Metsec SFS Installation Manual Infill Walling€¦ · Metsec reserves the right to change details...

Metsec plcLightweight Structural SystemsSFS DivisionBroadwell Road, OldburyWest Midlands B69 4HFT. +44 (0) 121 601 6000F. +44 (0) 121 601 6021E. [email protected]

www.metsec.comRegistered in England No. 1551970.VAT No. GB 428 7252 38. Registered office as above.

Metsec SFS Installation Manual

Infill Walling

September 2009

Contents SectionIntroduction .................................................................................................. 0

Product Description : SFS ....................................................................... 0

Components : SFS ....................................................................... 0

Metsec Framing Section Range : SFS ............................................. 0

SFS Site Installation .................................................................................... 0

Details for Base Track Installation (SF100 series) …….............................. 1

Details for Head Track Installation (SF200 series) …….…...….................. 2

Details for Stud Installation (SF300 series) …............................................. 3

Details for Framing Openings (SF400 series) ………..…............................ 4

Details for Finishes (SF800 series) ……………………………...................... 5

Fixing Application Guide ............................................................................. A

Standard Cleat Sizes & Capacities :Deflection Cleats ......................... B:Dead Load Cleats ........................ B

SFS Infill Installation Guide Sect i on 0© C opy r i ght METSEC pl c 2009

Tel: 0121 601 6000 Fax: 0121 601 6126

Introduction

Metsec PLC manufacturers a comprehensive range of cold rolled steel profiles for both theconstruction and manufacturing industry.

The company was established in 1932 and is now a wholly owned subsidiaryof the Austrian steel manufacturer, VOEST ALPINE STAHL AG.

Metsec Framing division was formed in 1984 and forms one of eight divisions within Metsec.The other divisions are Purlins, Hepsec, Lattice Beams, Metstrut, CRF, Manipulation (MPM)and Windows.

Metsec Framing division has two main products, SFS and Metframe. The SFS product is splitfurther into four distinct product groups: Infill External Walling, Continuous External Walling,High Bay Walling and Load Bearing Structures. This installation guide deals only with theSFS walling systems. For guides for Load Bearing Structures and Metframe please contactMetsec.

The key objectives of this guide are to provide:

General details showing the typical fixing requirements which can be used by installers onsite along with project specific designs and drawings to install the SFS product.

Information for installers to assist with the preparation of specifications, methodstatements and risk assessments.

A site reference guide for contractors.

Throughout this manual Metsec Framing will be referred to as Metsec.

All text & drawings contained in this document are the property of Metsec and must not becopied or printed, in part or in full, without prior written agreement from Metsec.

All text & drawings contained in this document show typical details. Reference should bemade to project specific drawings & calculations for confirmation of section sizes / connectiondetails.

Whilst every effort has been taken to ensure this manual contains full & accurate informationMetsec cannot accept any liability for errors or omissions. The contents constitute advice,given in good faith.

Where details show overall construction this does not imply agreement by Metsec or theinstaller to provide all elements shown.

Metsec reserves the right to change details and specifications at any time, without priornotice.


Tel: 0121 601 6000 Fax: 0121 601 6126

Product Description - SFSSFS is a fast-track solution to construct external walling, high bay separating walls and loadbearing elements in lightweight cold-rolled galvanized steel sections.

SFS has been extensively used in construction projects covering residential flats, apartments,nursing homes and sheltered accommodation, commercial developments, public buildingsand industrial properties. It is also ideally suited to refurbishment projects, particularlyinvolving sub-division of buildings, conversions or roof extensions.

SFS projects are usually designed in house by Metsec’s team of engineers and typical detailsand calculations are provided to aid construction.

Sections are typically supplied to site as individual components and fully assembled in-situ.This is an advantage where site access/craneage is restricted. Components can be suppliedin final required lengths or standard lengths cut to suit on site. By cutting to length on siteconstruction tolerances in structures being worked alongside can be fully accommodated.

Generally SFS sections are fixed together using self-drilling / self-tapping (Tek) screws.

SFS External Infill Walling requires support at the slab edge between a hot-rolled steel orconcrete frame structures. This allows insulation and external finishes to be installedcontinuously outside the main structural frame. The system is suitable for both low and high-rise constructions.

SFS External Continuous Walling is fitted outside the line of the structural frame using supportand/or restraint cleats at each floor level with connections designed to allow slab deflection. Itis particularly suited to situations where cladding materials are sensitive to differentialmovement of the mainframe.

Both the above systems achieve early weather protection of the building allowing otherinternal fitting trades to work inside the structure and removing external cladding from thecritical path.

SFS external walling will provide lateral support to most cladding materials including masonry,profiled metal sheets, proprietary panels and insulated render systems.

SFS High Bay Walling is a single-span separating wall typically used within existing buildingssuch as warehouses and industrial units. Its lightweight construction and uniformly distributedloading minimizes disruption to the existing structure.

SFS Load Bearing Structures are used to provide individual elements or a complete stand-alone structure. Roofs, floors and internal walls are lightweight, quick to install and flexible indetail and performance characteristics.

SFS structures are particularly suited to developments where access is limited or lightweightloadings are required eg/extensions supported by existing structures.

SFS Load Bearing Structures are not covered in this guide.


Tel: 0121 601 6000 Fax: 0121 601 6126

Components - SFSThe following tables show the Metsec Framing standard section ranges for SFS.

These consist of the section profiles listed below;

‘C sections’: Used as studs in walls and joists in roofs or floors.

‘Channels’: Used as tracks on top and bottom of walls and ends of roof and floor joists.

‘Angles’: Used for various arrangements to provide additional or temporary support.

‘Straps’: A range of straps is available to use as bracing members when screw fixed tothe face of walls or roofs.

Examples of section references are:

100M12 = Lipped ‘C section’ of 100mm depth, 1.2mm material thickness.‘M’ reference denotes SFS section.

104M12 = Non-lipped ‘channel’ section of 104mm depth, 1.2mm material thickness.

Where necessary the Metsec SFS range of sections can be used in conjunction with otherranges produced in the Metsec Framing Division.

‘C sections’ and ‘channels’ are formed from pre-hot dipped galvanized steel G275 coating,minimum yield strength = 280N/mm2.

All other components shown in our details but not listed in our range are not supplied byMetsec.


Tel: 0121 601 6000 Fax: 0121 601 6126


Tel: 0121 601 6000 Fax: 0121 601 6126

Metsec Framing Section Range - SFS

SectionReference

Areacm2

Weightkg/m

Dmm

F1mm

F2mm

Lmm

tmm

ServiceSlot

70M15 2.31 1.83 70 35 35 10 1.5 72x32100M12100M15100M20100M23*100M29*100M30*

2.753.454.606.047.6710.56

2.142.673.564.675.838.26

100100100100100100

5354557172

110

5354557172

110

141414151622

1.21.52.02.32.93.0

72x3272x3272x3272x3272x3272x32

150M12150M15150M20150M30*

3.374.235.648.76

2.643.374.476.83

150150150150

55565762

55565762

13131315

1.21.52.03.0

72x3272x3272x3272x32

200M12200M15200M20200M30*

3.975.287.0810.56

3.134.185.568.26

200200200200

55656768

55656768

13141414

1.21.52.03.0

72x3272x3272x3272x32

250M16250M20

6.558.16

5.116.38

250250

6868

6868

1515

1.62.0

72x3272x32

300M20300M29

8.8012.83

6.9710.1

300300

5962

5962

1515

2.02.9

72x3272x32

74M1274M20

1.824.00

1.473.26

7474

4065

4065

00

1.22.0

NoneNone

104M12104M15104M20#108M30*

2.713.384.526.78

2.142.673.565.35

104104104108

62626362

62626362

0000

1.21.52.03.0

NoneNoneNoneNone

154M12154M20#158M30*

3.335.648.70

2.644.476.83

154154158

636669

636669

000

1.22.03.0

NoneNoneNone

204M12204M20#208M30*

3.936.9610.38

3.135.568.26

204204208

637472

637472

000

1.22.03.0

NoneNoneNone

254M12254M20

3.938.00

3.136.38

254254

3879

3879

00

1.22.0

NoneNone

304M16304M20306M29

6.418.7212.65

5.116.9710.1

304304306

536868

536868

000

1.62.02.9

NoneNoneNone

38VB09100VB12

0.341.20

0.270.94

38100

00

00

00

0.91.2

NoneNone

45x45x2.0100x100x2.0

1.763.96

1.383.11

00

45100

45100

00

2.02.0

NoneNone

* - Non-Standard section sizes. Availability and lead in times may vary from typical periods.# - Section is available with deflection head slots with an ‘S’ reference i.e. 104M20S.When provided the service slot is on the centre of the web.

All other components shown in our details but not listed in our range are not supplied byMetsec.

SFS Walling Systems – Site Installation

To be read in conjunction with all details in sections 1 to 5 and also project specificcalculations and drawings.

Please note that any details shown in project specific calculations/drawings takeprecedent over general details within this installation guide.

The details in this guide are split into sections which follow a sequence similar to howthe systems should be constructed on site.

GENERAL SITE PROCEEDURE GUIDANCE NOTES

It is the installer’s responsibility to produce a cutting list and order Metsec materials. Thisshould be co-ordinated to suit the desired construction programme.

The installer should conduct a site survey to establish the as built dimensions of the ‘mainframe’ to enable material to be ordered in the most economic manner, alternatively materialcan be cut to suit on site. Splices in sections are not permitted except where specificallydesigned by Metsec.

The following points are guidelines that the installer should carefully consider beforeproducing his site-specific method statement:

SFS Sections are delivered to site in bundles on an articulated lorry unless requestedotherwise.

When lifting bundles and hot-rolled steel using a crane a tail line must be used withan operative on the ground to control lift.

Where materials are put into temporary storage on site it must be in designated areas withsuitable protection to prevent damage.

Any materials that are damaged upon arrival on site or during construction must bereported and replaced.

Leading edge protection must be in place throughout roof/floor works and adequatebarriers provided around stairwells and voids. Alternatively a fall arrest system of airbags or netting may be suitable.

Where components need to be cut on site they should be cut with a chopsaw withTCT blade and not an abrasive disk. Care should be taken to cut the componentssquare where they are used in right-angled connections, or as required for an angularfit against abutting members.

Fixing of components shall be with self-tapping screws. Screw type and size shall beas typical details attached / project specific design. Screw details are included inSection A. All screw fixings must be installed perpendicular to the surface unlessadvised otherwise.

No holes are to be cut or formed in SFS steelwork without prior reference to Metsec. 72mm deep x 32mm wide service slots can be provided 600mm from each end of

studs or joists when requested. All drylining, insulation and boarding must be installed in accordance with the project

specification and manufacturers recommendations. Drylining specification to be in accordance with the contract requirements for fire

protection, thermal and acoustic performance. Wall make-up is to be agreed with theArchitect.

Reference should be made to the project specific Metsec drawings and Metsec Design Planand Assessment.


Tel: 0121 601 6000 Fax: 0121 601 6126


Tel: 0121 601 6000 Fax: 0121 601 6126

INFILL EXTERNAL WALLING

Refer to project specific design / drawings for all component section sizes.

Material should be stacked adjacent the area it is to be utilized following storage/loadingrestrictions applied by the Main Contractor.

It is important that the supporting structure is correctly set out to receive base and headtracks.

Base Tracks should be installed as per the SF100 series details. Where the base trackoverhangs the structure then the overhang solutions can be used when designed by Metsec.

Head Tracks should be installed as per the SF200 series details. Where the head trackoverhangs the structure then the overhang solutions can be used when designed by Metsec.

Studs can be installed as per the SF300 series of details. Studs shall be plumbed, alignedand securely attached/located within the base and head tracks. In all infill applications adeflection head detail should be used at the top of the stud. Metsec recommend the use ofthe slotted head track wherever possible.

Openings can be framed as per the SF400 series of details. Where compound sections areshown for lintels, cills & jamb studs these sections should be full length and not spliced.

Resistance to bending and rotation about the minor axis shall be provided by blocking andstrapping as shown on the project specific drawings and detail SF361.

General details with an overview of more complicated situations such as Curved Walls,Soffits, Parapets, Downstands, Upstands, and Clashes with Structural Bracing can berequested from Metsec.

Details for the fixing of finishes can be found in the SF800 series of details and in all casesthe installation of these components should be done with to the manufacturers’recommendations.

CONTINUOUS EXTERNAL WALLING



Base Tracks should be installed as per the SF100 series details. Where the base trackoverhangs the structure then the overhang solutions can be used when designed by Metsec.The base detail will occur at the base of the SFS wall and normally every two or three storey’sup the building. Metsec will liaise with the design team as to the locations of this support butthe support details and transfer of loads to the main structure are the responsibility of thedesign team and project engineer.

Studs can be installed as per the SF300 series of details. Studs shall be plumbed, alignedand securely attached/located within the base track and restrained back to the main structureat floor level and details SF255, SF256 at the top of the wall. Restraint details shown in thisguide are for illustration only and project specific details will always be provided for this typeof application. A selection of standard cleat sizes can be found in Section B.


Resistance to bending and rotation about the minor axis shall be provided by blocking andstrapping as shown on the drawings and detail SF361.

General details with an overview of more complicated situations such as Curved Walls,Soffits, Parapets, Downstands, Upstands, and Clashes with Structural Bracing can berequested from Metsec.


HIGH BAY WALLING



Base Tracks should be installed as per the SF100 series details. Where the base trackoverhangs the structure then the overhang solutions can be used when designed by Metsec.

Head Tracks should be installed as per the SF200 series details if possible or by projectspecific design when used within existing buildings. Where the head track overhangs thestructure then the overhang solutions can be used when designed by Metsec. High baywalling often requires a deflection head of greater than 15mm and where this is requiredMetsec should be contacted to provide an appropriate detail.

Studs can be installed as per the SF300 series of details. Studs shall be plumbed, alignedand securely attached/located within the base and head tracks. In all infill applications adeflection head detail should be used at the top of the stud. Metsec recommend the use ofthe slotted head track wherever possible.


Resistance to bending and rotation about the minor axis shall be provided by blocking andstrapping as shown on the drawings and detail SF361.



Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF111Base Track: Fixing to Steel

Fixing type G2typically at600mm centres

23 min. bearing 1

3 max.

min. 20mm

NOTE: Fixings should beclose to the centre of thetrack but outside the edgedistance stated

Fixing type G2 at the endof the track section. Trackjoints should be at least100mm from stud positions


Tel: 0121 601 6000 Fax: 0121 601 6126


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF121Base Track: Fixing to Concrete - 104mm Wide Track

max. 10mm

min. 50mm

Fixing type C1 at the endof the track section. Trackjoints should be at least100mm from stud positions


Fixing type C1typically at600mm centres

DETAIL SF122Base Track: Fixing to Concrete - Track Width 154mm or Greater

min. 50mm

23 min. bearing 1

3 max.





Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF164Base Track to Concrete: Overhang Solutions - Support Angle

DETAIL SF164Base Track to Concrete: Overhang Solutions - Support Angle

Angle by design

Type C3 fixingstypically at 600mm centres

Fixing type G1 or G2 -depending on angle thickness -typically at 600mm centres

50mm min edge distance

DETAIL SF163Base Track to Concrete: Overhang Solutions - Zed Bars

min. 50mm edge distance

Zed bar by designtypically at 600mm centres

Fixing type C1 typically2no to each zed bar

Fixing type G1 typically1no to each zed bar

200mm length of studcentral at base track jointFixing type G1 - 2no toeach flange

DETAIL SF211Slotted Head Track: Fixing to Steel

23 min.

13 max.

min. 20mm

Fixing type G2typically at600mm centres

Fixing type G2 at the endof the track section. Trackjoints should be at least100mm from stud positions



Tel: 0121 601 6000 Fax: 0121 601 6126


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF221Slotted Head Track: Fixing to Concrete - 104mm Wide Track

max. 10mm

min. 50mm

min. 50mm

23 min.

13 max.





DETAIL SF222Slotted Head Track: Fixing to Concrete - for Track Width 154mm or Greater



DETAIL SF253Slotted Head Track to Steel: Overhang Solutions - Zed Bars

Zed bar by designtypically at 600mm centres

200mm length of studcentral at head track jointFixing type G1-2no to eachflange between slots




Tel: 0121 601 6000 Fax: 0121 601 6126


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF255Plain Head Track to Steel: Overhang Solutions - Deflection Cleats

DETAIL SF256Plain Head Track to Steel: Overhang Solutions - Slotted Angle Cleats

Cleats by design

Fixing type G2typically 2no per cleat

Fixing type G1 or G2 -depending on cleat thickness -typically 2no per cleat centralin vertical slots

Angle by design

Fixing type G2typically 2no per angle

Fixing type G1 or G2 -depending on angle thickness -typically 2no per angle centralin vertical slots

200mm length of studcentral at head track jointFixing type G1-2no toeach flange

200mm length of studcentral at head track jointFixing type G1-2no toeach flange


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF310Infill Walling Stud to Base Track Connection

Stud

Track

Type G1 fixings, typically1no to each flangefor infill walling

DETAIL SF322Correct Use of Deflection Heads: Access Both Sides

SF330Slotted Head TrackAccess required to both sides

SF333Deflection BracketsAccess required to both sides

Access both sides Access both sides

Note - Designed head details are not interchangeable


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF324Correct Use of Deflection Heads: Angled Heads

DETAIL SF323Correct Use of Deflection Heads: Access One or No Sides

SF331Blocking & StrappingBlocking can be lowered tobelow beam to allow access

SF334High Load CleatNo side access necessary

SF330Slotted Head Track0° to 6° slope

SF332Noggins0° to 30° slope

SF334High Load Cleat0° to 60° slope

SF331Blocking & Strapping0° to 20° slope

SF333Deflection Brackets0° to 10° slope

SF335Solid Blocking20° to 60° slope

Note - Designed head details are not interchangeable


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF330-aIsometric View: Deflection Head - Slotted Track

Fixing type G1 toeach flange. Fixing locatedcentrally in vertical sloton fixing mark

Metsec slotted head track

DETAIL SF330-bElevation View: Deflection Head - Slotted Track

Fixing type G2 (hot-rolled)or C1 (concrete)typically at 600mm centres

P0

P0-P0 Elevation

P0

15mm deflection gapbetween top of studand u/side of track


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF332-aIsometric View - Deflection Head - Noggins

Fixing type G2 (hot-rolled)or C1 (concrete) throughweb of noggin and trackand into structural frame

Noggin (of stud section) cutto fit snugly between all studs

NOTE: Vertical studsmust not be screwedto track

DETAIL SF332-bElevation View - Deflection Head - Noggins

P2

P2-P2 Elevation

P2

Track

Blocking

Stud

Fixing type G2 (hot-rolled)or C1 (concrete)typically 2no per noggin

15mm deflection gapbetween top of studand u/side of track


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF335Deflection Head - Solid Blocking with Sloping Head Track

Blocking (of stud section)at every bay, cut to fitsnugly between studs

38VB09 bracing on both sides.Fixing type G1, 1no tostud, 3no to every blocking

Studs toeing up slope

DETAIL SF361Torsional Restraint - Blocking

Blocking (of stud section)at every third bay and end bays,cut to fit snugly between studs

38VB09 bracing on both sides.Fixing type G1, 1no to everystud, 3no to every blocking

Strapping joints butted, not lapped


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF411Single Jamb Stud - Slotted Head Track

DETAIL SF412Compound Jamb - Two-Member Section - Slotted Head Track

Full height track section aroundstud cut 20mm short of head track.Type G1 fixings at 300mmcentres to both flanges

Fixings at head asSF200-series details.Extra fixings may berequired at jamb studs.Refer to project-specific design

Type G1 fixings toeach flange. Typically1no for infill walling.

Fixing type G1 to each flange.Fixing located centrally invertical slot on fixing mark

Fixings at base as SF100-series details. Extra fixingsmay be required at jamb studs.Refer to project-specific design

Fixings at head asSF200-series details.Extra fixings may berequired at jamb studs.Refer to project-specific design

Type G1 fixings toeach flange. Typically1no for infill walling.

Fixing type G1 to each flange.Fixing located centrally invertical slot on fixing mark

Fixings at base as SF100-series details. Extra fixingsmay be required at jamb studs.Refer to project-specific design

DETAIL SF420Single Cill

DETAIL SF421Compound Cill

Full heightjamb stud

Minimum 150mmsection fixed with4no type G1fixings to jamb stud

Full length trackforming baseof opening

2no type G1 fixingsto each flange of stud


Minimum 150mmsection fixed with4no type G1fixings to jamb stud

2no type G1 fixingsto each flange of stud

Full length stud and2no track sectionsarranged as shown.Type G1 fixings at300mm centres toweb and both flanges

45x45x2 angle cleatfixed to cill and jambwith 2no type G1fixings each leg


Tel: 0121 601 6000 Fax: 0121 601 6126


Tel: 0121 601 6000 Fax: 0121 601 6126


Minimum 150mmsection fixed with4no type G1fixings to jambstud

Full length track forminghead of opening

2no type G1 fixings to each flange of stud

45x45x2 angle cleat fixed to cilland jamb with 2no type G1 fixings

DETAIL SF430Single Lintel to Single Jamb Stud

DETAIL SF431Three-Member Compound Lintel to Single Jamb Stud

Full length stud and 2no track sectionsarranged as shown. Type G1 fixings at300mm centres to web and both flanges

2no type G1 fixings to each flange of stud


Minimum 150mmsection fixed with4no type G1fixings to jambstud


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF441High Load Single Jamb - Slotted Head Track

DETAIL SF442High Load Two-Member Compound Jamb - Slotted Head Track

Full height track and stud.Type G1 fixings at 300mmcentres to both flanges

Cripple stud extending fromlintel to top of jamb stud.Type G1 fixings at 300mmcentres

Cripple stud extending fromlintel to top of jamb stud.Type G1 fixings at 300mmcentres

Fixing type G1 to bothflanges

Fixing type G1 to bothflanges

20mm deflection gap

Fixing type G1 to eachflange of jamb and cripplestud

Fixing type G1 to eachflange of jamb and cripplestud

Fixings at head as SF200Series Details. Extra fixingsrequired at jamb studs. Referto project specific design.

Fixings at head as SF200Series Details. Extra fixingsrequired at jamb studs. Referto project specific design.


Tel: 0121 601 6000 Fax: 0121 601 6126

Fixing type G1to both flanges

Cripple stud extendingfrom cill to base track.Type G1 fixings to jambstud at 300mm centres

Fixing to jamband cripple stud

DETAIL SF445High Load Base Detail - Single Jamb

Fixings at base asSF100 Series Details.Extra fixings required atjamb studs. Refer toproject specific design.

DETAIL SF445-2High Load Base Detail - Two-Member Compound Jamb

Fixing to jamband cripple stud

Full height trackand stud. Type G1fixings at 300mmcentres to bothflanges.

Fixing type G1to both flanges

Cripple stud extendingfrom cill to base track.Type G1 fixings to jambstud at 300mm centres

Fixings at base asSF100 Series Details.Extra fixings required atjamb studs. Refer toproject specific design.


Tel: 0121 601 6000 Fax: 0121 601 6126

DeDETAIL SF811

Fixing Rigid Insulation to Infill

No fixings between insulation andslotted head track

Fixings at maximum 600 centresaround side and bottom edge ofinsulation, to bottom corners andto all studs

Extra fixings 100mm from topof insulation

DETAIL SF812Deflection Head Fixing Detail - Insulation

Fixings typicallyat 600mm centres

100

600

Max

Fixings at 600mm centresinto base track

No fixings to slottedhead track


Tel: 0121 601 6000 Fax: 0121 601 6126

etailsDETAIL SF813

Fixing Boarding - (CPB, OSB, PLY) to Infill

DETAIL SF814Deflection Head Fixing Detail - Boarding

15

100

Max

300

mm

15mm deflection gap

Fixings typicallyat 300mm centres

No fixings between board andslotted head track

Fixings at maximum 300 centresaround side and bottom edge ofboard, to bottom corners andto all studs

Slotted head track

Fixings into base track

Extra fixings 100mm from topof board


Tel: 0121 601 6000 Fax: 0121 601 6126

s SFDETAIL SF815

Horizontal Board Joint

Fixings at 300mm centresaround perimeter andto all studs & strap

100VB12 strap forfixing edge of boardto between studs


Tel: 0121 601 6000 Fax: 0121 601 6126

FS I

DETAIL SF821Typical Arrangement of Brick Tie Channels

B

C

600

600

600

600

600

600

600

600

600

600

600

AA

AA

AA

AA

AA

AAB

BB

BB

BB

BB

BB

CCD

DD

EE

EE

EE

FF

FF

FF

GH

J

Not

es:

1. A

ll bt

c di

men

sion

s ar

e to

cen

trel

ine

of c

hann

el2.

The

se r

ules

mus

t be

read

in c

onju

nctio

n w

ithar

chite

ct's

pro

ject

-spe

cific

ope

ning

set

out/d

raw

ings

.3.

Btc

's fi

xed

to s

tuds

with

sta

nd-o

ff sc

rew

s at

450m

m v

ertic

al c

entr

es. M

inim

um 2

no s

crew

s pe

rpa

nel.

4. B

rick

ties

to b

e bu

ilt in

to b

rickw

ork

at 4

50m

mve

rtic

al c

entre

s.

A =

150

mm

, u/s

bas

etra

ck to

bot

tom

of b

rick

tiech

anne

l (bt

c).

B =

50m

m, t

op o

f btc

to to

p of

pan

el.

C =

125

mm

, Met

sec

cill

to to

p of

btc

bel

ow.

D =

235

mm

, Met

sec

linte

l to

botto

m o

f btc

ove

r.E

= 1

0mm

, Met

sec

cill/

linte

l to

btc

adja

cent

win

dow

.F

= 7

0-21

5mm

, bric

kwor

k re

veal

to b

tc -

see

deta

il S

F82

3.

G =

Add

ition

al b

tc re

quire

dw

here

btc

's a

t 600

mm

cen

tres

do n

ot s

atis

fy d

imen

sion

F.

H =

Det

ail w

here

btc

's a

t 600

mm

cent

res

satis

fy d

imen

sion

F.

J =

Whe

re b

tc's

bet

wee

nw

indo

ws

are

at le

ss th

an 6

00m

mce

ntre

s an

y bt

c's

falli

ng b

etw

een

do n

ot n

eed

to b

e fu

ll he

ight

.

J

GG

G

H


Tel: 0121 601 6000 Fax: 0121 601 6126

IGDETAIL SF822Fixing Brick Tie Channels

DETAIL SF823Brick Tie Detail Adjacent to Opening

70mm min.215mm max.

Brick tie channel fixedto stud at maximum450 vertical centresusing stand-off fixings.Do not overtighten.

Rigid insulation board

Jamb stud

Cavity closerInsulation

Brickwork Brick tie channel

Extra stud adjacent towindow for brick tie channel

Brick tie


Tel: 0121 601 6000 Fax: 0121 601 6126

IGDETAIL SF824

Brick Tie Detail Adjacent Movement Joint

Studs typically at 600mm centres

Stud

Insulation

Brickwork

Brick tie channel

Brick tie

Brick tie with debondingsleeve to one side

Vertical movementjoint - positionsprovided by client

DETAIL SF825Stud / Brick Tie Arrangement at End of Masonry-Finished Area

70mm min.215mm max.

Insulation

Masonry

Brick tie channel

Brick tie

Alternativenon-masonrywall finish


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF831Typical Rainscreen Brackets

Cement particle board

Rainscreenbracket fixed tostud through CPB

DETAIL SF832Typical Juliet Balcony Brackets

Spreader anglesmay be required


Juliet balcony bracketfixed to back-to-backstuds through CPBusing 4no M12 bolts


Tel: 0121 601 6000 Fax: 0121 601 6126

DETAIL SF833Typical Brise Soleil Brackets

Spreader anglesmay be required


Brise soleil bracketfixed to back-to-backstuds through CPBusing 4no M12 bolts

SFS Infill Installation Guide Sect i on A© C opy r i ght METSEC pl c 2009

Tel: 0121 601 6000 Fax: 0121 601 6126

Sect

ion

A -

Met

sec

Fram

ing

Fixi

ng A

pplic

atio

n G

uide

Not

es o

n th

e Fi

xing

Gui

de:

O

nly

the

fixin

gs s

peci

fied

belo

w o

r si

mila

r re

com

men

ded

shou

ld b

e us

ed w

ith M

etse

c F

ram

ing.

F

or s

imila

r re

com

men

ded

fixin

gs p

leas

e co

ntac

t Met

sec.

F

ixin

g co

des

have

bee

n su

pplie

d by

the

fixin

g m

anuf

actu

rer

and

in th

e ev

ent o

f an

y fix

ing

not p

erfo

rmin

g as

req

uire

d th

e fix

ings

man

ufac

ture

r sh

ould

be c

onta

cted

bef

ore

Met

sec.

F

ixin

gs g

iven

bel

ow a

re a

gui

de to

the

rang

e of

fixi

ngs

ofte

n us

ed w

ith M

etse

c F

ram

ing.

Pro

ject

spe

cific

fixi

ngs

may

be

used

in a

dditi

on to

thos

e gi

ven

belo

w a

nd th

ese

will

be

show

n on

the

Met

sec

proj

ect s

peci

fic d

etai

ls.

U

nles

s sp

ecifi

ed o

r no

ted

all P

an H

ead,

Low

Pro

file

or C

ount

ersu

nk s

crew

s ha

ve a

P2

Phi

llips

rec

ess

and

all H

ex H

ead

Scr

ews

have

a A

F 8

mm

hea

d.

Fixi

ng m

anuf

actu

rers

con

tact

det

ails

:

Hilt

i (G

t. B

ritai

n) L

imite

d1

Tra

ffor

d W

harf

Roa

dT

raff

ord

Par

kM

anch

este

rM

17 1

BY

Fre

epho

ne: 0

800

886

100

Fre

efax

: 080

0 88

6 20

0

ww

w.h

ilti.c

o.uk

ITW

Con

stru

ctio

n P

rodu

cts

Cus

tom

er S

ervi

ces

R8

Bla

ir C

ourt

100

Bor

ron

Str

eet

Por

t Dun

das

Bus

ines

s P

ark

Gla

sgow

G4

9XG

Mai

n T

elep

hone

: 014

1 34

2 16

60M

ain

Fac

sim

ile: 0

141

332

7489

Fre

epho

ne O

rder

line:

080

0 83

3381

Fre

e F

ax O

rder

line:

080

0 52

1077

Tec

hnic

al H

elpl

ine

Fre

epho

ne: 0

800

7314

924

ww

w.it

wcp

.co.

uk

EJO

T U

.K L

imite

dH

urric

ane

Clo

seS

herb

urn

Ent

erpr

ise

Par

kS

herb

urn-

in-E

lmet

GB

-Lee

dsLS

25 6

PB

Tel

: 019

77 6

8 70

40

Fax

: 019

77 6

8 70

41

ww

w.e

jot.c

o.uk

Pict

ures

sho

wn

have

bee

n pr

ovid

ed c

ourt

esy

of H

ilti (

Gt.

Brit

ain)

Lim

ited

and

repr

esen

t the

ir ra

nge

of fi

xing

s on

ly.

http://www.hilti.co.uk/

http://www.itwcp.co.uk/

http://www.ejot.co.uk/


Tel: 0121 601 6000 Fax: 0121 601 6126

Tabl

e 1

- Gen

eral

Fra

min

g Fi

xing

s

App

licat

ion

Des

crip

tion

Pic

ture

Hilt

i Pro

duct

Cod

eS

pit P

rodu

ctC

ode

Ejo

t Pro

duct

Cod

eG

ener

al fr

amin

g sc

rew

fixi

ngst

uds/

jois

t/run

ners

and

bra

cing

sect

ions

. 1.2

-1.5

mm

to

1.2-

1.5m

m s

teel

.

5.5m

m D

iam

eter

Pan

Hea

dS

crew

S-M

D01

ZW

5.5x

19C

FC

26(1

)JT

2-N

H3-

5.5x

19

5.5m

m D

iam

eter

Low

Pro

file

Hea

d S

crew

S-M

D03

ZW

5.5x

25C

FC

26(1

)LS

CF

5.5

x25

(P3

Rec

ess)

G1

Gen

eral

fram

ing

scre

w fi

xing

stud

s/jo

ist/r

unne

rs a

nd b

raci

ngse

ctio

ns. 1

.5-3

.0m

m t

o 1.

5-3.

0mm

max

ste

el.(2

)5.

5mm

Dia

met

er H

ex H

ead

Scr

ewS

-MD

03Z

5.5

x25

(2)

TC

25LS

5.5

x25

5.5m

m D

iam

eter

Low

Pro

file

Hea

d S

crew

S-M

D05

ZW

5.5x

40C

FL3

2H

SC

F 5

.5x3

8(P

3 R

eces

s)G

ener

al fr

amin

g sc

rew

fixi

ngst

uds/

jois

t/run

ners

and

bra

cing

sect

ions

. 1.2

-3.0

mm

max

to3.

0-12

.5m

m m

ax s

teel

.5.

5mm

Dia

met

er H

ex H

ead

Scr

ewS

-MD

05Z

5.5

x40

T

L38

HS

5.5

x38

G2

Sho

t Fire

d fix

ing

stud

s/jo

ist/r

unne

rs a

nd b

raci

ngse

ctio

ns. 3

.0m

m m

ax to

6.0

-12

.5m

m m

ax s

teel

.(3)

Pow

der

Act

uate

d N

ail F

ixin

g to

Hot

Rol

led

Ste

el

X-U

16

P8

or X-U

16

MX

(3,4

)S

C9

or S

BR

9(4)

Non

e

Not

es:

1.

The

CF

C26

has

an

ITW

exc

lusi

ve P

hilip

s S

quar

e D

rive

(2P

SD

)2.

If

the

mat

eria

l bui

ld-u

p is

ove

r 5.

5mm

the

n th

e H

ilti f

ixin

g re

quire

d w

ill b

e S

-MD

03Z

6.3

x25.

3.

Ple

ase

see

appr

oved

Dat

a Sh

eet a

ndIn

stal

ler G

uide

for

this

app

licat

ion

avai

labl

e fr

om M

etse

c / H

ilti.

The

Hilt

i X-U

nai

l has

no

max

imum

bas

e st

eel

thic

knes

s.4.

T

he u

se o

f Pow

der

Act

uate

d N

ail F

ixin

gs m

ust b

e ap

prov

ed b

y M

etse

c fo

r ea

ch in

divi

dual

pro

ject

due

to th

e la

rge

rang

e in

fixi

ng lo

ad c

apac

ities

.


Tel: 0121 601 6000 Fax: 0121 601 6126

Tabl

e 2

- Fix

ings

to C

oncr

ete

App

licat

ion

Des

crip

tion

Pic

ture

Hilt

i Pro

duct

Cod

eS

pit P

rodu

ctC

ode

Ejo

t Pro

duct

Cod

e

Con

cret

e S

crew

Anc

hor

Hex

Hea

dH

US

-H 7

.5x3

5(1

)4H

32(1

)4H

6.3

x32

(1)

C1

Fix

ing

1.2-

3.0m

m S

teel

toC

oncr

ete

Pow

der

Act

uate

d N

ail F

ixin

gin

to P

redr

illed

Hol

e us

ing

Hilt

iD

X-K

wik

Met

hod

(2)

X-D

NH

37-

P8

(2)

Non

eN

one

C2

Fix

ing

3.0-

15.0

mm

Ste

el to

Con

cret

eC

oncr

ete

Scr

ew A

ncho

r H

exH

ead

HU

S-H

7.5

x45

(1)

4H45

(1)

4H 6

.3x4

5(1

)

Larg

e D

iam

eter

Con

cret

eS

crew

Anc

hor

Hex

Hea

d

Ran

ge o

f H

US

-H10

.5x5

5 to

HU

S-

H 1

6.5x

160

Ran

ge o

f LD

TM

10x4

5 to

LD

TM

20x1

59

Ran

ge o

f LD

TM

10x4

5 to

LD

TM

20x1

59

Stu

d A

ncho

rsR

ange

of

HS

TM

8/10

to H

ST

M24

/60

Ran

ge o

f H

DP

06/1

0 to

HD

P20

/50

Non

e

C3

Fix

ing

1.2-

15.0

mm

Ste

el to

Con

cret

e(3

)

Che

mic

al /

Adh

esiv

e A

ncho

rsR

ange

of

HV

UM

8 to

HV

U M

24w

ith H

AS

Rod

Ran

ge o

fM

axim

a M

8 to

Max

ima

M24

with

stu

ds

Non

e

Not

es:

1.

Scr

ew a

ncho

rs li

sted

are

the

shor

test

that

can

be

used

in th

e ra

nge.

Lo

nger

fixi

ng m

ay b

e sp

ecifi

ed b

y M

etse

c D

esig

n.2.

P

leas

e se

e ap

prov

ed D

ata

Shee

t and

Inst

alle

r Gui

defo

r th

is a

pplic

atio

n av

aila

ble

from

Met

sec

/ Hilt

i. P

owde

r A

ctua

ted

Nai

l Fix

ings

hav

e a

min

imum

edge

dis

tanc

e of

80m

m t

o th

e ed

ge o

f th

e co

ncre

te. T

he u

se o

f P

owde

r A

ctua

ted

Nai

l Fix

ings

mus

t be

appr

oved

by

Met

sec

for

each

indi

vidu

al p

roje

ctdu

e to

the

larg

e ra

nge

in fi

xing

load

cap

aciti

es.

3.

Larg

e an

chor

s ar

e de

sign

ed o

n a

proj

ect b

y pr

ojec

t bas

is a

nd th

e di

ffere

nt m

akes

can

not b

e su

bstit

uted

for

each

oth

er. A

ll he

ad ty

pes

vary

.


Tel: 0121 601 6000 Fax: 0121 601 6126

Tabl

e 3

- Fix

ing

Insu

latio

n to

Ste

el

App

licat

ion

(1)

Des

crip

tion

Pic

ture

Hilt

i Pro

duct

Cod

e(2

)S

pit P

rodu

ctC

ode

(2)

Ejo

t Pro

duct

Cod

e

Fix

ing

50m

m I

nsul

atio

n to

1.2m

m S

teel

Larg

e W

ashe

r w

ith S

tain

less

Cou

nter

sunk

Hea

d S

crew

Non

eN

one

IT/S

5/6

0 W

ashe

rw

ith T

KE

4.8

x70

Fix

ing

50m

m I

nsul

atio

n to

1.2

-3.

0mm

Ste

elLa

rge

Was

her

with

Sta

inle

ss H

exH

ead

Scr

ewS

-MD

03S

5.5

x80

TC

75S

BV

90

Was

her

with

JT

3-3-

5.5x

70

Fix

ing

50m

m I

nsul

atio

n to

3.0

-6.

0mm

Ste

elLa

rge

Was

her

with

Sta

inle

ss H

exH

ead

Scr

ewS

-MD

05S

5.5

x82

Con

tact

Spi

tS

BV

90

Was

her

with

JT

3-6-

5.5x

70

Not

es:

1.

App

licat

ion

show

n is

for f

ixin

g 50

mm

insu

latio

n. F

or o

ther

insu

latio

n th

ickn

esse

s pl

ease

con

sult

the

fixin

g m

anuf

actu

rers

’ pro

duct

ran

ge a

nd s

elec

t the

appr

opria

te le

ngth

of f

ixin

g.2.

H

ilti a

nd IT

W p

rodu

cts

do n

ot c

onta

in th

e la

rge

was

hers

how

ever

the

fixin

gs s

how

n w

ill w

ork

with

the

SB

V 9

0 w

ashe

r fr

om E

jot.

Tabl

e 4-

Fix

ing

Bric

k Ti

e C

hann

els

to S

teel

App

licat

ion

(1)

Des

crip

tion

Pic

ture

Hilt

i Pro

duct

Cod

eS

pit P

rodu

ctC

ode

Ejo

t Pro

duct

Cod

eF

ixin

g B

TC

via

50m

mIn

sula

tion

to 1

.2-3

.0m

mS

teel

5.5m

m D

iam

eter

Sta

inle

ssH

ex H

ead

Scr

ew w

ithE

PD

M s

ealin

g w

ashe

r.

S-C

D63

S5.

5x85

SC

OT

S F

ixin

gJT

3-D

-3-

5.5x

82 S

16

Fix

ing

BT

C v

ia 5

0mm

Insu

latio

n to

3.0

-6.0

mm

Ste

el

5.5m

m D

iam

eter

Sta

inle

ssH

ex H

ead

Scr

ew w

ithE

PD

M s

ealin

g w

ashe

r.

S-C

D63

S5.

5x85

SC

OT

S F

ixin

gJT

3-D

-6H

-5.

5x87

S16

Not

es:

1.

App

licat

ion

show

n is

for f

ixin

g 50

mm

insu

latio

n. F

or o

ther

insu

latio

n th

ickn

esse

s pl

ease

con

sult

the

fixin

g m

anuf

actu

rers

’ pro

duct

ran

ge a

nd s

elec

t the

appr

opria

te le

ngth

of f

ixin

g.


Tel: 0121 601 6000 Fax: 0121 601 6126

Tabl

e 5

- Fix

ing

Shea

thin

g B

oard

s an

d Ti

mbe

r to

Stee

l

The

se ty

pes

of f

ixin

gs a

re s

uita

ble

for

the

follo

win

g ty

pes

of s

heat

hing

boa

rds:

Cem

ent P

artic

le B

oard

, Cem

ent F

ibre

Boa

rd, P

LY B

oard

, Orie

nted

Str

and

Boa

rd, C

hipb

oard

and

Tim

ber.

App

licat

ion

(1)

Des

crip

tion

Pic

ture

Hilt

i Pro

duct

Cod

eS

pit P

rodu

ctC

ode

(2)

Ejo

t Pro

duct

Cod

e(2

)

Fix

ing

to 1

.2-3

.0m

m S

teel

.B

oard

thic

knes

s 6.

0mm

to

19m

m

4.8m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ewS

-WD

12Z

4.8

x38

TF

C36

or

RK

C 4

1W

DLS

4.8

x38

Fix

ing

to 1

.2-3

.0m

m S

teel

.B

oard

thic

knes

s 13

mm

to29

mm

5.5m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ewS

-WD

12Z

5.5

x50

TF

C50

or

RK

C 4

1W

DLS

5.5

x50

Fix

ing

to 1

.2-3

.0m

m S

teel

.B

oard

thic

knes

s 25

mm

to60

mm

5.5m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ewS

-WD

12Z

5.5

x85

TF

C80

WD

LS 5

.5x8

5

Fix

ing

to 1

.2-3

.0m

m S

teel

.B

oard

thic

knes

s 65

mm

to10

0mm

5.5m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ew

S-W

D12

Z5.

5x10

0(3

)T

FC

120

WD

LS 5

.5x1

27

Fix

ing

to 3

.0-6

.0m

m S

teel

.B

oard

thic

knes

s 10

.0m

m t

o24

mm

5.5m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ewS

-WD

15Z

5.5

x65

TF

L65

WD

HS

5.5

x65

Not

es:

1.

App

licat

ions

sho

wn

are

for

regu

larly

sel

ecte

d bo

ardi

ng/ti

mbe

r th

ickn

esse

s.

For

oth

er th

ickn

esse

s pl

ease

con

sult

the

fixin

g m

anuf

actu

rers

’ pro

duct

rang

e an

d se

lect

the

app

ropr

iate

leng

th o

f fix

ing.

2.

P3

Phi

llips

rec

ess

driv

e bi

t req

uire

d in

5.5

dia

met

er s

crew

s in

the

Ejo

t and

ITW

pro

duct

ran

ge.

3.

Up

to 8

2mm

onl

y


Tel: 0121 601 6000 Fax: 0121 601 6126

Tabl

e 6

- Fix

ing

Plas

terb

oard

to S

teel

App

licat

ion

(1)

Des

crip

tion

Pic

ture

Hilt

i Pro

duct

Cod

eS

pit P

rodu

ctC

ode(2

)E

jot P

rodu

ctC

ode(2

)

Fix

ing

to 1

.2m

m S

teel

.S

ingl

e bo

ard

up to

15m

m t

hick

.

3.5m

m D

iam

eter

Bug

le/W

afer

/CS

K R

ibbe

d H

ead

Scr

ewS

-DD

01B

3.5

x25

TF

C36

or

RK

C 4

1W

DLS

4.8

x38

Fix

ing

to 1

.2m

m S

teel

.D

oubl

e bo

ards

up

to 3

0mm

com

bine

d th

ickn

ess.

3.5m

m D

iam

eter

Bug

le/W

afer

/CS

K R

ibbe

d H

ead

Scr

ewS

-DD

01B

3.5

x45

TF

C80

or

RK

C 4

1W

DLS

5.5

x85

Fix

ing

to 1

.2-2

.0m

m S

teel

.S

ingl

e bo

ard

up to

15m

m t

hick

.

3.5m

m D

iam

eter

Bug

le/W

afer

/CS

K R

ibbe

d H

ead

Scr

ewS

-DD

01B

3.5

x25

TF

C36

or

RK

C 4

1W

DLS

4.8

x38

Fix

ing

to 1

.2-2

.0m

m S

teel

.D

oubl

e bo

ards

up

to 3

0mm

com

bine

d th

ickn

ess.

3.5m

m D

iam

eter

Bug

le/W

afer

/CS

K R

ibbe

d H

ead

Scr

ewS

-DD

01B

3.5

x45

TF

C80

WD

LS 5

.5x8

5

Fix

ing

to 2

.0-6

.0m

m S

teel

.S

ingl

e bo

ard

up to

15m

m t

hick

.

4.8m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ewS

-WD

12Z

4.8

x38

TF

C36

WD

LS 4

.8x3

8

Fix

ing

to 2

.0-6

.0m

m S

teel

.D

oubl

e bo

ards

up

to 3

0mm

com

bine

d th

ickn

ess.

5.5m

m D

iam

eter

Waf

er/C

SK

Rib

bed

Hea

d W

ing

Tip

ped

Scr

ewS

-WD

12Z

5.5

x85

TF

C80

WD

LS 5

.5x8

5

Not

es:

1.

App

licat

ions

sho

wn

are

for

regu

larly

sel

ecte

d bo

ardi

ng th

ickn

esse

s.

For

oth

er th

ickn

esse

s pl

ease

con

sult

the

fixin

g m

anuf

actu

rers

’ pro

duct

ran

ge a

ndse

lect

the

app

ropr

iate

leng

th o

f fix

ing.

2.

ITW

& E

jot r

equi

re w

ing

tippe

d sc

rew

s of

4.8

& 5

.5 d

iam

eter

s fo

r lo

wer

thic

knes

ses

of s

teel

as

no p

last

erbo

ard

scre

ws

avai

labl

e.

SFS Infill Installation Guide Sect i on B© C opy r i ght METSEC pl c 2009

Tel: 0121 601 6000 Fax: 0121 601 6126

Sect

ion

B1

- Sta

ndar

d D

efle

ctio

n C

leat

s N

otes

: 1.

Th

e cl

eat s

treng

th is

S27

5 2.

C

oncr

ete

stre

ngth

min

imum

C30

. Car

e to

be

take

n to

follo

w th

e fix

ing

guid

elin

es.

3.

The

clea

t ref

eren

ce is

in th

e fo

rm o

f ###

CL%

, whe

re #

## is

the

clea

t dep

th w

hich

isn’

t lin

ked

to th

e st

ud s

ize

and

% is

the

thic

knes

s.

4.

The

refe

renc

e S

is fo

r slo

tted

hole

s to

the

stud

. 5.

Th

e st

ruct

ures

dep

th s

houl

d al

way

s be

the

sam

e as

or g

reat

er th

an th

e cl

eat d

epth

. 6.

In

the

case

of f

ixin

g to

con

cret

e th

e m

inim

um c

oncr

ete

dept

h is

150

mm

, eve

n fo

r 100

mm

cle

ats.

7.

C

leat

s sh

ould

be

fixed

cen

tral t

o th

e su

ppor

ting

stru

ctur

e.

8.

For F

ixin

g Ty

pes

see

Met

sec

Fixi

ng A

pplic

atio

n G

uide

(Sec

tion

A).

SFS Infill Installation Guide Sect i on B© C opy r i ght METSEC pl c 2009

Tel: 0121 601 6000 Fax: 0121 601 6126

Sect

ion

B2

– St

anda

rd D

ead

Load

Cle

ats

Not

es:

1.

The

clea

t stre

ngth

is S

275

2.

Con

cret

e st

reng

th m

inim

um C

30. C

are

to b

e ta

ken

to fo

llow

the

fixin

g gu

idel

ines

. 3.

Th

e cl

eat r

efer

ence

is in

the

form

of #

##C

L%, w

here

###

is th

e cl

eat d

epth

whi

ch is

n’t l

inke

d to

the

stud

siz

e an

d %

is th

e th

ickn

ess.

4.

Th

e st

ruct

ures

dep

th s

houl

d al

way

s be

the

sam

e as

or g

reat

er th

an th

e cl

eat d

epth

. 5.

In

the

case

of f

ixin

g to

con

cret

e th

e m

inim

um c

oncr

ete

dept

h is

150

mm

, eve

n fo

r 100

mm

cle

ats.

6.

C

leat

s sh

ould

be

fixed

cen

tral t

o th

e su

ppor

ting

stru

ctur

e.

7.

For F

ixin

g Ty

pes

see

Met

sec

Fixi

ng A

pplic

atio

n G

uide

(Sec

tion

A).

8.

Fixi

ngs

liste

d as

sum

e m

axim

um te

nsile

& s

hear

load

s an

d an

edg

e di

stan

ce to

con

cret

e of

50m

m.

9.

For m

axim

um d

ead

load

s fo

r diff

eren

t offs

ets

valu

es c

an b

e in

terp

olat

ed b

etw

een

100m

m &

200

mm

10

. To

che

ck th

e cl

eat f

or c

ombi

ned

win

d an

d de

ad lo

ads

use

the

follo

win

g eq

uatio

n.

1≤

+Capacity

Load

Wind

Max

Cleat

onLoad

Wind

Capacity

Load

Dead

Max

Cleat

onLoad

Dead

Lightweight Structural Systems

SFS DivisionFast-Track Steel Building SystemsTel: +44(0) 121 601 6000Fax: +44(0) 121 601 [email protected]

Metframe DivisionPre-panelised Framing SystemTel: +44(0) 121 601 6000Fax: +44(0) 121 601 [email protected]

Lattice Beam DivisionLightweight Lattice Joists and TrussesTel: +44(0) 121 601 6000Fax: +44(0) 121 601 [email protected]

Purlin DivisionZ and C-Sections for Building Shell ApplicationsC-Sections for Mezzanine FloorsTel: +44(0) 121 601 6000Fax: +44(0) 121 601 [email protected]

Metstrut DivisionCable Ladder and Metal Framing Systemsfor M&E SupportTel: +44(0) 121 601 6085Fax: +44(0) 121 601 [email protected]

Hepsec DivisionDry Linings, Partitioning and Ceiling Support SystemsTel: +44(0) 2476 585600Fax: +44(0) 2476 [email protected]

Metsec plc is a member of the Profilform Division of thevoestalpine group with companies in Austria, Belgium, Brazil,Czech Republic, France, Germany, Russia and the U.S.A.

© Copyright METSEC plc 2009In the interests of a policy of continuous research and development, Metsec BuildingProducts Ltd reserve the right to change the specifications in this publication without priornotice.

Metsec plcBroadwell Road, Oldbury, West Midlands, B69 4HFTel: 44+ (0) 121 601 6000Fax: 44+ (0) 121 601 6109email: [email protected]

Metsec SFS Installation Manual Infill Walling€¦ · Metsec reserves the right to change details...

Documents

Transcript of Metsec SFS Installation Manual Infill Walling€¦ · Metsec reserves the right to change details...