F /LDGS-1200-F

    225mm maximum heightbetween underside ofwallplate and horizontalrestraint strap

    Roof insulation

    Longitudinal truss bracing

    Level of truss wallplate

    Cullen RST-3 restraint straps at maximum 1200mm centrefixed to longitudinal truss bracing / additional longitudinal bracing with 8no. 4x25mm steel screws fixed to gable panel stud with 3no. 3.4x35mm square twist nails

    Insulation continued intogable panel

    Vertical restraint strap tobe face fixed to verticalstud with 4no. 3.4x35mmsquare twist nails

    Cavity trays and firestopsto be detailed by buildingdesigner

    Continuous wallplate38mm min-75mmmaximum depth

    Cullen Gable RestraintBracket (GRB) atmaximum 1200mmcentres

    Mortar bed

    1800mm maximumVertical restraint strap plugged and screwed toblockwork at maximum 1.8m centres either -Cullen VRS-900-100 installed to top of gable panelbottom railorCullen PFS-1200-F / LDGS-1200-F nailed to face of gablepanel vertical studs.

    Cullen RST-3 restraint straps at maximum1200mm centresfixed to additional longitudinal bracingwith 8no. 4x25mm steel screwsfixed to gable panel stud with 3no.3.4x35mm square twist nails

    or

    Bottom rail of gablepanel

    Truss profile

    Vertical restraint strap to be face fixed to vertical stud with 4no. 3.4x35mm square twist nails

    or

    Cullen VRS-900-100 fixed to top of bottom rail with 4no. 3.4x35mm square twist nails

    Gable Panel (with orwithout gable ladder)

    2000m

    m max

    2000m

    m max

    2000m

    m max

    Cullen PFS restraint straps fixed to solid timber nogginsbetween trusses at maximum 2000mm centres with3.4x35mm square twist nails, 8no. to noggins and 4no.to gable panel (2no. top face & 2no. cavity face)

    1200mm max

    1200mm max 1200mm max 1200mm max

    Gable Panel (withoutgable ladder)

    2000m

    m max

    2000m

    m max

    Class 1 Buildings / houses of single occupancy three storeys or less England & Wales and two storeys or less Scotland

    Timber Gable to Masonry fixing detail to cold roofs - Continuous Wallplate

  • Gable Restraint System

    Class 1 Buildings / houses of single occupancy three storeys or less England & Wales and two storeys or less Scotland

    Timber Gable to Masonry fixing detail to cold roofs - Raised Gable Wallplate

    Gable Panel

    Breather membrane toface of gable panel

    Cullen FT Timber framewall ties

    Wallplate 38mmmin-75mm maximumdepth

    Mortar bed

    Cullen Gable RestraintBracket (GRB) atmaximum 1200mmcentres

    Cavity insulation shownfor indicative purposesonly - thermal bridgingand SAP calculations tobe plot specific

    Cullen PFS-1500-100-Bhorizontal restraint strap

    Insulation continued intogable panel

    Roof insulation

    Longitudinal trussbracing (depth can varyto suit blockwork level)

    Level of truss wallplateLevels to be adjusted toensure top of bracinginline with top ofblockwork

    Solid blocking between truss andgable panel at horizontal restraintstrap positions

    Gable Panel to wallplate fixing -Paslode 3.1mm dia x min 75mmlong smooth shank nails atmaximum 175mm centres

    Vertical holding down strap pluggedand screwed to blockwork atmaximum 1.8m centresEither VRS-900-100 or PFS-1200-F /LDGS-1200-F

    Vertical restraint strap tobe face fixed to verticalstud with 4no. 3.4x35mmsquare twist nails

    Cavity trays and firestopsto be detailed by buildingdesigner

    Cullen PFS restraintstraps fixed tolongitudinal truss bracing/ additional longitudinalbracing at maximum 2mcentres with 8no.4x25mm steel screws

    Cullen Gable RestraintBracket (GRB) atmaximum 1200mmcentres

    1800mm maximumVertical restraint strap plugged and screwed toblockwork at maximum 1.8m centres either -Cullen VRS-900-100 installed to top of gable panelbottom railorCullen PFS-1200-F / LDGS-1200-F nailed to face of gablepanel vertical studs.

    Cullen PFS restraintstraps bedded in mortarjoint between top ofmasonry and wallplateand fixed to longitudinaltruss bracing maximum2000mm centres with8no. 4x25mm steelscrews

    or

    Vertical restraint strap tobe face fixed to verticalstud with 4no. 3.4x35mmsquare twist nails

    or

    Cullen VRS-900-100 fixedto top of bottom rail with4no. 3.4x35mm squaretwist nails

    Truss profile

    2000m

    m max

    2000m

    m max

    2000m

    m max

    1200mm max

    2000mm max

    2000m

    m max

    2000m

    m max

    Gable Panel (with orwithout gable ladder)Cullen PFS restraint straps fixed to solid timber noggins

    between trusses at maximum 2000mm centres with 3.4x35mm square twist nails, 8no. to noggins and 4no. to gable panel (2no. top face & 2no. cavity face)

    1200mm1 max1200mm1 max

    Gable Panel (withoutgable ladder)

    Bottom rail of gablepanel

    Continuous wallplate38mm min-75mmmaximum depth

    Mortar bed

  • Class 2a Buildings / houses of single occupancy five storeys or less England & Wales and four storeys or less Scotland

    Timber Gable to Masonry fixing detail to cold roofs - Continuous Wallplate

    225m

    m M

    AX

    Gable Panel

    Breather membrane toface of gable panel

    Cullen FT Timber framewall ties

    Continuous wallplate38mm min-75mmmaximum depthMortar bed

    Cullen Gable RestraintBracket (GRB) atmaximum 750mmcentres

    Cavity insulation shownfor indicative purposesonly - thermal bridgingand SAP calculations tobe plot specific

    Solid blocking between truss andgable panel at horizontal restraintstrap positions

    Gable Panel to wallplate fixing -Paslode 3.1mm dia x min 75mmlong smooth shank nails atmaximum 100mm centres

    Vertical holding down strap pluggedand screwed to blockwork atmaximum 1.8m centresEither VRS-900-100 or PFS-1200-F /LDGS-1200-F

    225mm maximum heightbetween underside ofwallplate and horizontalrestraint strapInsulation continued intogable panel

    Vertical restraint strap tobe face fixed to verticalstud with 4no. 3.4x35mmsquare twist nails

    Cavity trays and firestopsto be detailed by buildingdesigner

    Roof insulation

    Longitudinal truss bracing

    Level of truss wallplate

    Cullen RST-3 restraint straps at maximum 750mm centresfixed to longitudinal truss bracing / additional longitudinal bracing with 8no. 4x25mm steel screws fixed to gable panel stud with 3no. 3.4x35mm square twist nails

    Continuous wallplate38mm min-75mmmaximum depth

    Cullen Gable RestraintBracket (GRB) atmaximum 750mmcentres

    Mortar bed

    1800mm maximumVertical restraint strap plugged and screwed toblockwork at maximum 1.8m centres either -Cullen VRS-900-100 installed to top of gable panelbottom railorCullen PFS-1200-F / LDGS-1200-F nailed to face of gablepanel vertical studs.

    or

    750mm max 750mm max 750mm max 750mm max

    800mm max 800mm max 800mm max 800mm max 800mm max

    Truss profile

    Vertical restraint strap to be face fixed to vertical stud with 4no. 3.4x35mm square twist nails

    or

    Cullen VRS-900-100 fixed to top of bottom rail with 4no. 3.4x35mm square twist nails

    1250m

    m max

    1250m

    m max

    Gable Panel (withoutgable ladder)

    Cullen PFS restraint straps fixed to solid timber noggins between trusses at maximum 1250mm centres with 3.4x35mm square twist nails, 8no. to noggins and 4no. to gable panel (2no. top face & 2no. cavity face)

    Cullen RST-3 restraint straps at maximum800mm centres fixed to additional longitudinal bracing with 8no. 4x25mm steel screwsfixed to gable panel stud with 3no.3.4x35mm square twist nails

    Gable Panel (with orwithout gable ladder)

    Bottom rail of gablepanel

    1250m

    m max

    1250m

    m max

    1250m

    m max

    1250m

    m max

    1250m

    m max

    1250m

    m max

  • Gable Restraint System

    Class 2a Buildings / houses of single occupancy five storeys or less England & Wales and four storeys or less Scotland

    Timber Gable to Masonry fixing detail to cold roofs - Raised Gable Wallplate

    Gable Panel

    Breather membrane toface of gable panel

    Cullen FT Timber framewall ties

    Wallplate 38mmmin-75mm maximumdepth

    Mortar bed

    Cullen Gable RestraintBracket (GRB) atmaximum 750mmcentres

    Cavity insulation shownfor indicative purposesonly - thermal bridgingand SAP calculations tobe plot specific

    Cullen PFS-1500-100-Bhorizontal restraint strap

    Insulation continued intogable panel

    Roof insulation

    Longitudinal trussbracing (depth can varyto suit blockwork level)

    Level of truss wallplate

    Cullen PFS restraintstraps fixed tolongitudinal truss bracing/ additional longitudinalbracing at maximum1.25m centres with 8no.4x25mm steel screws

    Levels to be adjusted toensure top of bracinginline with top ofblockwork

    Solid blocking between truss andgable panel at horizontal restraintstrap positions

    Gable Panel to wallplate fixing -Paslode 3.1mm dia x min 75mmlong smooth shank nails atmaximum 100mm centres

    Vertical holding down strap pluggedand screwed to blockwork atmaximum 1.8m centresEither VRS-900-100 or PFS-1200-F /LDGS-1200-F

    Vertical restraint strap tobe face fixed to verticalstud with 4no. 3.4x35mmsquare twist nails

    Cavity trays and firestopsto be detailed by buildingdesigner

    Continuous wallplate38mm min-75mmmaximum depth

    Cullen Gable RestraintBracket (GRB) atmaximum 750mmcentres

    Mortar bed

    1800mm maximumVertical restraint strap plugged and screwed toblockwork at maximum 1.8m centres either -Cullen VRS-900-100 installed to top of gable panelbottom railorCullen PFS-1200-F / LDGS-1200-F nailed to face of gablepanel vertical studs.

    Cullen PFS restraintstraps bedded in mortarjoint between top ofmasonry and wallplateand fixed to longitudinaltruss bracing maximum1250mm centres with8no. 4x25mm steelscrews

    or

    Vertical restraint strap tobe face fixed to verticalstud with 4no. 3.4x35mmsquare twist nails

    or

    Cullen VRS-900-100 fixedto top of bottom rail with4no. 3.4x35mm squaretwist nails

    Truss profile

    750mm max 750mm max 750mm max 750mm max

    1250mm max1250mm max

    1250m

    m max

    1250m

    m max

    1250m

    m max

    1250m

    m max

    1250mm max

    Gable Panel (with orwithout gable ladder)Cullen PFS restraint straps fixed to solid timber noggins

    between trusses at maximum 1250mm centres with 3.4x35mm square twist nails, 8no. to noggins and 4no. to gable panel (2no. top face & 2no. cavity face)

    1250m

    m max

    1250m

    m max

    1250m

    m max

    Gable Panel (withoutgable ladder)

    Bottom rail of gablepanel

  • Get your technical guidance pack TODAYFor updates in real time follow ITW_CP01592 777570 - option 4

  • BODMINCooksland Road

    Bodmin PL31 2RH

    T: 01208 75777

    Email: [email protected]

    BURY ST EDMUNDSInteg House, Woodlands Business Park

    Rougham Ind. Estate

    Bury St Edmunds IP30 9DN

    T: 01359 271475

    Email: [email protected]

    CHORLEYWigan Lane, Duxbury

    Chorley, Lancashire PR7 4BU

    T: 01257 264851

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    COVENTRYOrchard Court 3, Binley Business Park

    Coventry CV3 2TQ

    T: 02476 438691

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    HUDDERSFIELDAccess via Gibbs & Dandy

    Manor Mills, Kings Mill Lane

    Huddersfield HD1 3AW

    T: 01484 544428

    Email: [email protected]

    Cullen Customer Services:

    ITW Construction Products

    1 Wheatstone Place

    Southfield Industrial Estate

    Glenrothes

    Fife

    KY6 2SW

    t : +44 (0)1592 771132

    e : [email protected]

    Cullen Technical Support:

    t : +44 (0)1592 777570

    e : [email protected]

    www.itwcp-offsite.co.uk

    © ITW Construction ProductsNo part of this publication may be reproduced

    without prior permission from ITWCP.

    A division of ITW Limited

    Registered in England and Wales No. 00559693

    INVERNESS3 Dalcross Industrial Estate

    Inverness IV2 7XB

    T: 01667 462102

    Email: [email protected]

    LEEDSJawbone Industrial Estate, Wood Lane

    Rothwell, Leeds LS26 0RS

    T: 01133 934977

    Email: [email protected]

    NEWPORTWestway Road, Alexandra Dock

    Newport, Gwent NP20 2WD

    T: 01633 243725

    Email: [email protected]

    OLDBURYUnit 3 Oldbury Park

    Popes Lane, Oldbury

    Birmingham B69 4RG

    T: 01527 879515

    Email: [email protected]

    PERTHUnit B8, Inveralmond Grove

    Inveralmond Industrial Estate

    Perth PH1 3UG

    T: 01738 447222

    Email: [email protected]

    REDHILLSalfords Industrial Estate

    Salbrook Road, Salfords

    Redhill RH1 5GJ

    T: 01293 776680

    Email: [email protected]

    SOUTH SHIELDSSouth Shields Business Works

    Henry Robson Way

    South Shields NE33 1RF

    T: 0191 4274791

    Email: [email protected]

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    Stoney Stanton

    Leicestershire, LE9 4NA

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    Taunton TA2 6BD

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    Green Elms Trading Estate

    Uddingston G71 6ET

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    Watton, Norfolk IP25 6DR

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