SFS Steel Framing System Technical Manual

Transcription

1 SFS Steel Framing System Technical Manual Version 5.2 December 2014

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3 Preamble This document has been compiled to give Kingspan customers guidance on the correct application of design and engineering principles of the Kingframe Steel Framing System. This document should be read alongside our other publications which can be found at: SFS Designers isk Assessment Identified risks associated with general installation of Infill and Oversail SFS (for project specific guidance, please consult the Kingspan design service) Product Brochure Product overview and system applications Installation Manual Guide to installation procedures for both Infill and Oversail SFS framing British Board of Agrément (BBA) Certificate Product summary and guidance on specification, installation, maintenance and durability Kingframe SFS Design Guide Detailed and Basic Design Services - an overview of the services offered Kingspan In addition to the guidance contained in these documents, we offer an installer training course. The course gives the attendee a better understanding of SFS, its applications, benefits and installation principles - helping to increase productivity, reduce costs and minimise SFS related health and safety issues. Kingspan also offer a site inspection and report service. Further information can be found on the Kingspan web site at: Contents 1 SYSTEM OVEVIEW Overview Design Considerations Design Guidance Construction Design Management SFS STANDAD COMPONE Basic Components Kingspan Section ange Secondary Products C Section ange To BS : To BS EN : U Section ange To BS : To BS EN : Ancillary Products Span Tables SFS STANDAD FIXINGS ecommended Fixings INFILL SFS Design Principles General Stud Design & Construction Structural Openings Splicing of Sections Deflection Head Details Mid Span estraint (Detail B.01) Cladding Treatments & Boarding /3 rd Minimum Bearing Service Holes Curved Walling Braced Bays Parapets and Downstands ibbon Windows Brise Soleil Kingposts Oversail Cleats OVESAIL SFS i

4 5.1 Design Principles General Stud Design & Construction Deflection Conditions Splicing of Sections Structural Openings Mid Span estraint (Detail B.01) Cladding Treatments & Boarding (Detail E.01 & E.02) Service Holes Curved Walling Braced Bays Parapets and Downstands ibbon Windows Brise Soleil Fixings S A Series Basic Connections B Series Construction Details C Series Opening Construction D Series Oversail Details E Series Boarding Details F Series Finishes Details G Series Building Details CLADDING TEATME Introduction Masonry Insulated ender Terracotta ainscreen Timber ainscreen Metal ainscreen Stone Panels COSHH & TECHNICAL DATASHEETS General Specification Notes COSHH Data SUPPOT SEVICES Material Ordering & Production Enquiries Technical Enquiries Sales & Commercial Enquiries Site Support Enquiries ii

5 External eferences Publications BS 5950 Structural Use of Steelwork in Building - Part 5; Code of Practice for Design of Cold Formed Thin Gauge Sections BS 6399 Series; Actions Buildings BS EN 1990 Series; Basis for structural design BS EN 1991 Series; Actions on structures BS EN 1993 Series; Design of steel structures National Structural Steelwork Specification (NSSS) Fifth Edition, The British Constructional Steelwork Association (BCSA) SCI Guide P125; Building design using cold formed steel sections: Worked examples to BS 5950: Part 5: 1987 SCI Guide P301; Building design using cold formed steel sections: Light steel framing in residential construction SCI Guide P262; Building design using cold formed steel sections: Durability of Light Steel Framing in esidential Building BS 7364:1990 Specification for galvanized steel studs and channels for stud and partitions and linings using screw fixed gypsum wallboards BS 8000 Series; Workmanship on building site; Codes of practice BS EN 10346; Continuously hot-dip coated steel flat products. Technical delivery conditions. Building egulations; Approved Documents Industry/egulatory Bodies Steel Construction Institute (SCI) Federation of Plastering & Drywall Contractors (FPDC) British Construction Steelwork Association (BCSA) Unauthorised Distribution And Liability Building esearch Establishment (BE) British Board of Argrément (BBA) The National House Building Council (NHBC) Communities & Local Government Building egulations Copyright All text and drawing information contained within this document remains the sole property of Kingspan Steel Building. Copying and unauthorised distribution of this document is strictly prohibited. This document must be read as a whole and must not have any of its content added to, removed nor modified. Liabilities This document does not serve as a specification without prior written consultation with a Kingspan Steel Building engineer. Details and information provided do not constitute an extension of any warranty or acceptance of liability Kingspan unless used under the specific terms of the Kingspan Detailed Design Service. Kingspan will not be held liable for any consequential losses incurred any party through the use of this document. Customers of Kingspan accept that the information provided in this document is supplied for general guidance purposes only. Unauthorised Distribution This document is provided in good faith to Kingspan customers to assist in the design of the SFS product. It should not be distributed to third parties without the prior written consent of Kingspan. iii

6 1 SYSTEM OVEVIEW 1.1 Overview The Kingframe Steel Framing System (SFS) is a component supply structural stud façade system commonly used in two main methods: Infill and Oversail. The system consists of C shaped studs and U shaped tracks designed on a project specific basis to form the inner leaf of an external façade. Both systems are constructed on-site and must be designed and installed to relevant codes and standards. Liability for the quality and accuracy of the installation rests with the installation contractor and not Kingspan. SFS has been extensively used in construction projects covering residential flats, apartments, healthcare and educational developments, commercial developments, public buildings and industrial properties. Sections are supplied to site as individual components and fully assembled in-situ. This is an advantage where site access/craneage is restricted. Components can be supplied in final required lengths or standard lengths cut to suit on site. By cutting to length on site, construction tolerances in structures can be fully accommod. Infill Systems are typically supported at the slab edge between hot-rolled steel or concrete. This allows insulation and external finishes to be installed outside the main structural frame if the correct tolerance scheme is adopted. The system is suitable for both low and high-rise construction. A deflection allowance is required at each floor level. Oversail Systems are fitted outside the line of the structural frame using support cleats at each floor level with connections designed to allow slab deflection. It is particularly suited to situations where cladding materials are sensitive to differing movement of the main frame. Adequate base support must be provided to accommo vertical loading. Both systems achieve early weather protection of the building allowing other internal fitting trades to work inside the structure and removing external cladding from the critical path. Furthermore, these systems also provide lateral support to most cladding materials including masonry, profiled metal s, proprietary panels, insulated render systems, terracotta and timber rain screen systems. It should be d that SFS is not intended to provide vertical support for masonry facades. It is also possible to design Kingspan SFS sections to form the primary load bearing structural framing for low rise buildings. This is beyond the scope of this manual but information is available on request from Kingspan. 1.2 Design Considerations Design considerations affect the performance of the SFS systems. Some of these are described below; Design Life SFS sections are hot dip galvanised with a 20μm zinc coating and are intended for warm frame construction. This is to say that the SFS is always fully enclosed within the warm envelope of the facade insulation applied to the external face of the SFS. Where parapets, upstands, downstands, etc. are formed in SFS, they should be insulated to all exposed faces in order to satisfy this requirement. Assuming that the SFS is maintained within a warm frame environment, current industry guidance 1 is that a design life of 250 years can be expected. Where the SFS is installed in a cold frame environment (low risk of water ingress, some risk of condensation), this reduces to years. SFS may be used in potentially corrosive environments, such as swimming pool buildings, providing that the internal finishes are designed to protect the frame. There are a number of boards specifically designed for swimming pools, such as Promat Masterboard 2 which is a moisture resistant lining system for swimming pool applications. Live Load Deflection Every structure, whether concrete or steel, will move when placed under load during normal use. This is anticipated within the design of the building the engineers and must be accommod within the SFS system. This movement is in the vertical plane and is normally at its maximum displacement at mid-span between vertical supports e.g. columns. The expected total movement can be calculated using the formula below 3 ; Maximum deflection = Span between supporting columns 360 The Kingspan standard SFS System can achieve a maximum deflection tolerance at the head of an infill frame of 25mm. Conditions that have a greater live load deflection value must be erred to Kingspan 1 P262 Durability of Light Steel Framing in esidential Building. Second Edition. The Steel Construction Institute, This is provided as an example of available boarding only and does not form a specification or recommendation from Kingspan. Frame linings are beyond the scope of Kingspan s design and supply. 3 Assumes a design deflection limit under imposed load of span/360 for the primary frame. This should be confirmed with the primary frame engineer 1

7 technical department. In oversail framing, the deflection tolerance is generally accommod within the supporting bracketry and is theore not limited the SFS. Building egulation equirements The installer should er to the main contractor and the architect to ensure that the requirements under Building egulations for areas such as air tightness, fire resistance, thermal bridging and acoustic protection are met before construction begins. When clad in suitable materials and linings, SFS constructions can achieve performances in excess to those required the current regulations. As the performance is governed the cladding and linings designed and supplied others, Kingspan cannot provide specific guidance in these areas. If you require further guidance, please consider use of our full through wall system - KingBuild System (KBS). 1.3 Design Guidance Kingspan offer guidance on specific issues that affect the design, specification and installation of the SFS system. Detailed guidance on issues can be found at: Guidance s published Kingspan Steel Building are recommendations and cover the following main areas; SFS & Setting Out; SFS & Sustainability; SFS & Thermal Performance, SFS & Deflection; SFS & Wind Loadings. 1.4 Construction Design Management The Construction Design Management (CDM) regulations 2007 redefined the responsibilities and guidance for system suppliers and designers on all construction projects in the UK. Wheer possible, Kingspan will take measures to design out any risk to the installer during construction of the SFS. Kingspan Steel Building will identify potential CDM risks to the named individual within the project team. It is the responsibility of the Installer to provide the contact details of this individual to Kingspan Steel Building. When Kingspan recognises a hazard to health and safety that cannot be avoided through design, the hazard and proposed mitigation is identified on the drawings using the following symbol: Figure 1 - CDM Hazard Identification A description of the hazard is then written into the legend of the drawings. The most frequently identified specific risks are: Multiple different stud systems / gauges specified on drawing installer to implement sufficient QA checks to ensure compliance with scheme. Consider requesting Kingspan site inspection. Long span studs installer to prepare adequate method statement for handling of high span studs. Consider mechanical lifting equipment. Heavy lifting installer to prepare adequate method statement for handling heavy materials. Consider mechanical lifting equipment. Large structural openings lintels, cills and jambs must be formed with continuous (NOT spliced) members. Installer to ensure specific section lengths ordered as required. Edge protection required SFS cill too low to offer edge protection to BS EN 13374:2004. Main contractor to provide additional edge protection system. For further information, please er to the SFS Designer s isk Assessment and the SFS Installation Manual. 2

8 2 SFS STANDAD COMPONE 2.1 Basic Components C section and U section components are formed from pre-hot dipped galvanised steel to BS EN 10346:2009, Grade S390 + zinc coating Z275 g/m 2. Guaranteed minimum yield strength = 390N/mm 2. Ancillary components including Angles, Cleats, Brackets and Z Bars are formed from pre-hot dipped galvanised steel to BS EN 10346:2009, Grade S275 + zinc coating Z275 g/m 2. Guaranteed minimum yield strength = 275N/mm 2. U Section Track C Section Stud Angles, Cleats & Brackets Z Bar Flat Straps N.B. All thicknesses given in this manual are the overall nominal thickness, including galvanised coating. 3

9 2.2 Kingspan Section ange All sections and ancillaries provided Kingspan have a unique erence. The table below gives a guide to what these erences mean; C C Section 100mm web (W) 50mm leg (F) 1.2mm thickness (T) U U Section 104mm web (W) 55mm leg (F) 1.2mm thickness (T) FS 100 ~ 120 Flat Strap 100mm width (A) ~ 1.2mm thickness (T) B Bracket 135mm leg (A) 105mm leg (B) 6.0mm thickness (T) L Angle Section 70mm leg (A) 50mm leg (B) 2.0mm thickness (T) L L Angle Section 70mm leg (A) 50mm leg (B) 2.0mm thickness (T) Stock Lengths 3.0m 2.3 Secondary Products The table below gives the sections and products other than standard C and U sections manufactured Kingspan: Section ef. Weight (kg/m) A (mm) B (mm) C (mm) T (mm) Angles & Cleats L70502 ~ L ~ L ~ L ~ L ~ L ~ L50502L ~ L100502L ~ L L ~ Brackets B * ~ B808030* ~ KHC9524A* ~ KHC9528B* ~ Strap Products FS10012 ~ 100 ~ ~ 1.2 FS3809 ~ 38 ~ ~ 0.9 Z Bar Products Z ~ *Products include pre-punched holes. Contact Kingspan for further information. 4

10 2.4 C Section ange To BS5950-5:1998 Dimensions Gross Section Major Axis Bending Minor Axis Bending Compression Section eference Mass (kg/m) W (mm) F (mm) Li (mm) T (mm) Internal radius r i (mm) Galv coating (mm) Area (mm 2 ) I xx (cm 4 ) I yy (cm 4 ) r x (cm) r y (cm) Z xx (cm 3 ) Z yy (cm 3 ) I xx Effective (cm 4 ) Z xx Effective (cm 3 ) P0 (N/mm 2 ) Mcy Web Comp (knm) Mcy Web Tension (knm) es (mm) Q C C C C C C C C C C C C C C C C C C C C C C C C C C Please er to web site to ensure you are using an up to copy of the section properties. Further sections are available upon request. Please contact your Area Sales Manager for further details. 5

11 2.4.2 To BS-EN :2006 Section eference Mass (Kg/m) W (mm) F (mm) Li (mm) Dimensional Gross Section Major axis bending Minor Axis Bending Compression Mc,z Internal Galv Gross I T δ I radius coating (mm) (x10 3 Area yy I zz i y i z W el,yy W yy in W el,yy in Mcz Web el,zz Web e ) r i (mm) (mm) (mm 2 (cm 4 ) (cm 4 ) (cm) (cm) (cm 3 ) (cm 3 Bending Bending Tension Ny Q ) ) (cm 4 ) (cm 3 Comp (mm) ) (knm) (knm) C C C C C C C C C C C C C C C C C C C C C C C C C C

12 2.5 U Section ange To BS5950-5:1998 Dimensions Gross Section Major Axis Bending Minor Axis Bending Compression Section eference Mass (kg/m) W (mm) F (mm) Li (mm) T (mm) Internal radius r i (mm) Galv coating (mm) Area (mm 2 ) I xx (cm 4 ) I yy (cm 4 ) r x (cm) r y (cm) Z xx (cm 3 ) Z yy (cm 3 ) I xx Effective (cm 4 ) Z xx Effective (cm 3 ) P0 (N/mm 2 ) Mcy Web Comp (knm) Mcy Web Tension (knm) es (mm) Q U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ Please er to web site to ensure you are using an up to copy of the section properties. Further sections are available upon request. Please contact your Area Sales Manager for further details. 7

13 2.5.2 To BS-EN :2006 Dimensional Gross Section Major axis bending Minor Axis Bending Compression Section eference Mass (Kg/m) W (mm) F (mm) Li (mm) T (mm) Internal radius r i (mm) Galv coating (mm) δ (x10 3 ) Gross Area (mm 2 ) I yy (cm 4 ) I zz (cm 4 ) i y (cm) i z (cm) W el,yy (cm 3 ) W el,zz (cm 3 ) I yy in Bending (cm 4 ) W el,yy in Bending (cm 3 ) Mc,z Web Comp (knm) Mcz Web Tension (knm) e Ny (mm) Q U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~ U ~

14 2.6 Ancillary Products The following products are supplied Kingspan and its agents. These components are not manufactured Kingspan ; Order ef. Box Qty W (mm) Deflection Head Bracket DHB DHB DHB DHB DHB DHB Span Tables The following span tables show the maximum span for each stud section under different applied windloads, effective lengths and span deflection ratios. When using the tables please take into consideration the following s: The values shown in each table are the maximum spans in metres of each stud section. The section properties used to form the tables are in accordance with BS5950: Part 5:1998. Design is based on SCI assessed methodology (SCI Assessed eport T1439 April 2012). The span tables apply to SFS Infill sections only. They do not apply for oversail or load bearing sections. Spans are not limited the end conditions and theore these must be checked separately. Spans in bold and italic highlight spans to which the standard stud/track end condition must be checked. Wind loads are assumed to be uniformly distributed loads only. No allowance has been made for barrier loading or any other additional imposed load. Span tables do not consider the axial capacity of the stud sections. Allowable deflection ratios depend on the type of finishes being applied to the SFS. For further advice seek specialist manufacturer s guidance. If in doubt on how to apply these tables, please seek advice from Kingspan. Span tables are to be used for guidance only. Kingspan accepts no liability for the use of its published span tables on live schemes. Schemes should be erred to Kingspan for design and engineering calculations (at agreed costs) prior to material purchase in all instances. 9

15 SFS Span Tables Studs at 600 centres Deflection atio: L/360 Effective Length: 0.85 x L Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C Deflection atio: L/360 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C When using these tables, please er to s in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions please check separately. 10

16 SFS Span Tables Studs at 400 centres Deflection atio: L/360 Effective Length: 0.85 x L Deflection atio: L/360 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C When using these tables, please er to s in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions please check separately. 11

17 SFS Span Tables Studs at 300 centres Deflection atio: L/360 Effective Length: 0.85 x L Deflection atio: L/360 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C When using these tables, please er to s in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions please check separately. 12

18 SFS Span Tables Studs at 600 centres Deflection atio: L/240 Effective Length: 0.85 x L Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C Deflection atio: L/240 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C When using these tables, please er to s in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions please check separately. 13

19 SFS Span Tables Studs at 400 centres Deflection atio: L/240 Effective Length: 0.85 x L Deflection atio: L/240 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C When using these tables, please er to s in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions please check separately. 14

20 SFS Span Tables Studs at 300 centres Deflection atio: L/240 Effective Length: 0.85 x L Deflection atio: L/240 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C Unfactored Wind load (kn/m 2 ) Stud Section C C C C C C C C C C C C C C C C C C C C C C C C C C When using these tables, please er to s in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions please check separately. 15

21 3 SFS STANDAD FIXINGS 3.1 ecommended Fixings Kingspan do not sell fixings associated with SFS. Set out below are standard SFS fixings from a variety of manufacturers. All fixings stated are general recommendations only. All connections from the SFS to any interfacing structure or material must be checked for suitability and design with Kingspan and the third party supplier prior to construction. Installers may also wish to use other fixings this should be communicated to Kingspan at the start of the project (prior to design commencing) such that they can be checked for suitability and incorporated into the design. Note: Kingspan do not recommend the use of PH3 fixings for flush cold rolled to cold rolled connections Application Supplier Product Code Description Tools Picture SFS to SFS Connections Flush finish 1mm up to 4.0mm fixing thickness ITW-SPIT Hilti CFC26 (Eurocode ) S-MD 03ZW 5.5 x Pancake head Ø5.5 x 32mm Self Drilling, Coarse threaded, Self tapping TEK Waferhead Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK SDS Gun 2PSD SDS Gun Phillips No.2 ITW-SPIT TC25 (Eurocode ) Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK SDS Gun 5/16 th AF Hex SFS to SFS Connections Non flush finish 1mm up to 4.0mm fixing thickness Hilti S-MD 03Z 5.5x Ejot LS 5.5 x 25 Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK SDS Gun 8mm Hex SDS Gun 8mm Hex Evolution TSHW Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK SDS Gun 5/16 th AF Hex 16

22 Application Supplier Product Code Description Tools Picture SFS to Hot olled Steel Flush finish 4 to 12.5mm fixing thickness SFS to Hot olled Steel Non flush finish 3.0mm steel to 12.5mm HS ITW-SPIT Hilti CFL32 (Eurocode ) S-MD 05ZW 5.5x Ejot HSCF 5.5x38 ITW-SPIT Hilti TL32 (Eurocode ) S-MD05Z 5.5 x Ejot HS 5.5 x 38 Evolution TSHW (SI)II Pancake head Ø5.5 x 32mm Low Profile TEK, Self Drilling, Fine threaded, Self tapping Wafer Head Ø5.5 x 40mm Low Profile TEK, Self Drilling, Fine threaded, Self tapping Flat pan head Ø5.5 x 38mm Self Drilling, Coarse threaded, Self tapping TEK Hex head screw Ø5.5 x 32mm TEK Self Drilling, Fine threaded, Self tapping Hex head screw Ø5.5 x 40mm TEK Self Drilling, Fine threaded, Self tapping Hex head screw Ø5.5 x 38mm TEK Self Drilling, Fine threaded, Self tapping Hex head screw Ø5.5 x 38mm TEK Self Drilling, Fine threaded, Self tapping SDS Gun Phillips No.2 SDS Gun Phillips No.3 SDS Gun Phillips No.3 SDS Gun 5/16 th AF Hex SDS Gun 8mm Hex SDS Gun 8mm Hex SDS Gun 5/16" Hex ITW-SPIT SC9-20 Powder actuated nail fixing Spitfire P370 SFS to Hot olled Steel Connections SFS to 20mm HS Hilti X-U 16 MX Powder actuated nail fixing DX460MX Fixfast DF x 65 Hex head screw Ø6.3 x 65mm TEK Self Drilling, Fine threaded, Self tapping SDS Gun 8mm Hex 17

23 Application Supplier Product Code Description Tools Picture SDS Gun ITW-SPIT Hex head anchor 8mm Hex 4H32 Ø6 x 32mm SDS Drill (Eurocode ) 6mm masonry bit SFS to Concrete Connections 3.0mm steel to concrete Hilti HUS 6x Ejot 4H 6.3x32 Evolution MSHH Hex head anchor Ø6 x 45mm Hex head anchor Ø6.3 x 32mm Hex head anchor Ø6.3 x 32mm Impact Driver Torx 40 SDS Drill 6mm SDS Gun 8mm Hex SDS Drill CD 4L (Ejot ) SDS Gun 5/16" Hexagonal SDS Drill 5mm masonry bit Bracket to Hot olled Steel Connections 5 to 8mm steel brackets to >6mm HS Bolted connection G8.8 Bolts G8.8 bolts with locking nut and washers. SDS Drill Spider Bolt NSL-1998 Blind bolt SDS Drill ITW-SPIT TIGA Z V6 10/20 Through bolt Torque controlled expanding anchor SDS Gun SDS Drill Bracket to Concrete Steel brackets to Concrete ITW-SPIT TIGA Z E6 10/20 ITW-SPIT Tapcon LDT M10x60 (Typical) Stud anchor Torque controlled expanding anchor Large diameter screw anchor SDS Gun SDS Drill SDS Gun SDS Drill Hilti HSC-A M10 x 40mm HSC-A M10 x 40mm safety anchors SDS Gun SDS Drill 18

24 Application Supplier Product Code Description Tools Picture Sheathing Board / Timber to SFS (Max. 47mm board to max. steel thickness 3.0mm) Hilti Ejot S-WD 13C 4.8 x 38 S-WD 13C 5.5 x , WDLS 4.8 x 38 WDLS 5.5 x 50 to x 38mm wafer head wing tip screw 4.8 x 38mm wafer head wing tip screw SDS Gun Phillips No.2 SDS Gun Phillips No.2 Brick tie channels to SFS Hilti Ejot S-CD 53S 5.5 x 86 to 156 JT x 70 S16 JT3-D-6H 5.5/6.3x 87 to147 S to 1.5mm channel to SFS through varying insulation thickness 1.2 to 1.5mm channel to max 1.6mm steel through varying insulation thickness SDS Gun 8mm Hex SDS Gun 8mm Hex igid phenolic insulation board to SFS Ejot JT x L S16 with SBV 90 washer Varying insulation thickness up to 100mm to 4.0mm steel SDS Gun 8mm Hex Hilti S-DD01B 3.5 x 25 to 55 Black self-drill drywall screw Board to max. 2.25mm SFS sections SDS Gun Phillips No.2 Internal Lining: Plasterboard / Chipboard / Ply / OSB to SFS Hilti S-DD01Z 3.5 x 25 to 65 Ejot WDLS 5.5 x 50 to 127 BZP self-drill drywall screw Board to max. 2.25mm SFS sections Board to max. 3mm SFS sections SDS Gun Phillips No.2 SDS Gun Phillips No.3 Ejot WDHS5.5 x 65 to 119 Board to 4mm SFS sections and hot rolled steel up to 12mm gauge SDS Gun Phillips No.3 19

25 4 INFILL SFS Figure 2 - Typical Infill SFS Bay 4.1 Design Principles General Stud Design & Construction Studs are generally provided vertically at centres of 600mm,though may be provided at 400mm or 300mm as determined structural calculation. These centres are determined interfacing board dimensions of 2400x1200mm (external or internal board). The frames are constructed using a head and base track into which vertical studs are placed. Deflection is typically accommod at the head connection of the vertical studs to the head track. A corresponding deflection gap in the cladding is normally also needed Structural Openings The forming of structural openings is easily managed with the Infill SFS System. Constructions of lintels, cills and jambs must always be confirmed Kingspan engineers. Details given in Section 6 show construction method only and do not form a specification Splicing of Sections Infill sections should be ordered to length or to be cut down on site. Under no circumstances should they be spliced together Deflection Head Details Deflection zones must be kept clear of all fixings and materials that may compromise the movement joint provided at the head of the SFS. Kingspan Technical will defer to Type 4 deflection method in all instances where a fixing can be practically made on both sides of the SFS wall. Each method has implications on design and they should not be interchanged on site without prior agreement with Kingspan Steel Building. Further details on all methods are available in the standard details. Type 1 Deflection Head Clip (Detail A14) The deflection head clip system works using a shaped bracket that fits inside the legs of the track that holds the stud in place, providing clearance for the track to move without fouling on the top of the stud or on any fixings. This method only applies to the 70, 100, 150, 200, 250 and 300mm ranges. Type 2 Block and Bracing (Detail A15) There may be areas of the build where it is not possible to access both flanges of the head track. Below the obstruction, the studs will receive flat strap fixed on either side with a noggin section tightly fitted and fixed between every third stud and at both ends of each bay. When the noggin is fitted the studs will remain solidly in place, unable to twist due to the blocking section. 20

26 Type 3 Head Track Blocking (Detail A16) An installer may choose a third method of creating an allowance for deflection, placing blocking sections of stud within the top track, tightly fitting between every stud. This will pent the studs from racking or twisting and allow the track to move freely over the studs. Type 4 Slotted Stud (Detail A21) The Slotted Stud system works using a centrally positioned pre-punched slot in the flange of the C profile. The stud is secured using fixings installed through both flanges of the head track through the slots in the stud. This allows for relative deflection of the head track whilst still providing restraint for the studs. When using the slotted stud, the installer should be aware of the following: When placing orders for slotted studs, the order must clearly state that slotted studs are required. This is the responsibility of the installer. Kingspan have a minimum rolling length of 600mm for each section. Theore, cripple studs beneath this length do not require slots and can be fixed to the lintel only as shown in Figure 3 below: Figure 3 Slotted stud cripple studs for spans below 600mm Mid Span estraint (Detail 0) Mid span restraint may be specified Kingspan engineers in instances of high vertical spans or of high load. Their purpose is to restrain the studs from twisting Cladding Treatments & Boarding The performance of the SFS when subject to loads from cladding treatments is taken into account Kingspan engineers. Specialist cladding treatments may require different structural schemes based on the loading arrangements or system requirements of these systems. Unless otherwise instructed, Kingspan engineers will assume that all loads are uniformly distributed across a given panel Masonry cladding SFS can provide lateral support to masonry cladding (i.e. restraint from wind loads) but it must never be used to support brick or other such heavy-weight cladding. It is the responsibility of the primary structural engineer on the project to ensure that adequate support for such cladding types is provided /3 rd Minimum Bearing As a general rule, the head and base tracks of any SFS frame must be supported a minimum of 2/3 rd the width of the track a primary structural element (concrete or hot rolled steel). In instances at the head of a frame where this bearing is not available, Z bars may be used as shown in Detail Error! eference source ot found. and B.06s. At the base of a frame, Detail 0 may be used. All conditions must be checked with a Kingspan engineer prior to construction. 21

27 4.1.8 Service Holes Holes may be required in SFS members to allow cabling or pipework to pass within the wall zone. SCI Publication 301 Light Steel Framing in esidential Construction (Section 9) gives an approximate guide to the maximum sizes and spacing of service penetrations in light gauge steel sections without compromising the structural integrity. The following rules should be followed when drilling holes within SFS sections. Figure 4 - Service holes A Depth of member B Distance from edge of hole to end of member B 1.5 * A C Clear distance between holes C A D Diameter of circular holes D 0.6 * A E Width of elongated service hole / slot E 3 * F F Depth of elongated service hole / slot F 0.4 * A No holes outside of these rules should be created in SFS members without the prior agreement of Kingspan technical team Curved Walling SFS can readily accommo curved walling using a variety of construction details as outlined later in this document. It must be d though that SFS cannot form curved windows without additional curved hot rolled restraint/support. SFS can be facetted around the window but will usually require restraint posts at each facet location. For further guidance, please contact Kingspan technical team. 22

28 Braced Bays Where structural bracing fouls the zone of the SFS, alternative detailing must be provided. There are several ways to accomplish this, each of which requires coordination with the design engineer and fabricator: Use of SHS or HS bracing instead of flats allows SFS to be fitted above and below. Flat strap bracing can be detailed offset to the external or internal face, allowing SFS to span unimpeded in the remaining zone. This must be confirmed with the engineer/fabricator as it will result in eccentric loads applied to the columns. If neither of the above are possible, twin 70mm systems may be able to span either side of the bracing and be tied together at regular vertical centres if required design. Figure 5 - SHS Bracing Figure 6 - Off-set bracing Figure 7 - Twin system around bracing For specific guidance, please contact Kingspan Parapets and Downstands Parapets and downstands can be formed in SFS but designers should be aware that SFS is a vertically spanning product which requires restraint at head and base. This can be use of hot rolled restraint posts at regular centres with an SFS section spanning horizontally between them (as details 0 & 0), use of buttressing walls or use of diagonal propping/bracing back into the structure ibbon Windows ibbon windows and large punch windows may be formed in SFS in a variety of ways: The windows may include blanking panels, behind which SFS can span full height to break up the opening into manageable widths. The maximum centres for such panels will be project specific and Kingspan Steel Building should be consulted for guidance on each job. The project engineer may provide wind posts at certain centres to break up the spans of large lintels and cills into manageable widths. For guidance on post centres, please contact Kingspan. The SFS section depth (i.e. overall wall depth) may be increased to allow it to span further without additional restraints. In this way, it may be possible to span SFS between primary structural columns. The openings may be framed out in hot rolled steel others Brise Soleil It is possible for SFS to support a brise soleil in certain situations. This will depend upon the spans and applied loads but the following guidance will need to be observed: The brise soleil bracketry must be fixed back to the webs of the studs designed to support it not the flange. Kingspan will require a full schedule of the loads applied the brise soleil in order to design the SFS to support it. Generally, this will include snow, wind and dead loads. The SFS will require strengthening in order to support the screens and none should be installed without prior agreement with Kingspan technical team. Potential cold bridging issues will need to be assessed the architect / design team. 23

29 Kingposts The KingPOST is a wind moment post designed and supplied Kingspan. The KingPOST is an alternative for bespoke hot rolled steel posts and is used to provide restraint to the SFS system on applications such as large spanning windows or parapets. It offers a standard off the shelf solution that can be used to form a range of cantilevers. The base is a standard assembly to which light gauge steel studs can be fixed to form the final arrangement. Further details on Kingposts can be found on Kingspan Technical Application Document: Kingpost Installation (TAD 00057) and standard details C.18a and C.19a Oversail Cleats Kingspan have developed a range of standard oversail cleats as an alternative for bespoke lateral or dead load cleats. The cleats can be used to fix the SFS studs back to the primary structure at intermediate positions to provide lateral and dead restraint. It offers a standard off the shelf solution that can be ordered in a range of depths and leg lengths to suit. The SFS Oversail cleats will be designed and supplied Kingspan. The SFS oversail cleats are suitable for general studs and jamb studs, but bespoke cleats may be required for non-standard applications. Cleat ef; KWC9524 Cleat ef; KWC14028 Cleat ef; KWC14040 Cleat ef; Further details on Kingspan Oversail Cleats can be found on Kingspan Technical Application Document: Kingpost Installation (TAD 00058) and standard details. 24

30 5 OVESAIL SFS Figure 8 - Typical Oversail Bay 5.1 Design Principles General Stud Design & Construction Studs are generally provided vertically at centres of 600mm, 400mm or 300mm. These centres are determined interfacing board dimensions of 2400x1200mm (external or internal board). The SFS is set outside the line of the primary structure and fixed back to steel beams and/or concrete slabs using specifically designed brackets. Due to the varying nature of setting out, all brackets are designed on a project specific basis. Brackets or ledger angles may require fitting to the slab edge onto which either horizontal track or vertical studs can be fitted. Each stud requires individually setting out design to ascertain the right position for the support brackets. This construction method is limited as to the amount of stories it can form before being dead load fixed back to the slab. For project specific guidance, please contact Kingspan Deflection Conditions The provision for deflection within an oversail system is within the bracket fixed to the studs. The face of the bracket that fits to the stud will be slotted and the face of the bracket that goes to the substrate will be hard fixed. This will allow the structure to deflect independently of the SFS. 25

31 5.1.3 Splicing of Sections Studs should be spliced into manageable lengths to facilitate safe site installation and to guarantee adequate structural performance. These splices are individually designed to ensure that they are strong enough for each application but will generally be just above restraint points. No splices should be added where not indicated the design. If additional cuts are required in order to safely install the system, please contact Kingspan prior to ordering the steel Structural Openings Structural openings are formed in the same manner as the Infill method. However, due to increased loading conditions at jambs, lintels and cills, the support bracketry to these elements may require heavier gauges and increased fixing capacities. Where openings do not align floor on floor, it may be impractical to use traditional oversail SFS. In these instances, single storey overfills may be formed outside the line of the building using bespoke bracketry as shown in detail Mid Span estraint (Detail 0) Mid span restraint is often used in Oversail façades to help stiffen the panel construction. The use of mid span restraints will be determined under structural calculation and shown on the Kingspan elevation drawings. The specification and setting out of these noggins will be given in Kingspan drawings Cladding Treatments & Boarding (Detail E.01 & E.02) Please er to guidance in section Service Holes Please er to guidance in section Curved Walling Please er to guidance in section Braced Bays Please er to guidance in section Parapets and Downstands In many instances, parapets and downstands are more easily formable in an oversail system as the studs can be cantilevered from the floor above/below. This depends upon the spans and loads involved and should be erred to Kingspan for specific guidance ibbon Windows Please er to guidance in section Brise Soleil Please er to guidance in section Fixings The correct and adequate fixing of brackets to the primary structure must be specified Kingspan Steel Building engineers. Generally, bracket fixing to concrete take the form of either mechanical or resin anchors and fixings to hot rolled steel will be grade 8.8 structural bolts. 26

32 6 S 6.1 A Series Basic Connections ev. A.01 Head Track to Concrete Connection Straight SD04 A.02 Head Track to Steel Connection Straight SD03 A.03 U Base Track to Concrete Connection Straight SD03 A.04 U Base Track to Steel Connection Straight SD03 A.05s Head Track to Concrete Connection Curved Option 1 (Slotted Stud) SD05 A.06s Head Track to Concrete Using Slotted Stud Connection Curved Option 2 SD04 A.07s Head Track to Steel Using Slotted Stud Connection Curved Option 1 SD04 A.08s Head Track to Steel Using Slotted Stud Connection Curved Option 2 SD04 A.09 Base Track to Concrete Connection Curved Option 1 SD03 A.10 Base Track to Concrete Connection Curved Option 2 SD03 A.11 Base Track to Steel Connection Curved Option 1 SD03 A.12 Base Track to Steel Connection Curved Option 2 SD03 A.13 Stud to Base Track Connection SD03 A.14 Stud to Head Track Using DHB Type 1 Head Clip SD03 A.15 Stud to Head Track Type 2 Block & Brace SD03 A.16 Stud to Head Track Type 3 Head Track Blocking Connection SD03 A.17 Stud Back-to-Back Construction SD03 A.18 Stud to Concrete Column SD03 A.19 Stud to Steel Column Connection SD03 A.20 Tracks Joint Fixing SD05 A.21 Slotted Stud to Head Track Type 4 Slotted Stud SD03 A.22 Flat Strap Bracing Detail Connection SD05 A.23 Vertical Stud to Steel Column Connection with welded plates SD03 A.24 Vertical Stud to Steel Column Connection SD03 A.25 Head Track Fixings at PFC Parapets SD01 These details are shown on the following pages. 27

33 A B HEAD TACK FIXED TO CONCETE USING FIXINGS AS SPECIFIED ON DAWINGS MINIMUM 3 2 BEAING ON STUCTUE MUST BE OBSEVED. IF DIFFEENT CONTACT IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision A B INFILL FAMING U HEAD TACK TO CONCETE CONNECTION - STAIGHT A.01 SD04

34 A B HEAD TACK FIXED TO STEEL USING FIXINGS AS SPECIFIED ON DAWINGS MINIMUM 3 2 BEAING ON STUCTUE MUST BE OBSEVED. IF DIFFEENT CONTACT IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION A ision B INFILL FAMING U HEAD TACK STEEL CONNECTION - STAIGHT A.02 SD04

35 A B BASE TACK FIXED TO CONCETE USING FIXINGS AS SPECIFIED ON DAWINGS MINIMUM 2 3 BEAING ON STUCTUE MUST BE OBSEVED. IF DIFFEENT CONTACT IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision A B INFILL FAMING U BASE TACK TO CONCETE CONNECTION - STAIGHT A.03 SD03

36 A B BASE TACK FIXED TO STEEL USING FIXINGS AS SPECIFIED ON DAWINGS MINIMUM 2 3 BEAING ON STUCTUE MUST BE OBSEVED. IF DIFFEENT CONTACT IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS A SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision B INFILL FAMING U BASE TACK TO STEEL CONNECTION - STAIGHT A.04 SD03

37 A B HEAD TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS A IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision B INFILL FAMING HEAD TACK CONC - SLOTTED STUDS CONNECTION - CUVED - OPTION A.05S SD05

38 A HEAD TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS WITH A MINIMUM OF 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES TACKS MUST NOT BE CUT AND CUVED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision A INFILL FAMING HEAD TACK CONC. USING SLOTTED STUD CONNECTION - STAIGHT - OPTION A.06S SD04

39 A B HEAD TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES A TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision B INFILL FAMING HEAD TACK TO STEEL USING SLOTTED STUD CONNECTION - CUVED OPTION A.07S SD04

40 A HEAD TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS WITH A MINIMUM OF 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES A TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING HEAD TACK TO STEEL USING SLOTTED STUD CONNECTION - CUVED OPTION A.08S SD04

41 A.03 BASE TACK TO CONCETE CONNECTION - STAIGHT A B BASE TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. A.03 BASE TACK TO CONCETE CONNECTION - STAIGHT B IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision A INFILL FAMING BASE TACK TO CONCETE CONNECTION - CUVED OPTION A.09 SD03

42 A.04 BASE TACK TO STEEL CONNECTION - STAIGHT A BASE TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS WITH A MINIMUM OF 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. A.04 BASE TACK TO STEEL CONNECTION - STAIGHT A IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING BASE TACK TO CONCETE CONNECTION - CUVED OPTION A.10 SD03

43 A B BASE TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. B IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision A INFILL FAMING BASE TACK TO STEEL CONNECTION - CUVED OPTION A.11 SD03

44 A BASE TACK FIXED TO STUCTUE USING FIXINGS AS SPECIFIED ON DAWINGS WITH A MINIMUM OF 1 FIXING EQUIED AT TACK JOI 50mm FOM BOTH TACK ENDS. A IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS MINIMUM 2 3 BEAING ON STUCTUE AT ALL TIMES TACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT APPOVAL - CUVED LINTELS AND CILLS CANNOT BE FOMED WITHOUT ADDITIONAL ESTAINT. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING U HEAD TACK TO CONCETE CONNECTION - CUVED OPTION A.12 SD03

45 STUD FIXED TO BASE TACK USING 1no WAFE HEAD 5.5mm SELF DILLING TEK SCEW THOUGH EACH TACK FLANGE. IMPOTANT - FIXING EDGE DISTANCES WITHIN THE COLD OLLED STEEL OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS FIXING MUST BE DIVEN AT 90 DEGEES TO THE FACE OF THE TACK FLANGE. MAXIMUM GAP FOM THE BOTTOM OF A STUD TO THE BASE TACK WEB IS 10mm. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING STUD TO BASE TACK CONNECTION A.13 SD03

46 DEFLECTION HEAD BACKET FIXED INTO HEAD TACK WITH 1no WAFE HEAD 5.5mm SELF DILLING TEK SCEW THOUGH EACH TACK FLANGE. DEFLECTION HEAD BACKET FIXED FLUSH WITH THE UNDESIDE OF THE HEAD TACK FLANGE TO ALLOW FEE VETICAL MOVEMENT OF THE STUD. ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING VETICAL STUD TO HEAD TACK USING DHBs - TYPE 1 HEAD CLIP A14 SD03

47 FLAT STAP BACING FIXED INTO STUD FLANGES WITH 1no WAFE HEAD 5.5mm SELF DILLING TEK SCEW THOUGH EACH STUD FLANGE. NOGGIN SECTIONS INSTALLED AS A TIGHT FIT BETWEEN EVEY 3rd SET OF STUDS AND AT EVEY END BAY USING 3no WAFE HEAD 5.5mm SELF DILLING TEK SCEW THOUGH EACH NOGGIN FLANGE. NOGGIN LINE AT A MAXIMUM DIMENSION OF 400mm DOWN FOM TOP TACK. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING VETICAL STUD HEAD TACK DEFLECTION TYPE 2 - BLOCK & BACE A.15 SD03

48 NOGGIN SECTIONS INSTALLED AS A TIGHT FIT BETWEEN EVEY STUD WITH A MINIMUM OF 1 FIXING 50mm FOM THE END OF THE SECTIONS THOUGH THE HEAD TACK INTO THE STUCTUE BUT TO MATCH THE POJECT SPECIFIC FIXING DETAILS. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING HEAD BLOCKING CONNECTION A.16 SD03

49 C SECTION VETICAL STUDS JOINED THOUGH THE WEBS AT 300mm STAGGEED CENTES USING 5.5mm SELF DILLING TEK SCEWS. FIX BOTH STUDS THOUGH BASE TACKS THOUGH BOTH FLANGES USING 1no 5.5mm SELF DILLING TEK SCEW AS A.03. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL / OVESAIL FAMING VETICAL STUD BACK TO BACK CONNECTION A.17 SD03

50 C SECTION VETICAL STUD IS FIXED TO THE CONCETE COLUMN USING FIXINGS AS DEFINED IN THE POJECT SPECIFIC DAWING LEGEND. MINIMUM OF 2no FIXINGS 50mm FOM HEAD AND BASE OF THE STUD AND AT 300mm VETICALLY STAGGEED CENTES. FIX BOTH STUDS THOUGH BASE TACKS THOUGH BOTH FLANGES USING 1no 5.5mm SELF DILLING TEK SCEW. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS. EDGE DISTANCES IN CONCETE VAY. CONSULT POJECT DETAILS. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision NOTE - THIS IS NOT EQUIED AT ALL COLUMN LOCATIONS. PLEASE EFE TO KINGSPAN ELEVATION DAWINGS AND DETAILS FO LOCATIONS. INFILL FAMING VETICAL STUD TO CONC. COLUMN CONNECTION A.18 SD03

51 C SECTION VETICAL STUD IS FIXED TO THE STEEL COLUMN USING FIXINGS AS DEFINED IN THE POJECT SPECIFIC DAWING LEGEND. MINIMUM OF 2no FIXINGS 50mm FOM HEAD AND BASE OF THE STUD AND AT 300mm VETICALLY STAGGEED CENTES. FIX BOTH STUDS THOUGH BASE TACKS THOUGH BOTH FLANGES USING 1no 5.5mm SELF DILLING TEK SCEW. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision NOTE - THIS IS NOT EQUIED AT ALL COLUMN LOCATIONS. PLEASE EFE TO KINGSPAN ELEVATION DAWINGS AND DETAILS FO LOCATIONS. INFILL FAMING VETICAL STUD TO STEEL COLUMN CONNECTION A.19 SD03

52 N.B. PIMAY STUCTUAL ELEME NOT SHOWN FO CLAITY. NEVE SPLICE LINTELS O CILLS. TACKS MUST ABUT EACH OTHE. A FIXING TO BE PLACED AT EACH END OF EACH TACK 50mm FOM CUT END. FIXING TYPE TO BE AS SPECIFICATION. NO STUD TO BE WITHIN 150mm OF A TACK JOINT. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING TACK JOI FIXING A.20 SD05

53 A THE SLOTTED STUD IS FIXED IN POSITION THOUGH THE HEAD TACK USING 5.5 WAFE HEAD FIXINGS INTO BOTH FLANGES OF THE HEAD TACK. DEFLECTION ZONE MUST BE KEPT CLEA OF ALL FIXINGS AND NOT BE IMPEDED FOM MOVEMENT IN ANY WAY. THE FIXING SHOULD BE POSITIONED CENTALLY AND THOUGH THE SLOTTED HOLE POVIDED A B DEFLECTION GAP (TYPICALLY 25mm) TO BE MAINTAINED AT ALL TIMES. FIXINGS TO BE MINIMUM 25mm LONG AND 5.5mm IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD03 EVIEW/UPDATE B SD SP01 SPECIFICATION ision INFILL FAMING STUD TO HEAD TACK CONNECTION SLOTTED A.21 SD03

54 A FS3809 FLAT STAP BACING FIXED TO JAMB STUD 25mm BELOW HEAD TACK USING MIN 4no. 5.5mm SELF DILLING TEK SCEWS. FIX TO LINTEL TACK FLANGE AT CIPPLE STUD LOCATION USING MIN 4no. 5.5mm SELF DILLING TEK SCEWS. ENSUE FLAT STAP IS PULLED TIGHT AND FIXED TO BOTH SIDES OF THE STUD WALL. TYPE 3 HEAD BLOCKING (DETAIL A.16) MUST BE USED ABOVE OPENINGS AT THE BAY ADJACENT TO THE JAMB WHEE FLAT STAP BACING IS EMPLOYED. A DEFLECTION GAP (TYPICALLY 25mm) TO BE MAINTAINED AT ALL TIMES. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING FLAT STAP BACING DETAIL A.22 SD05

55 CKING VETICAL STUD IS FIXED INTO 6mm PLATES - BY OTHES (6mm PLATES TO BE WELDED FLUSH WITH H STEELWOK) TO SPECIFICATION. MINIMUM EQUIEMENT - 50mm DEEP PLATE AT HEAD AND BASE OF STUD O CIPPLE STUD OVE WINDOW. C SECTION VETICAL STUD IS FIXED TO THE STEEL COLUMN USING FIXINGS AS DEFINED IN THE POJECT SPECIFIC DAWING LEGEND. MINIMUM OF 2no FIXINGS 50mm FOM HEAD AND BASE OF THE STUD. FIX STUD THOUGH BASE TACK FLANGES USING 1no 5.5mm SELF DILLING TEK SCEW. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision NOTE - THIS IS NOT EQUIED AT ALL COLUMN LOCATIONS. PLEASE EFE TO KINGSPAN ELEVATION DAWINGS AND DETAILS FO LOCATIONS. INFILL FAMING VETICAL STUD TO STEEL CLOUMN CONNECTION - WELDED PLATES A.23 SD03

56 300mm SECTIONS OF 'C' STUD AE PE-ASSEMBLED INTO A CONTINUOUS SECTION OF 'U' TACK WITH 5.5mm COLD OLLED TEK SCEWS THOUGH THE FLANGES AT 100mm CTS. THE ASSEMBLY IS FIXED INTO THE WEB OF THE COLUMN USING PAIS OF FIXINGS AT 300mm CTS. THE VETICAL STUD IS THEN FIXED INTO THE 300mm SECTIONS OF STUD WITH PAIS OF 5.5mm COLD OLLED TEK SCEWS THOUGH THE WEBS AT 300mm CTS. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SECTION A-A SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision NOTE - THIS IS NOT EQUIED AT ALL COLUMN LOCATIONS. PLEASE EFE TO KINGSPAN ELEVATION DAWINGS AND DETAILS FO LOCATIONS. INFILL FAMING VETICAL STUD TO STEEL COLUMNS CONNECTION - PACKING STUDS A.24 SD03

57 A.25a FIXINGS EQUIED AT 300mm crs. A B HEAD TACK FIXED TO SFS TACK/ANGLES USING FIXINGS AS SPECIFIED ON DAWINGS ANGLE TO BE SPECIFIED POJECT BY POJECT. IMPOTANT - FIXING EDGE DISTANCES MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS A EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS EFE TO DETAIL A01 AND A02 FO BEAING DETAILS. FIXINGS EQUIED AT 300mm crs. A.25b SFS TACK FIXING TO PAAPET PFC SD01 SPECIFICATION ision A B SFS ANGLE FIXING TO PAAPET PFC TO BE USED IF THE WIDTH OF THE PFC DOES NOT ALLOW FO A SFS TACK TO BE FIXED AT BOTH FLANGES HEAD TACK TO FIX TO BOTH ANGLES. INFILL FAMING HEAD TACK FIXINGS AT PFC PAAPETS A25 KSBS SD01

58 6.2 B Series Construction Details ev. B.01 Mid Span estraint Midspan estraint SD03 B.02s Penetrations Penetration through Head Track (inter stud) Slotted Stud SD03 B.03s Penetrations Penetration through Head Track (on stud) Slotted Stud SD04 B.04 Window Support Cill Angle SD04 B.05 Window Support Cill Plate SD04 B.06s Head Track Support Z Bar Slotted Stud SD04 B.07 Track Support Edge Angle SD03 B.08 Penetrations -Scaffold Penetration through Head Track (on stud) SD05 B.09 Penetrations -Scaffold Penetration through Head Track (B/W Studs) SD04 B.10 Penetrations -Scaffold Penetration through Head Track (At Jambs) SD05 These details are shown on the following pages. 53

59 FLAT STAP BACING FIXED INTO STUD FLANGES WITH 1no WAFE HEAD 5.5mm SELF DILLING TEK SCEW THOUGH EACH STUD FLANGE. NOGGIN 'C' SECTIONS INSTALLED AS A TIGHT FIT BETWEEN EVEY 3rd SET OF STUDS USING 3no WAFE HEAD 5.5mm SELF DILLING TEK SCEWS THOUGH EACH NOGGIN FLANGE. JOI IN STAP TO ABUT ON THE CENTELINE OF STUDS. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL / OVESAIL FAMING MIDSPAN ESTAINT B.01 SD03

60 s HEAD TACK ENDS MUST HAVE A FIXING NO MOE THAN 50mm FOM THE CUT END AS INDICATED ON THE SPECIFICATION. STUDS MUST BE NO CLOSE THAN 150mm FOM THE CUT IN THE HEAD TACK. IF THIS IS NOT POSSIBLE, USE DETAIL B.03 IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING PENETATION THOUGH HEAD TACK INTE STUD - SLOTTED B.02S SD03

61 VETICAL STUD ON THE (TYPICAL) 600mm GID MAY BE CUT SHOT AND A CONVENTIONAL CILL FOMED BELOW SEVICE PENETATION BETWEEN ADDITIONAL 150mm LONG CIPPLE STUDS EITHE SIDE OF THE GID STUD. SEE DETAIL C.01 IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) NOTE: DEPENDING ON THE BOAD FIXING EQUIEME, THE 150mm LONG CIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPOT THE BOADING. SEEK GUIDANCE FOM THE BOAD INSTALLE O THE POJECT DESIGN TEAM FO ANY SPECIFIC EQUIEME. EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING PENETATION THOUGH HEAD TACK ON STUD - SLOTTED B.03S SD04

62 NON STANDAD ANGLE - POJECT SPECIFIC DESIGN. PLEASE CONSULT KINGSPAN FO SPECIFICATION. FIXED TO CILL TACK AS PE FIXING SPECIFICATION GIVEN IN THE POJECT DETAIL DAWING LEGEND. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL / OVESAIL FAMING WINDOW SUPPOT CILL ANGLE CONNECTION B.04 SD04

63 NON STANDAD PLATE - POJECT SPECIFIC DESIGN. PLEASE CONSULT KINGSPAN FO SPECIFICATION. FIXED TO CILL TACK AS PE FIXING SPECIFICATION GIVEN IN THE POJECT DETAIL DAWING LEGEND. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL / OVESAIL FAMING WINDOW SUPPOT CILL PLATE B.05 SD04

64 'Z' BA Z TO BE FITTED TO PIMAY STUCTUE USING FIXING SPECIFICATION GIVEN IN THE LEGEND. HEAD TACK TO BE FIXED TO 'Z' BA USING A MIMUMUM OF 2 FIXINGS TO THE SPECIFICATION. 'Z' BAS TO BE PLACED AT HOIZONTAL CENTES AS INDICATED ON THE ELEVATION. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) ADDITIONAL ZED BAS EQUIED AT TACK ENDS AND JAMB STUD LOCATIONS. EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision INFILL FAMING HEAD TACK SUPPOT ZED BA - SLOTTED STUDS B.06S SD04

65 WHEE 2/3 BEAING IS NOT ACHIEVED WHEN FIXING TO CONCETE NON STANDAD ANGLE EQUIED. FIXING SPECIFICATION GIVEN IN THE LEGEND IS A STUCTUAL MINIMUM AND MUST BE OBSEVED IN ALL INSTANCES - IF IN DOUBT EFE TO KINGSPAN. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATA SHEETS FIXING EDGE DISTANCES IN CONCETE SHOULD BE IN ACCODANCE WITH KINGSPAN DETAILS AND MANUFACTUE DATA SHEETS. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision TACK SUPPOT EDGE DETAIL CONNECTION B.07 SD03

66 VETICAL STUD ON THE (TYPICAL) 600mm GID MAY BE CUT SHOT AND A CONVENTIONAL CILL FOMED BELOW SCAFFOLDING PENETATION BETWEEN ADDITIONAL 150mm LONG CIPPLE STUDS EITHE SIDE OF THE GID STUD. SEE DETAIL C.01 IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision N.B. TACKS MUST NOT BE CUT AT JAMB STUD LOCATIONS. SCAFFOLD PENETATION THOUGH HEAD TACK - ON STUD B.08 SD05

67 HEAD TACK ENDS MUST HAVE A FIXING NO MOE THAN 50mm FOM THE CUT END AS INDICATED ON THE SPECIFICATION. STUDS MUST BE NO CLOSE THAN 150mm FOM THE CUT IN THE HEAD TACK. IF THIS IS NOT POSSIBLE, USE DETAIL B.08 IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision N.B. TACKS MUST NOT BE CUT AT JAMB STUD LOCATIONS. SCAFFOLDING PENETATION THOUGH HEAD TACK - BETWEEN STUDS B.09 SD04

68 SCAFFOLDING BAS MUST NOT CLASH WITH SFS JAMB STUD POSITIONS WITHOUT ASSESSMENT. SCAFFOLDING CAN ONLY BE MOVED BY A SUITABLY QUALIFIED PESON. THE TACK MUST NOT BE CUT WITHIN 300mm OF THE JAMB STUD. ENSUE FIXINGS AE INSTALLED WITHIN 50mm OF THE EDGES OF THE CUT TACK (TO DAWING SPECIFICATION). EFE TO DETAIL A.21 FO SLOTTED STUD DETAILS SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision SCAFFOLD PENETATION THOUGH HEAD TACK AT JAMB B.10 SD05

69 6.3 C Series Opening Construction ev. C.01 Cill Construction Single Track SD04 C.02 Cill Construction Single Stud & Double Track SD04 C.03 Cill Construction Patio Door Threshold SD04 C.04s Lintel Construction Single Track Using Slotted Stud SD05 C.05s Lintel Construction Slotted Single Stud over 600mm On Double Track SD04 C.06s Lintel Construction Slotted Stud, Double Studs over 600mm on Triple Track SD05 C.07s Lintel Construction Quadruple Track and Single Stud - Slotted Stud SD04 C.08 Lintel Construction Beam Lintel SD05 C.09s Jamb Construction Single Stud Slotted Stud SD04 C.10s Jamb Construction Single Stud & Single Track - Slotted Stud SD04 C.11s Jamb Construction Double Stud & Single Track Slotted Stud SD04 C.12s Jamb Construction Double Stud & Double Track Slotted Stud SD04 C.13 Jamb Construction High Load Cleat (Head) SD05 C.14 Jamb Construction High Load Cleat (Base) SD05 C.15 High Load Cleat With Zed Bar Connection SD05 C.16 Head Track einforcement at Jamb Stud Position SD02 C.17 Head Track einforcement at Jamb Stud Position SD02 C.18 Hot rolled restraint post Lintel Connection SD02 C.18a Kingpost - Lintel Connection SD01 C.19 Hot rolled restraint post Cill Connection SD02 C.19a Kingpost - Cill Connection SD01 These details are shown on the following pages 64

70 Min. 150mm LONG END CIPPLE STUD FIXED TO JAMB STUD USING A MINIMUM 4 no. WAFE HEAD 5.5mm SELF DILLING TEK SCEWS. CILL TACK CONNECTION MADE USING 1 FIXING INTO BOTH FLANGES OF THE CILL TACK ON THE INTESECTION OF CENTE LINE OF BOTH THE TACK AND THE STUD. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS NOTE: DEPENDING ON THE BOAD FIXING EQUIEME, THE 150mm LONG CIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPOT THE BOADING. SEEK GUIDANCE FOM THE BOAD INSTALLE O THE POJECT DESIGN TEAM FO ANY SPECIFIC EQUIEME. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision CILL CONSTUCTION SINGLE TACK NOTES: ALL CILL SECTIONS AE TO BE FULL LENGTH AND MUST NOT BE SPLICED SLOTTED STUDS AE NOT TO BE USED TO UNDESIDE OF CILL C.01 SD04

71 B A C FIX LOWE CILL TACK AND CIPPLE STUDS AS DETAIL C.01 A 50x50x2mm CLEAT TO BE INSTALLED AT CILL / LINTEL LEVEL OF ALL NESTED CILL AND LINTEL MEMBES WITH A MINIMUM OF 2 WAFE HEAD 5.5mm SELF DILLING TEK SCEWS PE CLEAT LEG B STUD SECTION FITTED WITH WAFE HEAD 5.5mm SELF DILLING TEK SCEWS AT 300mm STAGGEED CENTES THOUGH THE WEB TO LOWE CILL TACK. C NESTED CILL TACK FIXED TO THE STUD BELOW WITH WAFE HEAD 5.5mm SELF DILLING TEK 300mm CENTES THOUGH BOTH FLANGES NOTE: DEPENDING ON THE BOAD FIXING EQUIEME, THE 150mm LONG CIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPOT THE BOADING. SEEK GUIDANCE FOM THE BOAD INSTALLE O THE POJECT DESIGN TEAM FO ANY SPECIFIC EQUIEME. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision CILL CONSTUCTION SINGLE STUD, DOUBLE TACK NOTES: ALL CILL SECTIONS AE TO BE FULL LENGTH AND MUST NOT BE SPLICED SLOTTED STUDS AE NOT TO BE USED TO UNDESIDE OF CILL C.02 SD04

72 STUD SECTION NESTED INTO THE BASE TACK AND FIXED WITH WAFE HEAD 5.5mm SELF DILLING TEK 300mm CENTES THOUGH BOTH FLANGES 15mm MIN 20mm MIN SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision Note: TACK MUST BE FIXED DOWN TO SUBSTATE PIO TO INSTALLING STUD INSET. SEE POJECT SPECIFIC KINGSPAN DAWINGS FO FIXING SPECIFICATIONS CILL CONSTUCTION DOO THESHOLD C.03 SD04

73 MIN 150MM LONG CIPPLE STUD FIXED TO JAMB STUD USING A MINIMUM 4 WAFE HEAD 5.5mm SELF DILLING TEK SCEWS. LINTEL TACK CONNECTION MADE USING 2 FIXINGS INTO BOTH FLANGES OF THE LINTEL TACK ON THE INTESECTION OF CENTE LINE OF BOTH THE TACK AND THE STUD.1No FIXINGS EQUIED FO ALL INTEMEDIATE CIPPLE STUDS. IMPOTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETE OF THE FIXING MUST BE OBSEVED AT ALL TIMES - EFE TO SPECIFIC DAWING NOTES AND FIXING DATASHEETS ENSUE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK POJECT SPECIFIC DETAILS) NOTE: DEPENDING ON THE BOAD FIXING EQUIEME, THE 150mm LONG CIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPOT THE BOADING. SEEK GUIDANCE FOM THE BOAD INSTALLE O THE POJECT DESIGN TEAM FO ANY SPECIFIC EQUIEME. SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision NOTE: ALL CILL SECTIONS AE TO BE FULL LENGTH AND MUST NOT BE SPLICED LINTEL CONSTUCTION SINGLE TACK - SLOTTED STUDS OVE 600mm C.04S SD05

74 FIX UPPE CIPPLE STUDS AND LINTEL TACK AS PE C04s A 50x50x2mm CLEAT TO BE INSTALLED AT CILL / LINTEL LEVEL OF ALL NESTED CILL AND LINTEL MEMBES WITH A MINIMUM OF 2 WAFE HEAD 5.5mm SELF DILLING TEK SCEWS PE CLEAT LEG B C STUD SECTION (TO DESIGN) FITTED WITH WAFE HEAD 5.5mm SELF DILLING TEK SCEWS AT 300mm STAGGEED CENTES THOUGH THE WEB TO UPPE LINTEL TACK. NESTED LINTEL TACK FIXED TO THE STUD ABOVE WITH WAFE HEAD 5.5mm SELF DILLING TEK 300mm CENTES THOUGH BOTH FLANGES SD04 EVIEW/UPDATE A SD03 EVIEW/UPDATE SD SP01 SPECIFICATION C ision B LINTEL CONSTUCTION - SLOTTED SINGLE STUD OVE 600mm ON DOUBLE TACK NOTE: ALL CILL SECTIONS AE TO BE FULL LENGTH AND MUST NOT BE SPLICED C.05S SD04

75 FIX UPPE CIPPLE STUDS AND LINTEL TACK AS PE C04s A B C TACK SECTION FITTED BACK TO BACK WITH UPPE LINTEL TACK USING 5.5mm WAFE HEAD SELF DILLING TEK 300mm STAGGEED CENTES 2 NO. STUD SECTIONS FITTED WITH VETICAL WEBS INTO TACK SECTION WITH WAFE HEAD 5.5mm SELF DILLING TEK SCEWS AT 300mm CENTES THOUGH BOTH FLANGES LOWE LINTEL TACK SECTION FITTED TO WEBS OF STUD SECTIONS AS PE POINT B. ENSUE THAT THE LOWE LINTEL TACK IS CLEATED TO BOTH JAMB STUDS USING 50x50x2mm CLEATS AND 2no WAFE HEAD 5.5mm SELF DILLING TEK SCEWS THOUGH BOTH ANGLE LEGS SD05 EVIEW/UPDATE A SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD B SP01 SPECIFICATION ision C NOTE: ALL CILL SECTIONS AE TO BE FULL LENGTH AND MUST NOT BE SPLICED LINTEL CONSTUCTION - SLOTTED STUD DOUBLE STUDS OVE 600mm TIPLE TACK C.06S SD05

76 FIX UPPE CIPPLE STUDS AND LINTEL TACK AS PE C04s A TACK SECTION FITTED BACK TO BACK WITH UPPE LINTEL TACK USING 5.5mm WAFE HEAD SELF DILLING TEK 300mm STAGGEED CENTES B 1 NO. STUD SECTION & 1 NO. TACK SECTION NESTED & FITTED WITH VETICAL WEBS INTO TACK SECTION WITH WAFE HEAD 5.5mm SELF DILLING TEK SCEWS AT 300mm CENTES THOUGH BOTH FLANGES C LOWE LINTEL TACK SECTION FITTED TO WEBS OF NESTED STUD SECTIONS AS PE POINT B. A B ENSUE THAT THE LOWE LINTEL TACK IS CLEATED TO BOTH JAMB STUDS USING 50x50x2mm CLEATS AND 2no WAFE HEAD 5.5mm SELF DILLING TEK SCEWS THOUGH BOTH ANGLE LEGS SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision C LINTEL CONSTUCTION SINGLE STUD, QUADUPLE TACK NOTE: ALL CILL SECTIONS AE TO BE FULL LENGTH AND MUST NOT BE SPLICED C.07S SD04

77 HOIZONTAL STUD SECTION USED TO FOM LINTEL TO KINGSPAN SPECIFICATION. HEAD TACK ENSUE THAT THE LINTEL STUD IS CLEATED TO BOTH JAMB STUDS USING 50x50x2mm CLEATS AND 2no WAFE HEAD 5.5mm SELF DILLING TEK SCEWS THOUGH BOTH ANGLE LEGS. NO FIXINGS EQUIED TO TACK & HOIZONTAL STUD TO ALLOW DEFLECTION INDICATES WINDOW TO ACCOMMODATE DEFLECTION WHEE 25mm DEFLECTION IS UNACHIEVABLE JAMB STUD (DETAIL HANDED AT OPPOSITE JAMB) SD05 EVIEW/UPDATE SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision LINTEL CONSTUCTION BEAM LINTEL C.08 SD05

78 SINGLE 'C' SECTION JAMB STUD FIXED TO BASE TACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. METHOD OF ESTAINT AT HEAD VAIES DEPENDING ON BLOCKING TYPE (TYPE 4 - SLOTTED STUD SHOWN HEE). ENSUE FIXINGS FO BOTH HEAD AND BASE TACK AE WITHIN 50mm OF THE POSITION OF THE JAMB STUD. EFE TO LEGEND FO SPECIFIC FIXING SPECIFICATIONS. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SECTION A-A SD SP01 SPECIFICATION ision JAMB CONSTUCTION SINGLE JAMB (SLOTTED) C.09S SD04

79 SINGLE 'C' SECTION JAMB STUD FIXED TO BASE TACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. EFE TO LEGEND FO SPECIFIC FIXING SPECIFICATIONS FO CONNECTIONS TO STUCTUE. SLEEVING 'U' SECTION FIXED TO 'C' SECTION AT 300mm CTS ON BOTH LEGS OF 'U' SECTION AND AT 50mm FOM EACH END. 40mm MINIMUM DISTANCE BETWEEN HEAD TACK AND SLEEVE TACK EQUIED FO DEFLECTION. EFE TO THE SPECIFICATION FO SECTION DETAILS. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SECTION A-A SD SP01 SPECIFICATION ision JAMB CONSTUCTION SINGLE SLOTTED STUD & SINGLE TACK C.10S SD04

80 DOUBLE 'C' SECTION JAMB STUD FIXED TO BASE TACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. EFE TO LEGEND FO SPECIFIC FIXING SPECIFICATIONS FO CONNECTIONS TO STUCTUE. TACK SECTIONS FIXED TO JAMB STUD THOUGH WEBS USING FIXINGS AT 300mm STAGGEED CTS & AT 50mm FOM EACH END. SLEEVING 'U' SECTION FIXED TO 'C' SECTION AT 300mm CTS ON BOTH LEGS OF 'U' SECTION AND AT 50mm FOM EACH END. 40mm MINIMUM DISTANCE BETWEEN HEAD TACK AND SLEEVE TACK EQUIED FO DEFLECTION. EFE TO THE SPECIFICATION FO SECTION DETAILS. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SECTION A-A SD SP01 SPECIFICATION ision JAMB CONSTUCTION DOUBLE SLOTTED STUD & SINGLE TACK C.11S SD04

81 DOUBLE 'C' SECTION JAMB STUD FIXED TO BASE TACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. EFE TO LEGEND FO SPECIFIC FIXING SPECIFICATIONS FO CONNECTIONS TO STUCTUE. TACK SECTIONS FIXED TO JAMB STUD THOUGH WEBS USING FIXINGS AT 300mm STAGGEED CTS & AT 50mm FOM EACH END. SLEEVING 'U' SECTION FIXED TO 'C' SECTION AT 300mm CTS ON BOTH LEGS OF 'U' SECTION AND AT 50mm FOM EACH END. 40mm MINIMUM DISTANCE BETWEEN HEAD TACK AND SLEEVE TACK EQUIED FO DEFLECTION. EFE TO THE SPECIFICATION FO SECTION DETAILS. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SECTION A-A SD SP01 SPECIFICATION ision JAMB CONSTUCTION DOUBLE SLOTTED STUD & DOUBLE TACK C.12S SD04

82 ALL HIGH LOAD CLEATS AE TO BE FIXED TO THE PIMAY STUCTUE IN ACCODANCE WITH THE SPECIFIC FIXING SPECIFICATION SET OUT BY KINGSPAN. CLEAT TYPE: KHC9524A FIXING TO STEEL MEMBE TACK EMOVED FO CLAITY. FIX FLANGE OF TACK AS OPPOSITE TACK EMOVED FO CLAITY. FIX FLANGE OF TACK AS OPPOSITE THE WEB OF THE JAMB STUD MUST BE FIXED THOUGH TO THE CLEAT TYPES: KHC9524A/KHC9528B USE: 3No. Ø5.5mm, 25mm LENGTH COASE THEAD TEK SCEWS THOUGH CENTELINE OF SLOTTED HOLES B USE: 2no GADE 8.8 BOLT SETS c/w LOCKING NUTS & WASHES. ENSUE BOLTED CONNECTION IS NOT OVE-TIGHTENED AND IS FEE TO MOVE. BOLTS MUST BE SET ON CENTELINE OF THE CLEAT SLOT. CLEAT MUST BE SET AS FA FOM THE SLAB EDGE AS IS POSSIBLE TO IMPOVE EDGE DISTANCES FO FIXINGS. SD05 EVIEW/UPDATE SD04 NEW CLEATS ADDED SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision CLEAT TYPE: B (AS EQUIED BY DESIGN) TACK EMOVED FO CLAITY. FIX FLANGE OF TACK AS OPPOSITE CLEAT TYPE: KHC9528B FIXING TO CONCETE MEMBE HIGH LOAD CLEAT AT HEAD CONNECTION DETAIL C.13 SD05

83 ALL HIGH LOAD CLEATS AE TO BE FIXED TO THE PIMAY STUCTUE IN ACCODANCE WITH THE SPECIFIC FIXING SPECIFICATION SET OUT BY KINGSPAN. CLEAT MUST BE SET AS FA FOM THE SLAB EDGE AS POSSIBLE TO IMPOVE EDGE DISTANCES FO FIXINGS. KHC9524A/KHC9528B USE: 3No. Ø5.5mm, 25mm LENGTH COASE THEAD TEK SCEWS THOUGH CENTELINE OF SLOTTED HOLES B USE: MINIMUM OF 4:No. Ø5.5mm, 25mm LENGTH FINE THEAD LOW POFILE TEK SCEWS CLEAT TYPE KHC9524A SD05 EVIEW/UPDATE SD04 NEW CLEATS ADDED SD03 EVIEW/UPDATE SD SP01 SPECIFICATION CLEAT TYPE: B ision HIGH LOAD CLEAT AT BASE DETAIL CLEAT TYPE: KHC9528B C.14 SD05

84 ALL HIGH LOAD CLEATS AE TO BE FIXED TO THE PIMAY STUCTUE IN ACCODANCE WITH THE SPECIFIC FIXING SPECIFICATION SET OUT BY KINGSPAN. FIXING CLEAT TO STUDS: KHC9524A/KHC9528B USE: 3No. Ø5.5mm, 25mm LENGTH COASE THEAD TEK SCEWS THOUGH CENTELINE OF SLOTTED HOLES B USE: 2no GADE 8.8 BOLT SETS c/w LOCKING NUTS & WASHES. ENSUE BOLTED CONNECTION IS NOT OVE-TIGHTENED AND IS FEE TO MOVE. BOLTS MUST BE SET ON CENTELINE OF THE CLEAT SLOT. 2 No ZED BAS POSITIONED DIECTLY ABOVE THE HIGH LOAD CLEAT AND THE CLEAT IS FIXED TO THE ZEDS (THOUGH THE HEAD TACK) USING 4 No 5.5mm, 25mm LENGTH FINE THEADED TEKS. SD05 EVIEW/UPDATE SD04 AMENDED TO SUIT FIXING SBS SD03 NEW CLEATS ADDED SD02 SP01 EVIEW/UPDATE ision CLEAT TYPE KHC9524A CLEAT TYPE: B HIGH LOAD CLEAT AT HEAD WITH ZED BA CONNECTION C.15 SD05

85 300mm LONG SECTION OF 1.2mm GAUGE TACK IS FITTED TO OPEN FACE OF JAMB STUD USING 3no 5.5mm COLD OLLED TEKS THOUGH EACH FLANGE (ONLY EQUIED IF JAMB STUD NOT NESTED). 40mm GAP TO BE LEFT AT TOP OF TACK. 400mm SECTION OF SLOTTED STUD FIXED TO BACK OF TACK SECTION USING 4no 5.5mm COLD OLLED TEKS THOUGH WEB. 25mm LONG 5.5mm COLD OLLED TEKS USED TO FIX THOUGH HEAD TACK INTO SLOTTED STUD (AS DETAIL A.21) SD02 SP01 EVIEW/UPDATE ision HEAD TACK EINFOCEMENT AT JAMB STUD POSITION C.16 AT SD02

86 300mm LONG SECTION OF 1.2mm GAUGE TACK IS FITTED TO OPEN FACE OF JAMB STUD USING 3no 5.5mm COLD OLLED TEKS THOUGH EACH FLANGE (ONLY EQUIED IF JAMB STUD NOT NESTED). 350mm SECTION OF STUD FIXED TO BACK OF TACK SECTION USING 4no 5.5mm COLD OLLED TEKS THOUGH WEB. 25mm LONG 5.5mm COLD OLLED TEKS USED TO FIX THOUGH BASE TACK INTO STUD (AS DETAIL A.14) SD02 SP01 EVIEW/UPDATE ision BASE TACK EINFOCEMENT AT JAMB STUD POSITION C.17 SD02

87 ESTAINT POST DESIGNED AND SUPPLIED BY OTHES. POST TO BE OF SUITABLE DEPTH AND LENGTH TO FIT WITHIN ZONE OF SFS AND ALLOW TOLEANCE ON INSTALLATION. POST TO OFFE CLOSED FACES TO AFFIX CIPPLE STUDS. 300mm LENGTH CIPPLE STUDS FIXED TO SIDES OF POST USING 4no 5.5mm HOT OLLED TEKS O BALLISTIC NAILS. LINTEL TACK FIXED TO CIPPLE STUDS USING 2no 5.5mm COLD OLLED TEKS THOUGH EACH FLANGE. WINDOW SYSTEM BELOW TO ACCOMMODATE LIVE LOAD DEFLECTION OF THE PIMAY STUCTUE. SD02 SP01 EVIEW/UPDATE ision ESTAINT POST - LINTEL CONNECTION C.18 SD02

88 WIND MOMENT POST DESIGNED AND SUPPLIED BY KINGSPAN STEEL BUILDING SOLUTIONS. 2mm STUDS FIXED TO EACH SIDE OF POST EACH CIPPLE STUD FIXED TO SIDES OF POST (80x40x5 HYBOX HS) USING 6no 5.5mm ITW SPIT TL32 TEKS O EQUIVALENT AS INDICATED. SCEWS TO OPPOSITE FACE TO BE AISED 10MM TO AVOID CLASHING. CIPPLE STUDS 2mm MIN GAUGE. LINTEL TACK FIXED TO CIPPLE STUDS USING 1no 5.5mm COLD OLLED TEK THOUGH EACH FLANGE. USE 4No ITW BUILDEX TAPCON II ANCHOS TO CONCETE THOUGH HATCH HIGHLIGHTED HOLES ONLY. FIXINGS TO PIMAY STEEL THOUGH COSS-HATCH HIGHLIGHTED HOLES USING 4 No M12 BOLTS. STAP EQUIED IF SPLICING AT POST POSITION ONLY LINTEL TACK, IF EQUIED, TO BE SPLICED AT POST POSITION ONLY. IF SPLICED USE FS10012 FLAT STAP (200MM LONG) FIXED WITH 2No 5.5mm TEKS TO EACH TACK SD KSBS ision CONCETE FIXING LOCATIONS x40x5 S355 J0H HYBOX HS STEEL FIXING LOCATIONS KINGPOST - LINTEL CONNECTION C.18A KSBS SD01

89 ESTAINT POST DESIGNED AND SUPPLIED BY OTHES. POST TO BE OF SUITABLE DEPTH AND LENGTH TO FIT WITHIN ZONE OF SFS AND ALLOW TOLEANCE ON INSTALLATION. POST TO OFFE CLOSED FACES TO AFFIX CIPPLE STUDS. CIPPLE STUDS FIXED TO SIDES OF POST USING 4no 5.5mm HOT OLLED TEKS O BALLISTIC NAILS. CILL TACK FIXED TO CIPPLE STUDS USING 1no 5.5mm COLD OLLED TEK THOUGH EACH FLANGE. SD02 SP01 EVIEW/UPDATE ision ESTAINT POST - CILL CONNECTION C.19 SD02

90 STAP EQUIED IF SPLICING AT POST POSITION ONLY 2mm STUDS FIXED TO EACH SIDE OF POST WIND MOMENT POST DESIGNED AND SUPPLIED BY KINGSPAN STEEL BUILDING SOLUTIONS. EACH CIPPLE STUD FIXED TO SIDES OF POST (80x40x5 HYBOX HS) USING 6no 5.5mm ITW SPIT TL32 TEKS O EQUIVALENT AS INDICATED. SCEWS TO OPPOSITE FACE TO BE AISED 10MM TO AVOID CLASHING. CIPPLE STUDS 2mm MIN GAUGE. CILL TACK FIXED TO CIPPLE STUDS USING 1no 5.5mm COLD OLLED TEK THOUGH EACH FLANGE. USE 4No ITW BUILDEX TAPCON II ANCHOS TO CONCETE THOUGH HATCH HIGHLIGHTED HOLES ONLY. FIXINGS TO PIMAY STEEL THOUGH COSS-HATCH HIGHLIGHTED HOLES USING 4 No M12 BOLTS. CILL TACK, IF EQUIED, TO BE SPLICED AT POST POSITION ONLY. IF SPLICED USE FS10012 FLAT STAP (200MM LONG) FIXED WITH 2No 5.5mm TEKS TO EACH TACK SD KSBS ision CONCETE FIXING LOCATIONS x40x5 S355 J0H HYBOX HS STEEL FIXING LOCATIONS KINGPOST - CILL CONNECTION C.19A KSBS SD01

91 . 6.4 D Series Oversail Details ev. D.01 Bracket Support Dead Load (Concrete) SD04 D.01s Bracket Support Dead Load (HS) SD03 D.02 Bracket Support estraint Load (Concrete) SD04 D.02s Bracket Support estraint Load (HS) SD02 D.03 Bracket Support Dead & estraint Load (Concrete) SD04 D.03s Bracket Support Dead & estraint Load (HS) SD02 D.04 Base Track Support Deadload Detail SD03 D.05 Angle Support estraint Load SD03 D.06 Panel Joint Stud Splice Detail SD04 D.06s Panel Joint Stud Splice Detail (HS Option) SD02 D.07 Panel to Panel Track Detail SD04 D.07s Panel Joint Panel to Panel Track Detail SD02 D.08 Kingspan Oversail Cleats SD01 These details are shown on the following pages. 87

92 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD04 EVIEW/UPDATE SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision OVESAIL FAMING BACKET SUPPOT - DEADLOAD D.01 SD04

93 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD03 EVIEW/UPDATE SD02 KINGSPAN STANDAD CLEATS ADDED 18/09/2014 KSBS SD01 FIST ISSUE ision OVESAIL FAMING BACKET SUPPOT - DEADLOAD (HS OPTION) D.01S SD03

94 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD04 KINGSPAN STANDAD CLEATS ADDED KSBS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision OVESAIL FAMING BACKET SUPPOT - ESTAINT LOAD D.02 SD04

95 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD02 KINGSPAN STANDAD CLEATS ADDED KSBS SD01 FIST ISSUE ision OVESAIL FAMING BACKET SUPPOT - ESTAINT LOAD (HS OPTION) D.02S SD02

96 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD04 KINGSPAN STANDAD CLEATS ADDED KSBS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision OVESAIL FAMING BACKET SUPPOT ESTAINT & DEAD LOAD D.03 SD04

97 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD02 KINGSPAN STANDAD CLEATS ADDED KSBS SD01 FIST ISSUE ision OVESAIL FAMING BACKET SUPPOT ESTAINT & DEAD LOAD (HS OPTION) D.03S SD02

98 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. 'U' TACK IS FIXED TO SUPPOT ANGLE IN ACCODANCE WITH A.04. VETICAL 'C' SECTIONS AE PLACED IN ACCODANCE WITH THE SPECIFICATION AND DETAIL A.13. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision BASE TACK SUPPOT ANGLE DEADLOAD D.04 SD03

99 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE WITH THE MANUFACTUES ECOmmENDATIONS. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision OVESAIL FAMING ANGLE SUPPOT ESTAINT LOAD D.05 SD03

100 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. 2mm GAUGE 'U' SECTION TACK MINIMUM 600mm IN LENGTH FIXED ON CENTELINE OF JOINT (300mm EACH SIDE OF JOINT LINE) WITH FIXINGS AS SPECIFIED BY KINGSPAN. DETAIL MAY NOT BE USED WITHOUT SPECIFIC EFEENCE TO KINGSPAN. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD04 KINGSPAN STANDAD CLEATS ADDED KSBS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision OVESAIL FAMING PANEL JOINT - STUD SPLICE D.06 SD04

101 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD02 KINGSPAN STANDAD CLEATS ADDED KSBS SD01 FIST ISSUE ision OVESAIL FAMING PANEL JOINT - STUD SPLICE (HS OPTION) D.06S SD02

102 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. 'U' SECTION TACK USED TO CAP LOWE PANEL AND FIXED IN ACCODANCE WITH A.13. UPPE 'U' SECTION FIXED DOWN THOUGH WEB INTO LOWE TACK WITH FIXINGS AT 300mm STAGGEED CTS. STUDS ABOVE FIXED IN ACCODANCE WITH A.13. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD04 KINGSPAN STANDAD CLEATS ADDED KSBS SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision OVESAIL FAMING PANEL JOINT PANEL TO PANEL TACK D.07 SD04

103 ALL BACKETY AND FIXINGS AE DESIGNED ON A POJECT SPECIFIC BASIS. EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE WITH THE MANUFACTUES GUIDANCE. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT. SD02 KINGSPAN STANDAD CLEATS ADDED KSBS SD01 FIST ISSUE ision OVESAIL FAMING PANEL JOINT PANEL TO PANEL TACK D.07S SD02

104 CLEAT EF KWC KWC KWC KWC KWC KWC KWC KWC KWC mm Thk. L(mm) CLEAT EF KWC KWC KWC KWC KWC KWC KWC KWC KWC mm Thk. L(mm) EFE TO DETAILS GIVEN BY KINGSPAN FO BACKET AANGEME, FIXING DETAILS AND POSITION OF VETICAL STUD ELATIVE TO BACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCODANCE WITH KINGSPAN GUIDANCE DETAILS. CLEAT EF KWC KWC KWC KWC KWC KWC KWC KWC KWC mm Thk. L(mm) CLEAT EF KWC KWC KWC KWC KWC KWC KWC KWC KWC mm Thk. L(mm) SD01 FIST ISSUE KSBS ision OVESAIL FAMING KINGSPAN OVESAIL CLEATS D08 SD01

105 6.5 E Series Boarding Details ev. E.01 External Board Typical Set Out SD03 E.02 External Board Detail Across Slab Edge SD03 These details are shown on the following pages. 101

106 STUD BOAD SPECIFICATION BY OTHES. BOADING JOINT ALL BOAD FIXINGS SHOULD BE IN ACCODANCE WITH THE MANUFACTUE'S ECOMMENDATIONS BUT SHOULD NOT BE ANY LESS ONEOUS THAN INDICATED IN THIS DAWING. VETICAL STUDS AE POVIDED IN MODULES OF 200, 300, 400 O 600mm TO SUIT 2400x1200mm BOADS. BOADING FIXINGS BOADS AE TO BE STAGGEED IN A 'BICK BOND' LAYOUT AS SHOWN. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision EXTENAL BOAD TYPICAL SET OUT E.01 SD03

107 BOAD SPECIFICATION BY OTHES. MAX 10mm WOKMANSHIP TOLENACE ALL BOAD FIXINGS SHOULD BE IN ACCODANCE WITH THE MANUFACTUE'S ECOmmENDATIONS BUT SHOULD NOT BE ANY LESS ONEOUS THAN INDICATED IN THIS DAWING. VETICAL STUDS AE POVIDED IN MODULES OF 200, 300, 400 O 600mm TO SUIT 2400x1200mm BOADS. DEFLECTION GAP ABOVE STUDS MUST BE LEFT FEE OF FIXINGS AND OTHE OBSTUCTIONS. 25mm MAX LIVE LOAD DEFLECTION 10mm BOAD TO FIXING EDGE DISTANCE 25mm EXPANSION JOINT 67mm HEAD TACK LEG SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision 40mm MIN. FOM TACK LEG TO FIXING 65mm BOAD TO FIXING EDGE DISTANCE TO AVOID HEAD TACK LEG EXTENAL BOADING ACOSS SLAB EDGE E.02 SD03

108 6.6 F Series Finishes Details ev. F.01 Finishes Condition Generic Infill Masonry Layout Showing Brick Tie Studs SD03 These details are shown on the following pages. 104

109 ADDITIONAL BICK TIE STUDS EQUIED AT MAX 225mm FOM JAMB STUDS. NOMINALLY PLACED AT 150mm ON KINGSPAN DAWINGS. ADDITIONAL STUDS MAY ALSO BE EQUIED FO OTHE CLADDING TYPES. PLEASE ADVISE OF ANY SPECIFIC EQUIEME PIO TO DESIGN. 150 SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision = ADDITIONAL BICK TIE STUD GENEIC INFILL MASONY LAYOUT SHOWING BICK TIE STUDS F.01 SD03

110 6.7 G Series Building Details ev. G.01 Party Wall Type 1 Detail SD03 G.02 Party Wall Type 2 Detail SD03 G.03 Brick Movement Joint SD01 These details are shown on the following pages. 106

111 DYLINING WALL CONSTUCTION BY OTHES PENETATES EXTENAL WALL. DIMENSION 'A' TO BE POVIDED BY ACHITECT. BOTH HEAD & BASE TACKS AE CUT TO POVIDE CLEA ACCESS FO DYLINING WALL. EXTENAL SHEATHING BOAD FIXED TO SFS WALL WITH BIDGING PIECE FITTED AFTE COMPLETION OF DYLINING WALL. SD03 EVIEW/UPDATE = = SD SP01 SPECIFICATION ision DIM 'A' PATY WALL TYPE 1 DETAIL G.01 SD03

112 DYLINING WALL CONSTUCTION BY OTHES IS INDEPENDANT OF THE EXTENAL WALL. EXTENAL SHEATHING BOAD FIXED TO SFS WALL AS MANUFACTUES EQUIEME. NO ADDITIONAL SETTING OUT O POVISION OF ADDITIONAL SFS STUDS IS EQUIED. SD03 EVIEW/UPDATE SD SP01 SPECIFICATION ision PATY WALL TYPE 2 DETAIL G.02 SD03

113 * * * AS PE POJECT EQUIEME 225mm max. BUILD UP OF EXTENAL LEAF BY OTHES SFS ZONE SD01 SPECIFICATION KSBS ision BICK MOVEMENT JOINT - SFS DETAILS G03 KSBS SD01

114 7 CLADDING TEATME 7.1 Introduction The typical cladding build-ups shown in this section are for guidance only. The project architect or cladding contractor is to maintain responsibility for the overall performance of the wall and their detailing should be deferred to in all instances. 7.2 Masonry 7.3 Insulated ender Lightweight insulated render systems can be fully supported the SFS. There are generally two types of system which vary in their detail and application between manufacturers; direct applied & cavity systems. Direct Applied Systems When the render build up is applied either adhesively or mechanically to the SFS, there are no special requirements to consider. A typical wall build up is given below; Typical Wall Build Up SFS design with masonry outer leaf cladding is generally formed as shown below; All masonry must be dead loaded to a suitable support (slab edge angle or ground slab) as the SFS is designed to withstand horizontal loads only in this case. Cavity Systems Where a drainage/ventilation cavity is required, the cavity is usually placed between the sheathing board and the insulation use of vertical top hat spacers. Further guidance should be sought from the render system manufacturer. Brick Tie Studs All fixings of brick tie channels are to be fixed back to the SFS through the insulation. In instances around structural openings, an additional stud is provided at a nominal 150mm from the line of the opening to accept the channel as Detail F

115 7.4 Terracotta ainscreen Terracotta tile systems may be supported from an SFS system. The dead weight and loadings of the chosen system must be communicated to Kingspan engineers to check the adequacy of a given stud arrangement. There are typically two main types of support to a tile based system; horizontal and vertical systems. Horizontal Systems Where the interfacing rails for the terracotta are fixed horizontally to the SFS, the load is evenly distributed across the frame. This requires no special constructions within the SFS. Vertical Systems Where the cladding rails span vertically, there is may either be a sub-system of horizontally spanning rails to distribute the loads in the SFS or the brackets may be directly fixed back to the SFS. In the latter case, there may be specific setting out requirements for the SFS in order to guarantee studs in the desired locations. These need to be specifically identified to Kingspan Steel Building prior to design. 7.6 Metal ainscreen Lightweight metal rainscreen systems may be supported from an SFS system. There are typically two main types of support to a tile based system; horizontal support and vertical systems. Horizontal Systems Where the interfacing rails for the rainscreen are fixed horizontally to the SFS, the load is evenly distributed across the frame. This requires no special constructions within the SFS. Vertical Systems Where the cladding rails span vertically, there is may either be a sub-system of horizontally spanning rails to distribute the loads in the SFS or the brackets may be directly fixed back to the SFS. In the latter case, there may be specific setting out requirements for the SFS in order to guarantee studs in the desired locations. These need to be specifically identified to Kingspan Steel Building prior to design. 7.5 Timber ainscreen Timber rainscreen systems can be directly applied to an SFS system and requires no special constructions. Horizontal timber battens are laid directly onto the SFS or the carrier board with vertical timbers creating a lattice frame for the finished boards to be fixed into. 7.7 Stone Panels Stone panels must be dead loaded to a suitable element to transfer all dead weight into the primary structure. The SFS is designed to withstand horizontal forces only in this situation. The setting out and direction of span of the stone is critical to the performance of the SFS and must be iewed Kingspan engineers. 116

116 8 COSHH & TECHNICAL DATASHEETS 8.1 General Specification Notes PODUCTS: Steel Framing System U Track and C Stud cold formed steel galvanised profiles SUPPLIE: Kingspan, Pleck oad, Walsall, WS2 9ES Tel; +44 (0) Products Cold rolled components are manufactured from pre-hot dipped galvanised steel, Z275 coating, guaranteed yield strength 390 N/mm². All studs, joists, tracks and accessories shall be of a type, size, gauge and spacing determined structural calculation and as shown on the drawings, and shall be supplied Kingspan. Unless stated otherwise in the calculations, all structural members are designed in accordance with UK codes of practice. Procurement It is the installer s responsibility to produce a cutting list and order Kingspan materials. This should be co-ordinated to suit the desired construction programme. Drawing Approval All drawings must be approved the main contract Engineer and project Architect prior to construction works. Erection of Components All systems are constructed on-site and must be installed to British Standard BS5950, BS8000 and NSSS (National Structural Steelwork Specification). Liability for the quality and accuracy of the installation rests with the Contractor and not Kingspan. Care must be taken when site cutting components square where they are to be used in right angled connections and all cut edges should be protected. Fixing of components shall be with self-tapping screws or otherwise design. Screw type and size shall be as typical details or to a project specific design. All screw fixings must be installed perpendicular to the surface wheer possible. All bolt fixings are to be Grade 8.8. No holes are to be cut or formed in Kingspan Steel Building SFS without prior erence to Kingspan. Service slots can be provided in studs when requested and if deemed acceptable Kingspan Design Department. Track members shall be securely anchored to the supporting structure as shown on the drawings. Complete, uniform and level bearing support shall be provided to upper and lower tracks. Abutting lengths of track shall be securely anchored to a common structural element and spliced, all as determined structural calculations. Studs shall be plumbed, aligned and securely attached/located within upper and lower tracks. Framing of wall openings shall include headers, lintels and supporting studs as shown on the drawings. Temporary bracing shall be provided where required until completion of erection. The erection contractor is responsible for the temporary stability of the structure during construction. External Walls Insulation should be provided over the external face of the stud walling that is sufficiently robust to remain in place during and post construction, and should have adequate thermal resistance to pent cold bridging and interstitial condensation. Insulation should be fixed in accordance with manufacturer s instructions. Consideration should be given to joints in insulation boards and the repair of damage to pent ingress e.g. taping of joints or provision of a breather membrane. Internal linings should be fixed in accordance with the manufacturer s instructions and selected to achieve the specified performance for fire, thermal, and acoustic requirements. Where masonry cladding forms the external envelope, it should be tied back to the Kingspan studs using stainless steel wall ties and continuous channels fixed with standoff screws. Additional studs are to be fitted at all jambs to provide support for wall ties. 117

117 8.2 COSHH Data PODUCTS: Steel Framing System U Track and C Stud cold formed steel galvanised profiles SUPPLIE: Kingspan, Pleck oad, Walsall, WS2 9ES Tel; +44 (0) USE Steel Sections form internal/external, structural/nonstructural walls, floors and ceilings. They may be supplied partially or fully assembled. TYPICAL COMPOSITION Steel panels are assembled from cold rolled steel sections manufactured from hot dip, zinc-coated / iron zinc coated slit steel coil to BS EN 10143:2006. The profiles are rolled in accordance with the specification for cold rolled steel profiles to BS EN 10162:2003. Cold rolled profiles are manufactured as suitable for use in the specification of galvanised steel stud and track partitions and linings using screw fixed gypsum walling board to BS 7364:1990 or other boards depending on the application. Boards, Fastenings and Fittings may be of various proprietary materials each of which will have its own safety information supplied the manufacturer. STEEL All steel is hot dip iron zinc galvanised to a coating thickness typically of 275g/m 2. HANDLING OF PODUCT Steel sections are either handled individually or banded into bundles for ease of transportation depending on size, shape and weight. Steel sections are loaded onto transport in a way that enables easier mechanical off-loading. Kingspan provide guidance on handling methods to the contractor as part of the installation training course. Any distortion or damage to the sections must be avoided during handling as this could affect structural integrity. It is important that sufficient space is available for moving sections from the unloading point to any intermediate storage area and/or the final assembly location. Where banded sections require lifting hoists and cranes then ropes and slings should be used together with a suitable trailing tie to stop uncontrolled swinging. Bundles should never be lifted their bands. STOAGE OF PODUCT All steel sections can be stacked either flat or on edge and must be supported along their length and width. A number of recommendations are made: i) All sections should be stored in clean, dry conditions, protected from inclement weather. ii) No sections should be stored next to or in contact with dry cement, lime, plaster or mortar. iii) Full bundles of sections should not be stacked more than two high with each bundle adequately separated timber batons of equal sizes placed at regular intervals along the length of the pack. DISPOSAL OF PODUCT The disposal of steel, panel or other associated waste/scrap must be carried out an authorised and qualified disposal agent and in any case at a site suitable for the re-cycling of the steel section, or an authorised land fill site. The sharp edges could present a danger and must be kept out of reach. HEALTH HAZADS, PECAUTIONS & FIST AID Steel sections are designed to be structurally sound according to each application and are structurally capable in the assembled designed condition only. The integrity of the assembled panel/module must not be reduced unauthorised dismantling and/or removal of material whether steel, board or fastenings. Panel/module assemblies are not designed to support any structure other than the finished product so must neither be used, nor relied upon, as supports during storage or assembly. It is the responsibility of all personnel working on or with the panels and modules to support themselves safely and, if necessary, form an independent support system. HEALTH HAZAD EYE CONTACT Extreme care must be taken when releasing and breaking open bundle strapping. When bundle strapping is cut tension is released, causing the strapping to spring freely from the bundle which can result in eye injury. The use of tools (especially power cutting tools) on steel sections generates potentially hazardous shavings and sparks. Precautions Packs and bundles must be opened whilst on the ground to avoid the possibility of their contents falling over and causing injury. A number of protective measures are also recommended: 1. Safety footwear should be worn. 2. Suitable eye protection should be used (a) when cutting the strapping; (b) when cutting the profile and c) when using tools of any sort. 3. Safety gloves capable of protecting the skin form steel shavings and sharp edges should be worn. 4. Strapping should be restrained from springing freely whilst being cut. First Aid In the event of eye injury, cuts or abrasions, seek immediate medical attention. It is also recommended that if a cut is received requiring medical or first aid attention, professional advice should be attained regarding the possible need for a Tetanus injection. 118

118 HEALTH HAZAD SKIN CONTACT: Lacerations of the skin can occur from sharp corners and edges or when breaking open strapping. Foot injuries could also be sustained when walking over discarded steel debris on site (e.g. re-cut edges of sections). Steel shavings and sparks are produced when using tools (particularly power tools). Precautions: 1. Hand and Power tools should be used only those wearing suitable protection. 2. Lifting recommended techniques must be adhered to and manual lifting should be limited to acceptable weights. Never lift any packs that are not within the method limits. 3. Loading and Unpacking suitable gloves and protective clothing should be worn. 4. General Handling persons with skin problems, grazes and those known to be sensitive to mineral oils should protect hands and exposed skin with a barrier cream or suitable gloves. First Aid: In the event of skin irritation or injury, immediate medical attention must be sought an appropriately qualified person. HEALTH HAZAD - INHALATION: Steel sections at atmospheric temperatures do not emit any fumes or gasses. PECAUTIONS: (As stated above). Health Hazard Ingestion: (not applicable) Health Hazard Exposure limits: (not applicable) Health Hazard Fire and Explosion hazards: (not applicable) FUTHE INFOMATION: Please contact the Kingspan Technical Team on +44 (0) This information is provided in good faith on the assumption that the person carrying out the task of using the product is experienced and/or has been fully trained in the handling and use of the particular product and application. The reader must be satisfied that they (or the person carrying out the application) are suitably responsible and that these recommendations have been thoroughly read and understood that person. Kingspan does not accept responsibility for any claims of consequential loss or injury to the user or third party if the recommendations of this safety are not adhered to. 119

119 9 SUPPOT SEVICES Kingspan offers a range of design and supply services operating from a number of sites in the UK. To serve our customers with the maximum efficiency, we would be grateful if you could direct your question to the following contacts: 9.1 Material Ordering & Production Enquiries Customer Services Kingspan Pleck oad Walsall WS2 9ES Telephone: +44 (0) Fax: +44 (0) shalina.begum@kingspan.com 9.2 Technical Enquiries SFS Technical Manager Kingspan 2 & 3 Progress Works Heath Mill Lane (Access Via Bromley Street) Birmingham B9 4AL Telephone: +44 (0) Fax: +44 (0) Sales & Commercial Enquiries Gaynor Phillips Project Co-ordinator Kingspan 2 & 3 Progress Works Heath Mill Lane (Access Via Bromley Street) Birmingham B9 4AL Telephone: +44 (0) Fax: +44 (0) Site Support Enquiries Contracts Manager Kingspan 2 & 3 Progress Works Heath Mill Lane (Access Via Bromley Street) Birmingham B9 4AL Telephone: +44 (0) Fax: +44 (0)

120 Kingspan 2 & 3 Progress Works Heath Mill Lane (Access via Bromley Street) Birmingham B9 4AL T: +44(0) F: +44(0) Care has been taken to ensure that the contents of this publication are accurate, but Kingspan Limited and its subsidiary companies do not accept responsibility for errors or for information that is found to be misleading. Suggestions for, or description of, the end use or application of products or methods of working are for information only and Kingspan Limited and its subsidiaries accept no liability in respect thereof.