1 SFS Steel Framing System Technical Manual Version 5.2 December 20142 3 Preamble This document has been compiled to giv...
SFS | Steel Framing System
Technical Manual Version 5.2 | December 2014
Preamble This document has been compiled to give Kingspan Steel Building Solutions 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: www.kingspanpanels.co.uk/sbs
SFS Designers’ Risk 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 by Kingspan Steel Building Solutions
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 Steel Building Solutions web site at: www.kingspanpanels.co.uk/sbs
Contents 1
2
3 4
5
SYSTEM OVERVIEW ........................................................................................................................... 1 1.1 Overview .................................................................................................................................. 1 1.2 Design Considerations ............................................................................................................. 1 1.3 Design Guidance...................................................................................................................... 2 1.4 Construction Design Management........................................................................................... 2 SFS STANDARD COMPONENTS ....................................................................................................... 3 2.1 Basic Components ................................................................................................................... 3 2.2 Kingspan Section Range ......................................................................................................... 4 2.3 Secondary Products ................................................................................................................. 4 2.4 ‘C’ Section Range .................................................................................................................... 5 2.4.1 To BS 5950-5:1998 ..................................................................................................... 5 2.4.2 To BS EN 1993-1-3:2006 ............................................................................................ 6 2.5 ‘U’ Section Range .................................................................................................................... 7 2.5.1 To BS 5950-5:1998 ..................................................................................................... 7 2.5.2 To BS EN 1993-1-3:2006 ............................................................................................ 8 2.6 Ancillary Products .................................................................................................................... 9 2.7 Span Tables ............................................................................................................................. 9 SFS STANDARD FIXINGS ................................................................................................................ 16 3.1 Recommended Fixings .......................................................................................................... 16 INFILL SFS ......................................................................................................................................... 20 4.1 Design Principles ................................................................................................................... 20 4.1.1 General Stud Design & Construction ........................................................................ 20 4.1.2 Structural Openings ................................................................................................... 20 4.1.3 Splicing of Sections ................................................................................................... 20 4.1.4 Deflection Head Details ............................................................................................. 20 4.1.5 Mid Span Restraint (Detail B.01) ............................................................................... 21 4.1.6 Cladding Treatments & Boarding .............................................................................. 21 rd 4.1.7 2/3 Minimum Bearing............................................................................................... 21 4.1.8 Service Holes............................................................................................................. 22 4.1.9 Curved Walling .......................................................................................................... 22 4.1.10 Braced Bays .............................................................................................................. 23 4.1.11 Parapets and Downstands ........................................................................................ 23 4.1.12 Ribbon Windows ........................................................................................................ 23 4.1.13 Brise Soleil ................................................................................................................. 23 4.1.14 Kingposts ................................................................................................................... 24 4.1.15 Oversail Cleats .......................................................................................................... 24 OVERSAIL SFS .................................................................................................................................. 25 i
6
7
8
9
5.1 Design Principles ................................................................................................................... 25 5.1.1 General Stud Design & Construction ........................................................................ 25 5.1.2 Deflection Conditions ................................................................................................. 25 5.1.3 Splicing of Sections ................................................................................................... 26 5.1.4 Structural Openings ................................................................................................... 26 5.1.5 Mid Span Restraint (Detail B.01) ............................................................................... 26 5.1.6 Cladding Treatments & Boarding (Detail E.01 & E.02) ............................................. 26 5.1.7 Service Holes............................................................................................................. 26 5.1.8 Curved Walling .......................................................................................................... 26 5.1.9 Braced Bays .............................................................................................................. 26 5.1.10 Parapets and Downstands ........................................................................................ 26 5.1.11 Ribbon Windows ........................................................................................................ 26 5.1.12 Brise Soleil ................................................................................................................. 26 5.1.13 Fixings ....................................................................................................................... 26 STANDARD DETAILS........................................................................................................................ 27 6.1 ‘A’ Series – Basic Connections .............................................................................................. 27 6.2 ‘B’ Series – Construction Details............................................................................................ 53 6.3 ‘C’ Series – Opening Construction ......................................................................................... 64 6.4 ‘D’ Series – Oversail Details .................................................................................................. 87 6.5 ‘E’ Series – Boarding Details ............................................................................................... 101 6.6 ‘F’ Series – Finishes Details................................................................................................. 104 6.7 ‘G’ Series – Building Details................................................................................................. 106 CLADDING TREATMENTS ............................................................................................................. 115 7.1 Introduction .......................................................................................................................... 115 7.2 Masonry ............................................................................................................................... 115 7.3 Insulated Render .................................................................................................................. 115 7.4 Terracotta Rainscreen ......................................................................................................... 116 7.5 Timber Rainscreen ............................................................................................................... 116 7.6 Metal Rainscreen ................................................................................................................. 116 7.7 Stone Panels ........................................................................................................................ 116 COSHH & TECHNICAL DATASHEETS .......................................................................................... 117 8.1 General Specification Notes ................................................................................................ 117 8.2 COSHH Datasheet ............................................................................................................... 118 SUPPORT SERVICES...................................................................................................................... 120 9.1 Material Ordering & Production Enquiries ........................................................................... 120 9.2 Technical Enquiries .............................................................................................................. 120 9.3 Sales & Commercial Enquiries ............................................................................................ 120 9.4 Site Support Enquiries ......................................................................................................... 120
ii
External References 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 Residential Building BS 7364:1990 Specification for galvanized steel studs and channels for stud and sheet 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 Regulations; Approved Documents Industry/Regulatory Bodies Steel Construction Institute (SCI) http://www.steel-sci.org/
Building Research Establishment (BRE) http://www.bre.co.uk/
Federation of Plastering & Drywall Contractors (FPDC) http://www.fpdc.org/
British Board of Argrément (BBA) www.bbacerts.co.uk
British Construction Steelwork Association (BCSA) http://www.steelconstruction.org/
The National House Building Council (NHBC) http://www.nhbc.co.uk/ Communities & Local Government – Building Regulations http://www.communities.gov.uk/planningandbuilding/
Unauthorised Distribution And Liability Copyright All text and drawing information contained within this document remains the sole property of Kingspan Steel Building Solutions. 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 Solutions engineer. Details and information provided do not constitute an extension of any warranty or acceptance of liability by Kingspan Steel Building Solutions unless used under the specific terms of the Kingspan Steel Building Solutions Detailed Design Service. Kingspan Steel Building Solutions will not be held liable for any consequential losses incurred by any party through the use of this document. Customers of Kingspan Steel Building Solutions 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 Steel Building Solutions.
iii
1 SYSTEM OVERVIEW 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 Steel Building Solutions. 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 accommodated.
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 accommodate 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 sheets, proprietary panels, insulated render systems, terracotta and timber rain screen systems. It should be noted 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 by 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 1 frame environment, current industry guidance 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 50-60 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 2 Promat Masterboard 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 by the engineers and must be accommodated 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 3 calculated by using the formula below ; Maximum deflection = Span between supporting columns ÷ 360 The Kingspan Steel Building Solutions 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 referred to Kingspan Steel Building 1
P262 Durability of Light Steel Framing in Residential Building. Second Edition. The Steel Construction Institute, 2009 2 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
Solutions technical department. In oversail framing, the deflection tolerance is generally accommodated within the supporting bracketry and is therefore not limited by the SFS. Building Regulation Requirements The installer should refer to the main contractor and the architect to ensure that the requirements under Building Regulations 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 by the current regulations. As the performance is governed by the cladding and linings designed and supplied by others, Kingspan Steel Building Solutions 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 Steel Building Solutions offer guidance on specific issues that affect the design, specification and installation of the SFS system. Detailed guidance on issues can be found at: http://www.kingspanpanels.co.uk/sbs. Guidance notes published by Kingspan Steel Building Solutions 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. Wherever possible, Kingspan Steel Building Solutions will take measures to design out any risk to the installer during construction of the SFS. Kingspan Steel
Building Solutions 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 Solutions. When Kingspan Steel Building Solutions 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 refer to the SFS Designer’s Risk Assessment and the SFS Installation Manual.
2
2 SFS STANDARD COMPONENTS 2.1
Basic Components
‘C’ section and ‘U’ section components are formed from pre-hot dipped galvanised steel to BS EN 10346:2009, 2 2 Grade S390 + zinc coating Z275 g/m . Guaranteed minimum yield strength = 390N/mm . Ancillary components including Angles, Cleats, Brackets and ‘Z’ Bars are formed from pre-hot dipped 2 galvanised steel to BS EN 10346:2009, Grade S275 + zinc coating Z275 g/m . Guaranteed minimum yield 2 strength = 275N/mm . ‘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
2.2
Kingspan Section Range
All sections and ancillaries provided by Kingspan have a unique reference. The table below gives a guide to what these references mean; C ‘C’ Section
100 100mm web (W)
050 50mm leg (F)
120 1.2mm thickness (T)
U ‘U’ Section
104 104mm web (W)
055 55mm leg (F)
120 1.2mm thickness (T)
FS Flat Strap
100 100mm width (A)
~ ~
120 1.2mm thickness (T)
B Bracket
135 135mm leg (A)
105 105mm leg (B)
60 6.0mm thickness (T)
L Angle Section
70 70mm leg (A)
50 50mm leg (B)
20 2.0mm thickness (T)
L Angle Section
70 70mm leg (A)
50 50mm leg (B)
20 2.0mm thickness (T)
2.3
L Stock Lengths 3.0m
Secondary Products
The table below gives the sections and products other than standard ‘C’ and ‘U’ sections manufactured by Kingspan: Section Ref.
Angles & Cleats L70502 L100502 L150502 L200502 L250502 L300502 L50502L L100502L L1501002L Brackets B13510560* B808030* KHC9524A* KHC9528B* Strap Products FS10012 FS3809 ‘Z’ Bar Products Z40404016
Weight (kg/m)
A (mm)
B (mm)
C (mm)
T (mm)
~ ~ ~ ~ ~ ~ ~ ~ ~
50 50 50 50 50 50 50 100 150
50 50 50 50 50 50 50 50 100
70 100 150 200 250 300 3000 3000 3000
2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
~ ~ ~ ~
135 80 60 135
105 80 80 80
95 80 95 95
6.0 3.0 2.4 2.8
~ ~
100 38
~ ~
~ ~
1.2 0.9
~
40
40
40
1.6
*Products include pre-punched holes. Contact Kingspan for further information.
4
2.4
‘C’ Section Range4
2.4.1
To BS5950-5:1998 Dimensions
Gross Section
Section Reference
Mass (kg/m)
W (mm)
F (mm)
Li (mm)
T (mm)
Internal radius ri (mm)
Galv coating (mm)
Area 2 (mm )
Ixx 4 (cm )
C070050150
2.09
70.00
50.00
10.00
1.50
3.00
0.04
266.34
C070070200
3.48
70.00
70.00
14.00
2.00
4.00
0.04
442.83
C100050120
1.98
100.00
50.00
10.00
1.20
2.40
0.04
C100060120
2.21
100.00
60.00
12.00
1.20
2.40
C100070120
2.43
100.00
70.00
14.00
1.20
C100070160
3.20
100.00
70.00
14.00
C100070200
3.95
100.00
70.00
C125050120
2.22
125.00
C125060120
2.44
C125070120
2.67
C125070160
Major Axis Bending
Compression
Zxx 3 (cm )
Zyy 3 (cm )
1.84
6.69
2.94
22.49
6.48
390.00
1.53
1.15
1.18
0.89
2.57
11.73
7.42
38.95
11.25
390.00
3.70
2.89
0.41
0.93
4.07
1.82
8.36
2.48
38.95
7.59
366.21
1.13
0.97
4.36
0.67
13.70
4.15
2.22
9.65
3.53
42.61
8.02
366.21
1.51
1.34
4.65
0.61
53.99
20.83
4.21
2.61
10.93
4.75
45.62
8.30
366.21
1.93
1.72
4.77
0.56
407.57
71.57
27.47
4.19
2.59
14.55
6.30
66.30
12.79
385.54
2.92
2.45
3.39
0.73
0.04
502.83
88.65
33.84
4.17
2.58
18.09
7.79
86.50
17.35
390.00
3.98
3.04
2.04
0.87
2.40
0.04
282.06
68.86
8.92
4.97
1.79
11.12
2.54
65.28
10.20
347.37
1.14
0.98
5.83
0.60
1.20
2.40
0.04
310.86
78.98
14.75
5.08
2.19
12.76
3.63
71.25
10.80
347.37
1.52
1.36
6.35
0.56
1.20
2.40
0.04
339.66
89.01
22.48
5.16
2.59
14.38
4.89
76.30
11.21
347.37
1.94
1.76
6.62
0.52
14.00
1.60
3.20
0.04
447.57
118.22
29.65
5.14
2.58
19.16
6.48
110.10
17.03
371.52
2.93
2.51
5.31
0.68
70.00
14.00
2.00
4.00
0.04
552.83
146.69
36.54
5.12
2.56
23.85
8.02
143.12
22.89
385.82
4.01
3.13
3.88
0.80
150.00
50.00
10.00
1.20
2.40
0.04
312.06
105.11
9.42
5.85
1.75
14.13
2.59
100.53
13.16
328.52
1.14
1.00
7.00
0.55
2.67
150.00
60.00
12.00
1.20
3.00
0.04
339.62
119.85
15.63
5.98
2.16
16.11
3.70
109.13
13.87
328.52
1.53
1.38
7.75
0.52
C150070120
2.91
150.00
70.00
14.00
1.20
2.40
0.04
369.66
134.48
23.87
6.08
2.56
18.08
4.99
116.71
14.41
328.52
1.95
1.78
8.21
0.48
C150070160
3.83
150.00
70.00
14.00
1.60
3.20
0.04
487.57
178.84
31.49
6.07
2.55
24.10
6.62
167.29
21.61
357.51
2.94
2.55
6.97
0.63
C150070200
4.74
150.00
70.00
14.00
2.00
4.00
0.04
602.83
222.19
38.81
6.05
2.53
30.03
8.19
216.98
28.87
374.66
4.02
3.19
5.56
0.74
C200050120
2.92
200.00
50.00
10.00
1.20
2.40
0.04
372.06
207.35
10.17
7.53
1.67
20.86
2.65
201.24
19.91
290.82
1.16
1.01
8.73
0.47
C200060120
3.15
200.00
60.00
12.00
1.20
2.40
0.04
400.86
233.95
16.99
7.71
2.08
23.54
3.80
218.12
21.08
290.82
1.55
1.40
9.89
0.45
C200070120
3.38
200.00
70.00
14.00
1.20
2.40
0.04
429.66
260.38
26.07
7.86
2.49
26.20
5.14
232.06
21.86
290.82
1.98
1.81
10.72
0.42
C200070160
4.46
200.00
70.00
14.00
1.60
3.20
0.04
567.57
346.86
34.40
7.84
2.47
34.97
6.82
328.47
32.05
329.48
2.97
2.61
9.57
0.54
C200070200
5.52
200.00
70.00
14.00
2.00
4.00
0.04
702.83
431.67
42.40
7.82
2.45
43.60
8.44
423.38
42.26
352.36
4.04
3.29
8.24
0.64
C250070120
3.85
250.00
70.00
14.00
1.20
2.40
0.04
489.66
438.95
27.75
9.57
2.41
35.29
5.25
401.63
30.74
253.13
2.01
1.83
12.58
0.38
C250070160
5.09
250.00
70.00
14.00
1.60
3.20
0.04
647.57
585.39
36.61
9.55
2.39
47.13
6.95
561.54
44.15
301.45
3.00
2.64
11.49
0.48
C250070200
6.31
250.00
70.00
14.00
2.00
4.00
0.04
802.83
729.34
45.11
9.53
2.37
58.82
8.61
718.82
57.48
330.05
4.07
3.36
10.21
0.57
C300070200
7.10
300.00
70.00
14.00
2.00
4.00
0.04
902.83
1127.44
47.24
11.18
2.29
75.67
8.73
1115.50
74.42
307.74
4.11
3.40
11.71
0.51
Iyy 4 (cm )
rx (cm)
ry (cm)
22.91
9.08
2.92
39.88
29.83
2.97
252.06
41.32
8.31
0.04
280.86
47.69
2.40
0.04
309.66
1.60
3.20
0.04
14.00
2.00
4.00
50.00
10.00
1.20
125.00
60.00
12.00
125.00
70.00
14.00
3.52
125.00
70.00
C125070200
4.35
125.00
C150050120
2.45
C150060120
4
Zxx Effective (cm3)
Minor Axis Bending
Ixx Effective (cm4)
P0 2 (N/mm )
Mcy Web Comp (kNm)
Mcy Web Tension (kNm)
es (mm)
Q
Please refer to web site to ensure you are using an up to date copy of the section properties. Further sections are available upon request. Please contact your Area Sales Manager for further details.
5
2.4.2
To BS-EN-1993-1-3:2006
Dimensional
Gross Section
Section Reference
Mass (Kg/m)
W (mm)
F (mm)
Li (mm)
T (mm)
Internal radius ri (mm)
Galv coating (mm)
δ 3 (x10 )
Gross Area 2 (mm )
Iyy 4 (cm )
C070050150
2.09
70.00
50.00
10.00
1.50
3.00
0.04
28.04
266.34
C070070200
3.48
70.00
70.00
14.00
2.00
4.00
0.04
29.91
442.83
C100050120
1.98
100.00
50.00
10.00
1.20
2.40
0.04
19.18
C100060120
2.21
100.00
60.00
12.00
1.20
2.40
0.04
C100070120
2.43
100.00
70.00
14.00
1.20
2.40
C100070160
3.20
100.00
70.00
14.00
1.60
C100070200
3.95
100.00
70.00
14.00
C125050120
2.22
125.00
50.00
C125060120
2.44
125.00
C125070120
2.67
C125070160
Major axis bending Wel,yy 3 (cm )
Wel,zz 3 (cm )
1.86
6.31
2.78
20.91
5.73
1.46
2.61
11.03
6.98
36.25
9.94
3.62
4.11
1.84
8.04
2.39
35.30
6.49
13.70
4.18
2.24
9.32
3.41
38.52
53.99
20.83
4.24
2.63
10.59
4.61
407.57
71.58
27.48
4.23
2.62
13.94
26.46
502.83
88.65
33.85
4.23
2.61
0.04
17.19
282.06
68.87
8.93
5.02
2.40
0.04
15.62
310.86
78.99
14.76
1.20
2.40
0.04
14.32
339.66
89.02
14.00
1.60
3.20
0.04
19.20
447.57
70.00
14.00
2.00
4.00
0.04
24.14
50.00
10.00
1.20
2.40
0.04
15.57
150.00
60.00
12.00
1.20
3.00
0.04
2.91
150.00
70.00
14.00
1.20
2.40
C150070160
3.83
150.00
70.00
14.00
1.60
C150070200
4.74
150.00
70.00
14.00
C200050120
2.92
200.00
50.00
C200060120
3.15
200.00
C200070120
3.38
C200070160
Izz 4 (cm )
iy (cm)
iz (cm)
22.91
9.08
2.96
39.88
29.83
3.02
252.06
41.33
8.31
17.26
280.86
47.69
0.04
15.68
309.66
3.20
0.04
21.04
2.00
4.00
0.04
10.00
1.20
2.40
60.00
12.00
1.20
125.00
70.00
14.00
3.52
125.00
70.00
C125070200
4.35
125.00
C150050120
2.45
150.00
C150060120
2.67
C150070120
Wel,yy in Bending 3 (cm )
Minor Axis Bending Mc,z Mcz Web Web Tension Comp (kNm) (kNm)
Iyy in Bending 4 (cm )
Compression eNy (mm)
Q
0.91
-2.07
0.76
2.38
-4.63
0.82
1.11
0.65
-2.07
0.54
6.85
1.49
0.88
-3.97
0.51
41.61
7.19
1.91
1.13
-6.06
0.48
6.03
60.64
11.07
2.83
1.75
-4.81
0.61
17.13
7.38
80.02
15.23
3.80
2.38
-3.10
0.73
1.81
10.74
2.46
56.57
8.08
1.12
0.62
-0.82
0.49
5.12
2.21
12.36
3.52
61.69
8.56
1.51
0.85
-2.63
0.46
22.49
5.20
2.61
13.97
4.75
66.57
9.01
1.93
1.12
-4.54
0.44
118.23
29.66
5.19
2.60
18.43
6.23
99.92
14.59
2.87
1.71
-3.83
0.55
552.83
146.70
36.55
5.19
2.59
22.70
7.63
131.88
20.01
3.88
2.34
-1.91
0.67
312.06
105.13
9.42
5.89
1.76
13.69
2.51
83.20
9.66
1.13
0.60
0.16
0.44
17.84
339.62
119.87
15.63
6.03
2.18
15.54
3.57
90.80
10.30
1.52
0.84
-1.48
0.42
0.04
13.18
369.66
134.50
23.88
6.12
2.58
17.60
4.86
97.74
10.84
1.94
1.11
-3.23
0.40
3.20
0.04
17.66
487.57
178.86
31.50
6.12
2.57
23.25
6.39
148.38
17.82
2.90
1.66
-2.48
0.51
2.00
4.00
0.04
22.19
602.83
222.21
38.82
6.12
2.56
28.70
7.83
199.20
25.15
3.93
2.30
-0.89
0.61
10.00
1.20
2.40
0.04
13.10
372.06
207.38
10.18
7.58
1.68
20.32
2.58
154.16
12.96
1.14
0.58
1.65
0.37
60.00
12.00
1.20
2.40
0.04
12.17
400.86
233.98
16.99
7.76
2.09
22.97
3.71
167.27
13.78
1.53
0.82
0.32
0.36
200.00
70.00
14.00
1.20
2.40
0.04
11.37
429.66
260.42
26.08
7.91
2.50
25.60
5.03
179.29
14.50
1.96
1.08
-1.09
0.34
4.46
200.00
70.00
14.00
1.60
3.20
0.04
15.22
567.57
346.91
34.41
7.90
2.49
33.91
6.61
272.49
23.64
2.94
1.57
-0.33
0.44
C200070200
5.52
200.00
70.00
14.00
2.00
4.00
0.04
19.11
702.83
431.72
42.40
7.90
2.48
41.94
8.12
376.30
34.85
3.99
2.20
0.71
0.52
C250070120
3.85
250.00
70.00
14.00
1.20
2.40
0.04
9.99
489.66
439.00
27.75
9.62
2.42
34.58
5.14
287.20
18.18
1.97
1.05
0.53
0.30
C250070160
5.09
250.00
70.00
14.00
1.60
3.20
0.04
13.37
647.57
585.46
36.61
9.61
2.40
45.88
6.77
439.10
29.66
2.96
1.54
1.33
0.38
C250070200
6.31
250.00
70.00
14.00
2.00
4.00
0.04
16.78
802.83
729.42
45.12
9.61
2.39
56.85
8.32
605.92
43.37
4.03
2.10
2.23
0.45
C300070200
7.10
300.00
70.00
14.00
2.00
4.00
0.04
14.96
902.83
1127.58
47.24
11.27
2.31
73.41
8.47
894.19
51.85
4.05
2.00
3.48
0.40
6
2.5 2.5.1
‘U’ Section Range5 To BS5950-5:1998 Dimensions
Gross Section
Section Reference
Mass (kg/m)
W (mm)
F (mm)
Li (mm)
T (mm)
Internal radius ri (mm)
Galv coating (mm)
Area (mm2)
Ixx (cm4)
U074055150
2.10
74.00
55.00
~
1.50
3.00
0.04
266.67
U074069180
2.89
74.00
69.00
~
1.80
3.60
0.04
368.17
U074069200
3.20
74.00
69.00
~
2.00
4.00
0.04
U104055120
1.97
104.00
55.00
~
1.20
2.40
U104067180
3.26
104.00
67.00
~
1.80
U104067200
3.63
104.00
67.00
~
U129055120
2.21
129.00
55.00
~
U129068180
3.64
129.00
68.00
U129068200
4.04
129.00
U154055120
2.44
U154067180
Major Axis Bending
Minor Axis Bending
Compression
Zxx (cm3)
Zyy (cm3)
Ixx Effective 4 (cm )
Zxx Effective 3 (cm )
P0 (N/mm2)
Mcy Web Comp (kNm)
Mcy Web Tension (kNm)
es (mm)
Q
1.80
7.02
2.25
19.49
4.59
390.00
1.43
0.32
-4.27
0.49
2.27
10.18
4.12
27.52
6.39
390.00
2.61
0.56
-3.42
0.56
3.16
2.27
11.29
4.57
31.51
7.46
390.00
2.95
0.74
-2.14
0.60
7.64
4.23
1.76
8.53
1.89
32.69
5.43
363.20
1.05
0.18
-7.12
0.31
76.40
19.54
4.30
2.18
14.95
4.12
58.75
9.88
389.92
2.57
0.57
-6.42
0.44
461.42
84.61
21.66
4.30
2.17
16.59
4.57
67.06
11.46
390.00
2.96
0.75
-5.35
0.48
280.83
71.69
8.15
5.11
1.72
11.22
1.95
54.76
7.44
344.35
1.06
0.19
-7.04
0.26
0.04
463.57
125.70
21.79
5.23
2.18
19.76
4.37
97.81
13.37
377.50
2.64
0.58
-7.55
0.37
4.00
0.04
513.42
139.34
24.16
5.22
2.17
21.94
4.85
111.17
15.40
384.03
3.05
0.76
-6.77
0.41
1.20
2.40
0.04
310.83
108.13
8.56
5.97
1.68
14.15
1.99
84.30
9.73
325.50
1.06
0.19
-6.74
0.23
~
1.80
3.60
0.04
504.97
186.42
22.06
6.10
2.10
24.50
4.35
147.85
17.15
365.07
2.58
0.58
-7.64
0.32
67.00
~
2.00
4.00
0.04
559.42
206.76
24.46
6.10
2.10
27.21
4.83
167.70
19.68
372.88
2.98
0.76
-7.08
0.35
204.00
55.00
~
1.20
2.40
0.04
370.83
210.35
9.18
7.63
1.59
20.74
2.05
169.67
15.08
287.81
1.08
0.19
-5.43
0.20
4.68
204.00
67.00
~
1.80
3.60
0.04
594.97
359.00
23.83
7.81
2.01
35.51
4.49
291.95
25.98
340.23
2.60
0.58
-7.40
0.26
U204067200
5.18
204.00
67.00
~
2.00
4.00
0.04
659.42
398.47
26.42
7.80
2.01
39.45
4.99
330.05
29.64
350.57
3.00
0.77
-7.05
0.28
U254055120
3.39
254.00
55.00
~
1.20
2.40
0.04
430.83
357.74
9.63
9.24
1.52
28.30
2.09
296.55
21.50
250.11
1.09
0.19
-4.22
0.18
U254067180
5.38
254.00
67.00
~
1.80
3.60
0.04
684.97
605.14
25.14
9.46
1.93
47.99
4.59
502.46
36.37
315.38
2.62
0.58
-5.89
0.23
U254067200
5.97
254.00
67.00
~
2.00
4.00
0.04
759.42
672.01
27.87
9.45
1.92
53.33
5.10
566.58
41.32
328.26
3.02
0.77
-5.55
0.26
U304067200
6.76
304.00
67.00
~
2.00
4.00
0.04
859.42
1039.62
28.99
11.06
1.85
68.85
5.18
889.85
54.71
305.95
3.04
0.77
-4.35
0.23
Iyy (cm4)
rx (cm)
ry (cm)
25.45
8.55
3.10
36.76
18.88
3.17
407.42
40.64
20.93
0.04
250.83
43.83
3.60
0.04
414.97
2.00
4.00
0.04
1.20
2.40
0.04
~
1.80
3.60
68.00
~
2.00
154.00
55.00
~
3.97
154.00
67.00
U154067200
4.40
154.00
U204055120
2.91
U204067180
5
Please refer to web site to ensure you are using an up to date copy of the section properties. Further sections are available upon request. Please contact your Area Sales Manager for further details.
7
2.5.2
To BS-EN-1993-1-3:2006
Dimensional
Gross Section Galv coating (mm)
Major axis bending
δ (x103)
Gross Area 2 (mm )
Iyy (cm4)
Izz (cm4)
iy (cm)
iz (cm)
Wel,yy (cm3)
Minor Axis Bending
Compression
Section Reference
Mass (Kg/m)
W (mm)
F (mm)
Li (mm)
T (mm)
Internal radius ri (mm)
Wel,zz (cm3)
Iyy in Bending 4 (cm )
Wel,yy in Bending 3 (cm )
Mc,z Web Comp (kNm)
Mcz Web Tension (kNm)
eNy (mm)
Q
U074055150
2.10
74.00
55.00
~
1.50
3.00
0.04
0.00
266.67
25.45
8.55
3.10
1.80
7.02
2.25
17.22
3.84
1.37
0.35
-12.05
0.50
U074069180
2.89
74.00
69.00
~
1.80
3.60
0.04
0.00
368.17
36.76
18.89
3.17
2.27
10.18
4.12
23.81
5.19
2.51
0.66
-17.00
0.51
U074069200
3.20
74.00
69.00
~
2.00
4.00
0.04
0.00
407.42
40.64
20.94
3.16
2.27
11.29
4.57
27.33
6.06
2.87
0.80
-16.34
0.56
U104055120
1.97
104.00
55.00
~
1.20
2.40
0.04
0.00
250.83
43.85
7.65
4.23
1.77
8.53
1.89
27.91
4.31
1.04
0.21
-10.75
0.36
U104067180
3.26
104.00
67.00
~
1.80
3.60
0.04
0.00
414.97
76.41
19.55
4.30
2.18
14.95
4.12
52.56
8.42
2.48
0.61
-13.66
0.48
U104067200
3.63
104.00
67.50
~
2.00
4.00
0.04
0.00
461.42
85.14
22.12
4.30
2.19
16.69
4.64
60.24
9.78
2.88
0.75
-13.27
0.52
U129055120
2.21
129.00
55.00
~
1.20
2.40
0.04
0.00
280.83
71.71
8.16
5.11
1.72
11.22
1.95
44.63
5.48
1.05
0.20
-9.32
0.33
U129068180
3.64
129.00
68.00
~
1.80
3.60
0.04
0.00
463.57
125.72
21.80
5.23
2.18
19.77
4.37
88.61
11.62
2.58
0.60
-12.35
0.44
U129068200
4.04
129.00
68.00
~
2.00
4.00
0.04
0.00
513.42
139.36
24.17
5.22
2.17
21.95
4.85
101.01
13.41
2.96
0.74
-11.79
0.48
U154055120
2.44
154.00
55.00
~
1.20
2.40
0.04
0.00
310.83
108.15
8.57
5.97
1.68
14.16
1.99
65.69
6.68
1.05
0.19
-8.15
0.30
U154067180
3.97
154.00
67.00
~
1.80
3.60
0.04
0.00
504.97
186.46
22.07
6.10
2.10
24.50
4.35
131.52
14.41
2.54
0.57
-10.56
0.41
U154067200
4.40
154.00
67.00
~
2.00
4.00
0.04
0.00
559.42
206.80
24.47
6.10
2.10
27.21
4.83
154.17
17.43
2.92
0.71
-10.03
0.45
U204055120
2.91
204.00
55.00
~
1.20
2.40
0.04
0.00
370.83
210.39
9.19
7.63
1.59
20.75
2.05
121.50
9.15
1.06
0.18
-6.37
0.26
U204067180
4.68
204.00
67.00
~
1.80
3.60
0.04
0.00
594.97
359.07
23.84
7.81
2.01
35.52
4.50
243.99
19.72
2.57
0.54
-8.36
0.35
U204067200
5.18
204.00
67.00
~
2.00
4.00
0.04
0.00
659.42
398.55
26.43
7.80
2.01
39.46
4.99
287.27
23.93
2.96
0.67
-7.84
0.39
U254055120
3.39
254.00
55.00
~
1.20
2.40
0.04
0.00
430.83
357.82
9.64
9.24
1.52
28.31
2.09
196.47
11.70
1.07
0.17
-5.08
0.22
U254067180
5.38
254.00
67.00
~
1.80
3.60
0.04
0.00
684.97
605.25
25.15
9.46
1.93
48.00
4.59
395.69
25.19
2.59
0.51
-6.71
0.31
U254067200
5.97
254.00
67.00
~
2.00
4.00
0.04
0.00
759.42
672.13
27.88
9.45
1.92
53.34
5.10
466.77
30.56
2.98
0.65
-6.20
0.34
U304067200
6.76
304.00
67.00
~
2.00
4.00
0.04
0.00
859.42
1039.79
29.00
11.06
1.85
68.86
5.18
695.56
37.37
3.00
0.62
-4.94
0.31
8
2.6
Ancillary Products
The following products are supplied by Kingspan Steel Building Solutions and its agents. These components are not manufactured by Kingspan Steel Building Solutions;
2.7
Order Ref.
Box Qty
W (mm)
DHB70 DHB100 DHB150 DHB200 DHB250 DHB300
Deflection Head Bracket 100 100 100 100 100 100
70 100 150 200 250 300
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 notes: 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 Report RT1439 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 by the end conditions and therefore 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 Steel Building Solutions. 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 referred to Kingspan for design and engineering calculations (at agreed costs) prior to material purchase in all instances.
9
SFS Span Tables – Studs at 600 centres Deflection Ratio: L/360 Effective Length: 0.85 x L
Deflection Ratio: L/360 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kN/m2)
Unfactored Wind load (kN/m2)
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
C070050150
3.03
2.75
2.56
2.40
2.28
2.18
2.10
2.03
C070050150
3.03
2.75
2.56
2.40
2.28
2.18
2.10
2.03
C070070200
3.64
3.31
3.07
2.89
2.75
2.63
2.53
2.44
C070070200
3.64
3.31
3.07
2.89
2.75
2.63
2.53
2.44
C100050120
3.68
3.35
3.11
2.93
2.78
2.66
2.56
2.47
C100050120
3.69
3.35
3.11
2.93
2.78
2.66
2.56
2.47
C100060120
3.87
3.51
3.26
3.07
2.92
2.79
2.68
2.59
C100060120
3.87
3.51
3.26
3.07
2.92
2.79
2.68
2.59
C100070120
4.03
3.66
3.40
3.20
3.04
2.91
2.80
2.70
C100070120
4.03
3.66
3.40
3.20
3.04
2.91
2.80
2.70
C100070160
4.43
4.02
3.74
3.52
3.34
3.19
3.07
2.96
C100070160
4.43
4.02
3.74
3.52
3.34
3.19
3.07
2.96
C100070200
4.76
4.32
4.01
3.78
3.59
3.43
3.30
3.18
C100070200
4.76
4.32
4.01
3.78
3.59
3.43
3.30
3.18
C125050120
3.95
3.66
3.45
3.28
3.15
3.04
2.95
2.87
C125050120
4.37
3.97
3.69
3.47
3.30
3.15
3.03
2.93
C125060120
4.46
4.13
3.86
3.63
3.45
3.30
3.17
3.06
C125060120
4.58
4.16
3.86
3.63
3.45
3.30
3.17
3.06
C125070120
4.76
4.33
4.02
3.78
3.59
3.43
3.30
3.19
C125070120
4.76
4.33
4.02
3.78
3.59
3.43
3.30
3.19
C125070160
5.24
4.76
4.42
4.16
3.95
3.78
3.63
3.50
C125070160
5.24
4.76
4.42
4.16
3.95
3.78
3.63
3.50
C125070200
5.63
5.11
4.74
4.47
4.24
4.06
3.90
3.77
C125070200
5.63
5.11
4.75
4.47
4.24
4.06
3.90
3.77
C150050120
4.18
3.88
3.65
3.48
3.34
3.23
3.13
3.04
C150050120
5.03
4.57
4.25
4.00
3.80
3.63
3.49
3.37
C150060120
4.73
4.39
4.14
3.94
3.78
3.65
3.54
3.44
C150060120
5.26
4.78
4.44
4.17
3.97
3.79
3.65
3.52
C150070120
5.25
4.86
4.59
4.34
4.12
3.94
3.79
3.66
C150070120
5.47
4.97
4.61
4.34
4.12
3.94
3.79
3.66
C150070160
5.69
5.27
4.97
4.73
4.53
4.33
4.17
4.02
C150070160
6.01
5.46
5.07
4.77
4.53
4.33
4.17
4.02
C150070200
6.10
5.64
5.31
5.05
4.84
4.66
4.48
4.32
C150070200
6.46
5.87
5.45
5.13
4.87
4.66
4.48
4.32
C200050120
4.57
4.24
4.00
3.82
3.66
3.54
3.43
3.34
C200050120
5.89
5.46
5.15
4.91
4.71
4.54
4.38
4.23
C200060120
5.18
4.81
4.54
4.33
4.16
4.01
3.89
3.78
C200060120
6.57
5.97
5.54
5.22
4.96
4.74
4.56
4.40
C200070120
5.76
5.34
5.04
4.81
4.62
4.46
4.32
4.20
C200070120
6.81
6.19
5.75
5.40
5.14
4.91
4.72
4.56
C200070160
6.23
5.78
5.45
5.19
4.98
4.81
4.66
4.54
C200070160
7.49
6.81
6.32
5.95
5.65
5.40
5.20
5.02
C200070200
6.65
6.15
5.80
5.52
5.30
5.12
4.96
4.82
C200070200
8.06
7.32
6.80
6.40
6.08
5.81
5.59
5.40
C250070120
6.18
5.74
5.42
5.16
4.96
4.79
4.65
4.52
C250070120
7.98
7.37
6.84
6.43
6.11
5.85
5.62
5.43
C250070160
6.68
6.19
5.84
5.57
5.35
5.17
5.01
4.87
C250070160
8.60
7.98
7.52
7.08
6.73
6.43
6.19
5.97
C250070200
7.11
6.59
6.21
5.92
5.68
5.48
5.32
5.17
C250070200
9.13
8.46
7.98
7.60
7.24
6.92
6.66
6.43
C300070200
7.51
6.96
6.56
6.26
6.01
5.80
5.63
5.47
C300070200
9.66
8.96
8.45
8.05
7.73
7.46
7.24
7.03
When using these tables, please refer to notes in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions – please check separately.
10
SFS Span Tables – Studs at 400 centres Deflection Ratio: L/360 Effective Length: 0.85 x L
Deflection Ratio: L/360 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kN/m2)
Unfactored Wind load (kN/m2) Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
3.47
3.15
2.92
2.75
2.61
2.50
2.40
2.32
C070050150
3.47
3.15
2.92
2.75
2.61
2.50
2.40
2.32
C070050150
C070070200
4.17
3.79
3.52
3.31
3.14
3.01
2.89
2.79
C070070200
4.17
3.79
3.52
3.31
3.14
3.01
2.89
2.79
2.83
C100050120
4.22
3.83
3.56
3.35
3.18
3.04
2.93
2.83
4.43
4.02
3.73
3.51
3.34
3.19
3.07
2.96
C100050120
4.10
3.80
3.56
3.35
3.18
3.04
2.93
C100060120
4.43
4.02
3.73
3.51
3.34
3.19
3.07
2.96
C100060120
C100070120
4.61
4.19
3.89
3.66
3.48
3.33
3.20
3.09
C100070120
4.61
4.19
3.89
3.66
3.48
3.33
3.20
3.09
3.39
C100070160
5.07
4.61
4.28
4.02
3.82
3.66
3.51
3.39
5.44
4.95
4.59
4.32
4.10
3.93
3.77
3.64
C100070160
5.07
4.61
4.28
4.02
3.82
3.66
3.51
C100070200
5.44
4.95
4.59
4.32
4.10
3.93
3.77
3.64
C100070200
C125050120
4.40
4.07
3.84
3.66
3.51
3.39
3.28
3.19
C125050120
5.00
4.55
4.22
3.97
3.77
3.61
3.47
3.35
3.51
C125060120
5.24
4.76
4.42
4.16
3.95
3.78
3.63
3.51
5.45
4.95
4.60
4.33
4.11
3.93
3.78
3.65
C125060120
4.97
4.60
4.34
4.13
3.95
3.78
3.63
C125070120
5.45
4.95
4.60
4.33
4.11
3.93
3.78
3.65
C125070120
C125070160
5.99
5.44
5.05
4.76
4.52
4.32
4.16
4.01
C125070160
5.99
5.44
5.05
4.76
4.52
4.32
4.16
4.01
C125070200
6.44
5.85
5.43
5.11
4.85
4.64
4.46
4.31
C125070200
6.44
5.85
5.43
5.11
4.85
4.64
4.46
4.31
5.76
5.23
4.86
4.57
4.34
4.15
3.99
3.86
C150050120
4.65
4.31
4.07
3.88
3.72
3.59
3.48
3.39
C150050120
C150060120
5.26
4.88
4.60
4.39
4.21
4.07
3.94
3.83
C150060120
6.02
5.47
5.08
4.78
4.54
4.34
4.17
4.03
C150070120
5.83
5.41
5.10
4.86
4.67
4.51
4.34
4.19
C150070120
6.25
5.68
5.28
4.96
4.72
4.51
4.34
4.19
4.60
C150070160
6.88
6.25
5.80
5.46
5.19
4.96
4.77
4.61
7.39
6.72
6.24
5.87
5.58
5.33
5.13
4.95
C150070160
6.35
5.88
5.54
5.27
5.06
4.88
4.73
C150070200
6.81
6.30
5.92
5.64
5.41
5.21
5.05
4.91
C150070200
C200050120
5.08
4.71
4.45
4.24
4.07
3.94
3.82
3.71
C200050120
6.55
6.08
5.73
5.46
5.24
5.06
4.91
4.77
4.21
C200060120
7.43
6.83
6.34
5.97
5.67
5.42
5.22
5.04
7.80
7.08
6.58
6.19
5.88
5.62
5.40
5.22
C200060120
5.76
5.34
5.04
4.81
4.62
4.46
4.33
C200070120
6.40
5.94
5.60
5.34
5.13
4.96
4.81
4.67
C200070120
C200070160
6.93
6.43
6.06
5.78
5.55
5.35
5.19
5.05
C200070160
8.58
7.79
7.23
6.81
6.47
6.19
5.95
5.74
5.37
C200070200
9.23
8.38
7.78
7.32
6.96
6.65
6.40
6.18
8.87
8.23
7.76
7.37
6.99
6.69
6.43
6.21
C200070200
7.41
6.86
6.46
6.15
5.91
5.70
5.52
C250070120
6.86
6.37
6.02
5.74
5.51
5.32
5.16
5.02
C250070120
C250070160
7.43
6.89
6.50
6.19
5.95
5.75
5.57
5.42
C250070160
9.57
8.87
8.37
7.98
7.66
7.36
7.08
6.84
5.76
C250070200
10.16
9.42
8.88
8.46
8.12
7.84
7.60
7.36
6.09
C300070200
10.74
9.96
9.40
8.96
8.60
8.31
8.05
7.83
C250070200 C300070200
7.92 8.35
7.33 7.74
6.91 7.30
6.59 6.96
6.32 6.68
6.10 6.45
5.92 6.26
When using these tables, please refer to notes in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions – please check separately.
11
SFS Span Tables – Studs at 300 centres Deflection Ratio: L/360 Effective Length: 0.85 x L
Deflection Ratio: L/360 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kN/m2)
Unfactored Wind load (kN/m2)
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
C070050150
3.82
3.47
3.22
3.03
2.88
2.75
2.65
2.56
C070050150
3.82
3.47
3.22
3.03
2.88
2.75
2.65
2.56
C070070200
4.59
4.17
3.87
3.64
3.46
3.31
3.18
3.07
C070070200
4.59
4.17
3.87
3.64
3.46
3.31
3.18
3.07
C100050120
4.43
4.10
3.86
3.68
3.50
3.35
3.22
3.11
C100050120
4.65
4.22
3.92
3.69
3.50
3.35
3.22
3.11
C100060120
4.87
4.43
4.11
3.87
3.67
3.51
3.38
3.26
C100060120
4.87
4.43
4.11
3.87
3.67
3.51
3.38
3.26
C100070120
5.08
4.61
4.28
4.03
3.83
3.66
3.52
3.40
C100070120
5.08
4.61
4.28
4.03
3.83
3.66
3.52
3.40
C100070160
5.58
5.07
4.71
4.43
4.21
4.02
3.87
3.74
C100070160
5.58
5.07
4.71
4.43
4.21
4.02
3.87
3.74
C100070200
5.99
5.44
5.05
4.76
4.52
4.32
4.15
4.01
C100070200
5.99
5.44
5.05
4.76
4.52
4.32
4.15
4.01
C125050120
4.74
4.40
4.14
3.95
3.79
3.66
3.54
3.45
C125050120
5.51
5.00
4.65
4.37
4.15
3.97
3.82
3.69
C125060120
5.36
4.97
4.68
4.46
4.28
4.13
4.00
3.86
C125060120
5.77
5.24
4.86
4.58
4.35
4.16
4.00
3.86
C125070120
5.94
5.45
5.06
4.76
4.52
4.33
4.16
4.02
C125070120
6.00
5.45
5.06
4.76
4.52
4.33
4.16
4.02
C125070160
6.49
5.99
5.56
5.24
4.97
4.76
4.57
4.42
C125070160
6.60
5.99
5.56
5.24
4.97
4.76
4.57
4.42
C125070200
7.01
6.44
5.98
5.63
5.34
5.11
4.91
4.74
C125070200
7.09
6.44
5.98
5.63
5.34
5.11
4.91
4.74
C150050120
5.02
4.65
4.39
4.18
4.01
3.88
3.76
3.65
C150050120
6.34
5.76
5.35
5.03
4.78
4.57
4.40
4.25
C150060120
5.67
5.26
4.96
4.73
4.54
4.39
4.25
4.14
C150060120
6.63
6.02
5.59
5.26
5.00
4.78
4.59
4.44
C150070120
6.29
5.83
5.50
5.25
5.04
4.86
4.72
4.59
C150070120
6.89
6.26
5.81
5.46
5.19
4.97
4.77
4.61
C150070160
6.85
6.35
5.98
5.69
5.46
5.27
5.11
4.97
C150070160
7.57
6.88
6.39
6.01
5.71
5.46
5.25
5.07
C150070200
7.38
6.81
6.41
6.10
5.85
5.64
5.46
5.30
C150070200
8.14
7.40
6.87
6.46
6.14
5.87
5.64
5.45
C200050120
5.48
5.08
4.79
4.57
4.39
4.24
4.11
4.00
C200050120
7.06
6.55
6.18
5.89
5.66
5.46
5.30
5.15
C200060120
6.21
5.76
5.43
5.18
4.98
4.81
4.66
4.54
C200060120
8.00
7.43
6.98
6.57
6.24
5.97
5.74
5.54
C200070120
6.89
6.40
6.04
5.76
5.53
5.34
5.18
5.04
C200070120
8.58
7.80
7.24
6.81
6.47
6.19
5.95
5.74
C200070160
7.48
6.93
6.54
6.23
5.98
5.78
5.60
5.45
C200070160
9.44
8.58
7.96
7.49
7.12
6.81
6.55
6.32
C200070200
8.01
7.41
6.98
6.65
6.38
6.15
5.96
5.80
C200070200
10.16
9.23
8.57
8.06
7.66
7.32
7.04
6.80
C250070120
7.39
6.86
6.48
6.18
5.94
5.74
5.56
5.41
C250070120
9.55
8.87
8.37
7.98
7.66
7.36
7.08
6.84
C250070160
8.01
7.42
7.00
6.68
6.41
6.19
6.01
5.84
C250070160
10.31
9.56
9.02
8.60
8.26
7.98
7.73
7.52
C250070200
8.55
7.92
7.46
7.11
6.82
6.58
6.38
6.21
C250070200
10.96
10.16
9.58
9.13
8.77
8.46
8.20
7.98
C300070200
9.02
8.35
7.88
7.51
7.21
6.96
6.75
6.56
C300070200
11.58
10.74
10.13
9.66
9.28
8.96
8.69
8.45
When using these tables, please refer to notes in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions – please check separately.
12
SFS Span Tables – Studs at 600 centres Deflection Ratio: L/240 Effective Length: 0.85 x L
Deflection Ratio: L/240 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kN/m2)
Unfactored Wind load (kN/m2)
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
C070050150
3.47
3.15
2.93
2.75
2.61
2.50
2.40
2.32
C070050150
3.47
3.15
2.93
2.75
2.61
2.50
2.40
2.32
C070070200
4.17
3.79
3.52
3.31
3.15
3.01
2.89
2.79
C070070200
4.17
3.79
3.52
3.31
3.15
3.01
2.89
2.79
C100050120
3.68
3.41
3.21
3.05
2.93
2.83
2.74
2.66
C100050120
4.22
3.84
3.56
3.35
3.18
3.04
2.93
2.83
C100060120
4.15
3.84
3.62
3.45
3.31
3.19
3.07
2.96
C100060120
4.43
4.02
3.74
3.51
3.34
3.19
3.07
2.96
C100070120
4.60
4.19
3.89
3.66
3.48
3.33
3.20
3.09
C100070120
4.61
4.19
3.89
3.66
3.48
3.33
3.20
3.09
C100070160
5.02
4.61
4.28
4.02
3.82
3.66
3.51
3.39
C100070160
5.07
4.61
4.28
4.02
3.82
3.66
3.52
3.39
C100070200
5.42
4.95
4.59
4.32
4.10
3.93
3.77
3.64
C100070200
5.44
4.95
4.59
4.32
4.11
3.93
3.78
3.64
C125050120
3.95
3.66
3.45
3.28
3.15
3.04
2.95
2.86
C125050120
5.00
4.55
4.22
3.97
3.77
3.61
3.47
3.35
C125060120
4.46
4.13
3.90
3.71
3.56
3.44
3.33
3.24
C125060120
5.24
4.76
4.42
4.16
3.95
3.78
3.63
3.51
C125070120
4.94
4.58
4.32
4.11
3.95
3.81
3.69
3.58
C125070120
5.45
4.95
4.60
4.33
4.11
3.93
3.78
3.65
C125070160
5.38
4.98
4.69
4.46
4.28
4.13
4.00
3.89
C125070160
5.99
5.44
5.05
4.76
4.52
4.32
4.16
4.01
C125070200
5.78
5.34
5.02
4.77
4.57
4.41
4.27
4.15
C125070200
6.44
5.85
5.43
5.11
4.86
4.64
4.47
4.31
C150050120
4.18
3.88
3.66
3.48
3.34
3.23
3.13
3.04
C150050120
5.37
4.98
4.69
4.46
4.28
4.12
3.99
3.86
C150060120
4.73
4.39
4.14
3.94
3.78
3.65
3.54
3.44
C150060120
6.02
5.47
5.08
4.78
4.54
4.34
4.17
4.03
C150070120
5.25
4.86
4.59
4.37
4.20
4.05
3.92
3.81
C150070120
6.26
5.68
5.28
4.97
4.72
4.51
4.34
4.19
C150070160
5.69
5.27
4.97
4.73
4.54
4.38
4.25
4.13
C150070160
6.88
6.25
5.80
5.46
5.19
4.96
4.77
4.61
C150070200
6.10
5.64
5.31
5.05
4.84
4.67
4.52
4.40
C150070200
7.40
6.72
6.24
5.87
5.58
5.33
5.13
4.95
C200050120
4.57
4.24
4.00
3.82
3.66
3.54
3.43
3.34
C200050120
5.89
5.46
5.15
4.91
4.71
4.54
4.40
4.28
C200060120
5.18
4.81
4.54
4.33
4.16
4.01
3.89
3.78
C200060120
6.68
6.19
5.83
5.56
5.33
5.14
4.98
4.83
C200070120
5.76
5.34
5.04
4.81
4.62
4.46
4.32
4.20
C200070120
7.42
6.87
6.47
6.16
5.88
5.62
5.41
5.22
C200070160
6.23
5.78
5.45
5.19
4.98
4.81
4.66
4.54
C200070160
8.01
7.42
6.99
6.66
6.39
6.16
5.95
5.74
C200070200
6.65
6.15
5.80
5.52
5.30
5.12
4.96
4.82
C200070200
8.51
7.88
7.43
7.07
6.78
6.54
6.34
6.16
C250070120
6.18
5.74
5.41
5.16
4.96
4.79
4.65
4.52
C250070120
7.98
7.40
6.97
6.64
6.37
6.15
5.95
5.78
C250070160
6.68
6.19
5.84
5.57
5.35
5.17
5.01
4.87
C250070160
8.60
7.98
7.52
7.17
6.88
6.64
6.43
6.25
C250070200
7.11
6.59
6.21
5.92
5.68
5.48
5.32
5.17
C250070200
9.13
8.46
7.98
7.60
7.30
7.04
6.82
6.63
C300070200
7.51
6.96
6.56
6.26
6.01
5.80
5.63
5.47
C300070200
9.66
8.96
8.45
8.05
7.73
7.46
7.23
7.04
When using these tables, please refer to notes in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions – please check separately.
13
SFS Span Tables – Studs at 400 centres Deflection Ratio: L/240 Effective Length: 0.85 x L
Deflection Ratio: L/240 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kN/m2)
Unfactored Wind load (kN/m2) Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
3.97
3.61
3.35
3.15
2.99
2.86
2.75
2.66
C070050150
3.97
3.61
3.35
3.15
2.99
2.86
2.75
2.66
C070050150
C070070200
4.77
4.34
4.03
3.79
3.60
3.44
3.31
3.20
C070070200
4.77
4.34
4.03
3.79
3.60
3.44
3.31
3.20
2.97
C100050120
4.83
4.39
4.08
3.83
3.64
3.48
3.35
3.23
5.07
4.60
4.27
4.02
3.82
3.65
3.51
3.39
C100050120
4.10
3.80
3.58
3.41
3.27
3.15
3.05
C100060120
4.63
4.28
4.04
3.84
3.69
3.56
3.45
3.35
C100060120
C100070120
5.12
4.74
4.45
4.19
3.98
3.81
3.66
3.54
C100070120
5.28
4.80
4.45
4.19
3.98
3.81
3.66
3.54
3.88
C100070160
5.80
5.27
4.89
4.61
4.37
4.18
4.02
3.88
6.23
5.66
5.26
4.95
4.70
4.49
4.32
4.17
C100070160
5.61
5.18
4.88
4.61
4.37
4.18
4.02
C100070200
6.08
5.60
5.26
4.95
4.70
4.49
4.32
4.17
C100070200
C125050120
4.40
4.07
3.84
3.66
3.51
3.39
3.28
3.19
C125050120
5.64
5.20
4.83
4.55
4.32
4.13
3.97
3.83
3.61
C125060120
6.00
5.45
5.06
4.76
4.52
4.32
4.16
4.01
6.24
5.67
5.26
4.95
4.70
4.50
4.33
4.18
C125060120
4.97
4.60
4.34
4.13
3.97
3.83
3.71
C125070120
5.50
5.10
4.81
4.58
4.40
4.24
4.11
4.00
C125070120
C125070160
6.00
5.55
5.23
4.98
4.77
4.61
4.46
4.34
C125070160
6.86
6.23
5.79
5.44
5.17
4.95
4.76
4.59
C125070200
6.47
5.97
5.61
5.34
5.11
4.93
4.77
4.64
C125070200
7.37
6.70
6.22
5.85
5.56
5.32
5.11
4.93
5.98
5.54
5.22
4.98
4.77
4.61
4.46
4.33
C150050120
4.65
4.31
4.07
3.88
3.72
3.59
3.48
3.39
C150050120
C150060120
5.26
4.88
4.60
4.39
4.21
4.07
3.94
3.83
C150060120
6.77
6.26
5.81
5.47
5.20
4.97
4.78
4.61
C150070120
5.83
5.41
5.10
4.86
4.67
4.51
4.37
4.25
C150070120
7.16
6.51
6.04
5.68
5.40
5.16
4.96
4.79
4.60
C150070160
7.87
7.15
6.64
6.25
5.94
5.68
5.46
5.27
8.46
7.69
7.14
6.72
6.38
6.10
5.87
5.67
C150070160
6.35
5.88
5.54
5.27
5.06
4.88
4.73
C150070200
6.81
6.30
5.92
5.64
5.41
5.21
5.05
4.91
C150070200
C200050120
5.08
4.71
4.45
4.24
4.07
3.94
3.82
3.71
C200050120
6.55
6.08
5.73
5.46
5.24
5.06
4.91
4.77
4.21
C200060120
7.43
6.89
6.50
6.19
5.94
5.73
5.56
5.40
8.25
7.65
7.21
6.87
6.60
6.36
6.16
5.97
C200060120
5.76
5.34
5.04
4.81
4.62
4.46
4.33
C200070120
6.40
5.94
5.60
5.34
5.13
4.96
4.81
4.67
C200070120
C200070160
6.93
6.43
6.06
5.78
5.55
5.35
5.19
5.05
C200070160
8.91
8.26
7.79
7.42
7.12
6.87
6.66
6.47
5.37
C200070200
9.48
8.78
8.28
7.88
7.57
7.30
7.07
6.87
8.87
8.23
7.76
7.40
7.10
6.86
6.64
6.46
C200070200
7.41
6.86
6.46
6.15
5.91
5.70
5.52
C250070120
6.86
6.37
6.02
5.74
5.51
5.32
5.16
5.02
C250070120
C250070160
7.43
6.89
6.50
6.19
5.95
5.75
5.57
5.42
C250070160
9.57
8.87
8.37
7.98
7.66
7.39
7.17
6.97
5.76
C250070200
10.16
9.42
8.88
8.46
8.12
7.84
7.60
7.39
6.09
C300070200
10.74
9.96
9.40
8.96
8.60
8.31
8.05
7.83
C250070200 C300070200
7.92 8.35
7.33 7.74
6.91 7.30
6.59 6.96
6.32 6.68
6.10 6.45
5.92 6.26
When using these tables, please refer to notes in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions – please check separately.
14
SFS Span Tables – Studs at 300 centres Deflection Ratio: L/240 Effective Length: 0.85 x L
Deflection Ratio: L/240 Effective Length: 0.5 x L (Mid-Span Noggins) Unfactored Wind load (kN/m2)
Unfactored Wind load (kN/m2)
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
Stud Section
0.6
0.8
1
1.2
1.4
1.6
1.8
2
C070050150
4.32
3.97
3.69
3.47
3.29
3.15
3.03
2.92
C070050150
4.37
3.97
3.69
3.47
3.29
3.15
3.03
2.92
C070070200
5.26
4.78
4.43
4.17
3.96
3.79
3.64
3.52
C070070200
5.26
4.78
4.43
4.17
3.96
3.79
3.64
3.52
C100050120
4.43
4.10
3.86
3.68
3.53
3.41
3.30
3.21
C100050120
5.32
4.83
4.49
4.22
4.01
3.84
3.69
3.56
C100060120
5.00
4.63
4.36
4.15
3.98
3.84
3.72
3.62
C100060120
5.58
5.07
4.71
4.43
4.21
4.02
3.87
3.73
C100070120
5.53
5.12
4.83
4.60
4.38
4.19
4.03
3.89
C100070120
5.81
5.28
4.90
4.61
4.38
4.19
4.03
3.89
C100070160
6.08
5.61
5.28
5.02
4.81
4.61
4.43
4.28
C100070160
6.39
5.80
5.39
5.07
4.82
4.61
4.43
4.28
C100070200
6.60
6.08
5.70
5.42
5.17
4.95
4.76
4.59
C100070200
6.86
6.23
5.79
5.44
5.17
4.95
4.76
4.59
C125050120
4.74
4.40
4.14
3.95
3.79
3.66
3.54
3.45
C125050120
6.09
5.64
5.31
5.00
4.75
4.55
4.37
4.22
C125060120
5.36
4.97
4.68
4.46
4.28
4.13
4.01
3.90
C125060120
6.60
6.00
5.57
5.24
4.98
4.76
4.58
4.42
C125070120
5.94
5.50
5.19
4.94
4.75
4.58
4.44
4.32
C125070120
6.87
6.24
5.79
5.45
5.18
4.95
4.76
4.60
C125070160
6.49
6.00
5.65
5.38
5.16
4.98
4.82
4.69
C125070160
7.55
6.86
6.37
5.99
5.69
5.44
5.24
5.05
C125070200
7.01
6.47
6.08
5.78
5.54
5.34
5.16
5.02
C125070200
8.11
7.37
6.84
6.44
6.12
5.85
5.63
5.43
C150050120
5.02
4.65
4.39
4.18
4.01
3.88
3.76
3.65
C150050120
6.45
5.98
5.64
5.37
5.16
4.98
4.82
4.69
C150060120
5.67
5.26
4.96
4.73
4.54
4.39
4.25
4.14
C150060120
7.30
6.77
6.38
6.02
5.72
5.47
5.26
5.08
C150070120
6.29
5.83
5.50
5.25
5.04
4.86
4.72
4.59
C150070120
7.88
7.16
6.65
6.26
5.94
5.68
5.46
5.28
C150070160
6.85
6.35
5.98
5.69
5.46
5.27
5.11
4.97
C150070160
8.67
7.87
7.31
6.88
6.53
6.25
6.01
5.80
C150070200
7.38
6.81
6.41
6.10
5.85
5.64
5.46
5.30
C150070200
9.32
8.47
7.86
7.40
7.02
6.72
6.46
6.24
C200050120
5.48
5.08
4.79
4.57
4.39
4.24
4.11
4.00
C200050120
7.06
6.55
6.18
5.89
5.66
5.46
5.30
5.15
C200060120
6.21
5.76
5.43
5.18
4.98
4.81
4.66
4.54
C200060120
8.00
7.43
7.01
6.68
6.41
6.19
6.00
5.83
C200070120
6.89
6.40
6.04
5.76
5.53
5.34
5.18
5.04
C200070120
8.89
8.25
7.78
7.42
7.12
6.87
6.66
6.47
C200070160
7.48
6.93
6.54
6.23
5.98
5.78
5.60
5.45
C200070160
9.61
8.91
8.40
8.01
7.69
7.42
7.19
6.99
C200070200
8.01
7.41
6.98
6.65
6.38
6.15
5.96
5.80
C200070200
10.24
9.48
8.94
8.51
8.17
7.88
7.64
7.43
C250070120
7.39
6.86
6.48
6.18
5.94
5.74
5.56
5.41
C250070120
9.55
8.87
8.37
7.98
7.66
7.40
7.17
6.97
C250070160
8.01
7.42
7.00
6.68
6.41
6.19
6.01
5.84
C250070160
10.31
9.56
9.02
8.60
8.26
7.98
7.73
7.52
C250070200
8.55
7.92
7.46
7.11
6.82
6.58
6.38
6.21
C250070200
10.96
10.16
9.58
9.13
8.76
8.46
8.20
7.98
C300070200
9.02
8.35
7.88
7.51
7.21
6.96
6.75
6.56
C300070200
11.58
10.74
10.13
9.66
9.28
8.96
8.68
8.45
When using these tables, please refer to notes in Section 2.7. Note: Spans highlighted in Bold and Italic may require non-standard stud/track end conditions – please check separately.
15
3 SFS STANDARD FIXINGS 3.1
Recommended Fixings
Kingspan Steel Building Solutions 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 Steel Building Solutions 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
ITW-SPIT
CFC26 (Eurocode 921166)
Pancake head Ø5.5 x 32mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun 2PSD
Hilti
S-MD 03ZW 5.5 x 25 408762
Waferhead Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun Phillips No.2
ITW-SPIT
TC25 (Eurocode 920028)
Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun 5/16th AF Hex
Hilti
S-MD 03Z 5.5x25 413417
Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun 8mm Hex
Ejot
LS 5.5 x 25
Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun 8mm Hex
Evolution
TSHW5.5-25-3
Hex head Ø5.5 x 25mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun 5/16th AF Hex
SFS to SFS Connections Flush finish 1mm up to 4.0mm fixing thickness
SFS to SFS Connections Non flush finish 1mm up to 4.0mm fixing thickness
Picture
16
Application
SFS to Hot Rolled Steel Flush finish 4 to 12.5mm fixing thickness
Supplier
Product Code
Description
Tools
ITW-SPIT
CFL32 (Eurocode 921260)
Pancake head Ø5.5 x 32mm Low Profile TEK, Self Drilling, Fine threaded, Self tapping
SDS Gun Phillips No.2
Hilti
S-MD 05ZW 5.5x40 408763
Wafer Head Ø5.5 x 40mm Low Profile TEK, Self Drilling, Fine threaded, Self tapping
SDS Gun Phillips No.3
Ejot
HSCF 5.5x38
Flat pan head Ø5.5 x 38mm Self Drilling, Coarse threaded, Self tapping TEK
SDS Gun Phillips No.3
ITW-SPIT
TL32 (Eurocode 921202)
Hex head screw Ø5.5 x 32mm TEK Self Drilling, Fine threaded, Self tapping
SDS Gun 5/16th AF Hex
Hilti
S-MD05Z 5.5 x 40 2054483
Hex head screw Ø5.5 x 40mm TEK Self Drilling, Fine threaded, Self tapping
SDS Gun 8mm Hex
Ejot
HS 5.5 x 38
Hex head screw Ø5.5 x 38mm TEK Self Drilling, Fine threaded, Self tapping
SDS Gun 8mm Hex
Evolution
TSHW5.5-38-5(SI)II
Hex head screw Ø5.5 x 38mm TEK Self Drilling, Fine threaded, Self tapping
SDS Gun 5/16" Hex
ITW-SPIT
SC9-20
Powder actuated nail fixing
Spitfire P370
Hilti
X-U 16 MX 2043797
Powder actuated nail fixing
DF25 – 6.3 x 65
Hex head screw Ø6.3 x 65mm TEK Self Drilling, Fine threaded, Self tapping
SFS to Hot Rolled Steel Non flush finish 3.0mm steel to 12.5mm HRS
SFS to Hot Rolled Steel Connections SFS to 20mm HRS
Fixfast
Picture
DX460MX
SDS Gun 8mm Hex
17
Application
Supplier
Product Code
Description Hex head anchor Ø6 x 32mm
Tools
ITW-SPIT
4H32 (Eurocode 921502)
Hilti
HUS 6x45 2065502
Hex head anchor Ø6 x 45mm
Ejot
4H 6.3x32
Hex head anchor Ø6.3 x 32mm
Evolution
MSHH6.3-32-516
Hex head anchor Ø6.3 x 32mm
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
TRIGA Z V6 10/20
Through bolt Torque controlled expanding anchor
SDS Gun SDS Drill
ITW-SPIT
TRIGA Z E6 10/20
Stud anchor Torque controlled expanding anchor
SDS Gun SDS Drill
ITW-SPIT
Tapcon LDT M10x60 (Typical)
Large diameter screw anchor
SDS Gun SDS Drill
Hilti
HSC-A M10 x 40mm
HSC-A M10 x 40mm safety anchors
SDS Gun SDS Drill
SFS to Concrete Connections 3.0mm steel to concrete
Bracket to Hot Rolled Steel Connections 5 to 8mm steel brackets to >6mm HRS
Picture
SDS Gun 8mm Hex SDS Drill 6mm masonry bit Impact Driver Torx 40 SDS Drill 6mm SDS Gun 8mm Hex SDS Drill CDR 4L (Ejot ref) SDS Gun 5/16" Hexagonal SDS Drill 5mm masonry bit
Bracket to Concrete Steel brackets to Concrete
18
Application Sheathing Board / Timber to SFS (Max. 47mm board to max. steel thickness 3.0mm)
Supplier
Product Code
Description
Tools
Hilti
S-WD 13C 4.8 x 38 S-WD 13C 5.5 x 65 283636, 283638
4.8 x 38mm wafer head wing tip screw
SDS Gun Phillips No.2
Ejot
WDLS 4.8 x 38 WDLS 5.5 x 50 to 127
4.8 x 38mm wafer head wing tip screw
SDS Gun Phillips No.2
Hilti
S-CD 53S 5.5 x 86 to 156
1.2 to 1.5mm channel to SFS through varying insulation thickness
SDS Gun 8mm Hex
Ejot
JT3-6-5.5 x 70 S16 JT3-D-6H 5.5/6.3x 87 to147 S16
1.2 to 1.5mm channel to max 1.6mm steel through varying insulation thickness
SDS Gun 8mm Hex
Ejot
JT3-6-5.5 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
Hilti
S-DD01Z 3.5 x 25 to 65
BZP self-drill drywall screw Board to max. 2.25mm SFS sections
SDS Gun Phillips No.2
Ejot
WDLS 5.5 x 50 to 127
Board to max. 3mm SFS sections
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
Picture
Brick tie channels to SFS
Rigid phenolic insulation board to SFS
Internal Lining: Plasterboard / Chipboard / Ply / OSB to SFS
19
4
INFILL SFS
Figure 2 - Typical Infill SFS Bay
4.1
Design Principles
4.1.1 General Stud Design & Construction Studs are generally provided vertically at centres of 600mm,though may be provided at 400mm or 300mm as determined by structural calculation. These centres are determined by 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 accommodated at the head connection of the vertical studs to the head track. A corresponding deflection gap in the cladding is normally also needed. 4.1.2 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 by Kingspan Steel Building Solutions engineers. Details given in Section 6 show construction method only and do not form a specification. 4.1.3 Splicing of Sections Infill sections should be ordered to length or to be cut down on site. Under no circ*mstances should they be spliced together. 4.1.4 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 Steel Building Solutions 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 Solutions. 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
Type 3 – Head Track Blocking (Detail A16) An installer may choose a third method of creating an allowance for deflection, by placing blocking sections of stud within the top track, tightly fitting between every stud. This will prevent 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. Therefore, 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
4.1.5 Mid Span Restraint (Detail 0) Mid span restraint may be specified by Kingspan Steel Building Solutions engineers in instances of high vertical spans or of high load. Their purpose is to restrain the studs from twisting. 4.1.6 Cladding Treatments & Boarding The performance of the SFS when subject to loads from cladding treatments is taken into account by Kingspan Steel Building Solutions engineers. Specialist cladding treatments may require different structural schemes based on the loading arrangements or system requirements of these systems. Unless otherwise instructed, Kingspan Steel Building Solutions engineers will assume that all loads are uniformly distributed across a given panel. 4.1.6.1 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. rd
4.1.7 2/3 Minimum Bearing rd As a general rule, the head and base tracks of any SFS frame must be supported by a minimum of 2/3 the width of the track by 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! Reference 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 Steel Building Solutions engineer prior to construction.
21
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 Residential 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 Steel Building Solutions technical team. 4.1.9 Curved Walling SFS can readily accommodate curved walling using a variety of construction details as outlined later in this document. It must be noted 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 Steel Building Solutions technical team.
22
4.1.10 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 RHS 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 by design.
Figure 5 - SHS Bracing
Figure 6 - Off-set bracing
Figure 7 - Twin system around bracing
For specific guidance, please contact Kingspan Steel Building Solutions. 4.1.11 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 by use of hot rolled restraint posts at regular centres with an SFS section spanning horizontally between them (as details 0 & 0), by use of buttressing walls or by use of diagonal propping/bracing back into the structure. 4.1.12 Ribbon Windows Ribbon 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 Solutions 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 Steel Building Solutions. 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 by others. 4.1.13 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 by 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 Steel Building Solutions technical team. Potential cold bridging issues will need to be assessed by the architect / design team.
23
4.1.14 Kingposts The KingPOST is a wind moment post designed and supplied by Kingspan Steel Building Solutions. 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
4.1.15 Oversail Cleats Kingspan Steel Building Solutions 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 by Kingspan Steel Building Solutions. The SFS oversail cleats are suitable for general studs and jamb studs, but bespoke cleats may be required for non-standard applications.
Cleat Ref; KWC9524
Cleat Ref; KWC14028
Cleat Ref; KWC14040
Cleat Ref;
Further details on Kingspan Oversail Cleats can be found on Kingspan Technical Application Document: Kingpost Installation (TAD 00058) and standard details.
24
5
OVERSAIL SFS
Figure 8 - Typical Oversail Bay
5.1
Design Principles
5.1.1 General Stud Design & Construction Studs are generally provided vertically at centres of 600mm, 400mm or 300mm. These centres are determined by 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 by 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 Steel Building Solutions. 5.1.2 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
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 by the design. If additional cuts are required in order to safely install the system, please contact Kingspan Steel Building Solutions prior to ordering the steel. 5.1.4 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 0. 5.1.5 Mid Span Restraint (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 Steel Building Solutions elevation drawings. The specification and setting out of these noggins will be given in Kingspan Steel Building Solutions drawings. 5.1.6 Cladding Treatments & Boarding (Detail E.01 & E.02) Please refer to guidance in section 4.1. 5.1.7 Service Holes Please refer to guidance in section 4.1. 5.1.8 Curved Walling Please refer to guidance in section 4.1. 5.1.9 Braced Bays Please refer to guidance in section 4.1. 5.1.10 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 referred to Kingspan Steel Building Solutions for specific guidance. 5.1.11 Ribbon Windows Please refer to guidance in section 4.1. 5.1.12 Brise Soleil Please refer to guidance in section 4.1. 5.1.13 Fixings The correct and adequate fixing of brackets to the primary structure must be specified by Kingspan Steel Building Solutions 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
6 6.1
STANDARD DETAILS ‘A’ Series – Basic Connections Rev.
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
ref
note
A
HEAD TRACK FIXED TO CONCRETE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS MINIMUM 32 BEARING ON STRUCTURE MUST BE OBSERVED. IF DIFFERENT CONTACT KPS
B
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
A
STANDARD DETAIL Steel Building Solutions
B
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING U HEAD TRACK TO CONCRETE CONNECTION - STRAIGHT 16.12.09 NTS A.01
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A
HEAD TRACK FIXED TO STEEL USING FIXINGS AS SPECIFIED ON KPS DRAWINGS MINIMUM 32 BEARING ON STRUCTURE MUST BE OBSERVED. IF DIFFERENT CONTACT KPS
B
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
A
STANDARD DETAIL Steel Building Solutions
B
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING U HEAD TRACK STEEL CONNECTION - STRAIGHT 16.12.09 NTS A.02
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A
BASE TRACK FIXED TO CONCRETE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS
B
MINIMUM 32 BEARING ON STRUCTURE MUST BE OBSERVED. IF DIFFERENT CONTACT KPS
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions
A
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
B
date scale detail ref
INFILL FRAMING U BASE TRACK TO CONCRETE CONNECTION - STRAIGHT 16.12.09 NTS A.03
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A
BASE TRACK FIXED TO STEEL USING FIXINGS AS SPECIFIED ON KPS DRAWINGS
B
MINIMUM 32 BEARING ON STRUCTURE MUST BE OBSERVED. IF DIFFERENT CONTACT KPS
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
A
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL B
Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING U BASE TRACK TO STEEL CONNECTION - STRAIGHT 16.12.09 NTS A.04
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
A
ref
note
A
HEAD TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS
B
1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 32 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT. REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
B
title:
date scale detail ref
INFILL FRAMING HEAD TRACK CONC - SLOTTED STUDS CONNECTION - CURVED - OPTION 1 drg by KPS 16.12.09 sheet A4 NTS rev A.05S SD05 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A
HEAD TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS WITH A MINIMUM OF 1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 32 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND CURVED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT. REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
A title:
date scale detail ref
R
INFILL FRAMING HEAD TRACK CONC. USING SLOTTED STUD CONNECTION - STRAIGHT - OPTION 2 drg by KPS 16.12.09 sheet A4 NTS rev A.06S SD04 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A
HEAD TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS
B
1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 23 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT.
A
REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
B
title:
date scale detail ref
INFILL FRAMING HEAD TRACK TO STEEL USING SLOTTED STUD CONNECTION - CURVED OPTION 1 drg by KPS 16.12.09 sheet A4 NTS rev A.07S SD04 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A
HEAD TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS WITH A MINIMUM OF 1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 32 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT.
A
REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING HEAD TRACK TO STEEL USING SLOTTED STUD CONNECTION - CURVED OPTION 2 drg by KPS 16.12.09 sheet A4 NTS rev A.08S SD04 KINGSPAN STEEL BUILDING SOLUTIONS
A.03 BASE TRACK TO CONCRETE CONNECTION - STRAIGHT ref
B
A.03 BASE TRACK TO CONCRETE CONNECTION - STRAIGHT
note
A
BASE TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS
B
1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 32 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
A date scale detail ref
INFILL FRAMING BASE TRACK TO CONCRETE CONNECTION - CURVED OPTION 1 drg by 16.12.09 sheet NTS rev A.09
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
A.04 BASE TRACK TO STEEL CONNECTION - STRAIGHT
A
A.04 BASE TRACK TO STEEL CONNECTION - STRAIGHT
ref
note
A
BASE TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS WITH A MINIMUM OF 1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 32 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING BASE TRACK TO CONCRETE CONNECTION - CURVED OPTION 2 drg by 16.12.09 sheet NTS rev A.10
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
A.05s HEAD TRACK TO CONCRETE CONNECTION - CURVED
B
A.05s HEAD TRACK TO CONCRETE CONNECTION - CURVED
ref
note
A
BASE TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS
B
1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM 32 BEARING ON STRUCTURE AT ALL TIMES TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL - CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
A date scale detail ref
INFILL FRAMING BASE TRACK TO STEEL CONNECTION - CURVED OPTION 1 drg by 16.12.09 sheet NTS rev A.11
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
A
A.06 HEAD TRACK TO CONCRETE CONNECTION - CURVED OPTION 2
ref
note
A
BASE TRACK FIXED TO STRUCTURE USING FIXINGS AS SPECIFIED ON KPS DRAWINGS WITH A MINIMUM OF 1 FIXING REQUIRED AT TRACK JOINTS 50mm FROM BOTH TRACK ENDS.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS MINIMUM TIMES
2
3
BEARING ON STRUCTURE AT ALL
TRACKS MUST NOT BE CUT AND FACETED ABOVE OPENINGS WITHOUT KPS APPROVAL CURVED LINTELS AND CILLS CANNOT BE FORMED WITHOUT ADDITIONAL RESTRAINT .
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING U HEAD TRACK TO CONCRETE CONNECTION - CURVED OPTION 2 drg by 16.12.09 sheet NTS rev A.12
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
STUD FIXED TO BASE TRACK USING 1no WAFER HEAD 5.5mm SELF DRILLING TEK SCREW THROUGH EACH TRACK FLANGE. IMPORTANT - FIXING EDGE DISTANCES WITHIN THE COLD ROLLED STEEL OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS FIXING MUST BE DRIVEN AT 90 DEGREES TO THE FACE OF THE TRACK FLANGE. MAXIMUM GAP FROM THE BOTTOM OF A STUD TO THE BASE TRACK WEB IS 10mm.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING STUD TO BASE TRACK CONNECTION 16.12.09 NTS A.13
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
DEFLECTION HEAD BRACKET FIXED INTO HEAD TRACK WITH 1no WAFER HEAD 5.5mm SELF DRILLING TEK SCREW THROUGH EACH TRACK FLANGE. DEFLECTION HEAD BRACKET FIXED FLUSH WITH THE UNDERSIDE OF THE HEAD TRACK FLANGE TO ALLOW FREE VERTICAL MOVEMENT OF THE STUD. ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS)
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
scale
INFILL FRAMING VERTICAL STUD TO HEAD TRACK USING DHBs - TYPE 1 HEAD CLIP drg by KPS 16.12.09 sheet A4 NTS
detail ref
A14
title:
date
rev
SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
FLAT STRAP BRACING FIXED INTO STUD FLANGES WITH 1no WAFER HEAD 5.5mm SELF DRILLING TEK SCREW THROUGH EACH STUD FLANGE. NOGGIN SECTIONS INSTALLED AS A TIGHT FIT BETWEEN EVERY 3rd SET OF STUDS AND AT EVERY END BAY USING 3no WAFER HEAD 5.5mm SELF DRILLING TEK SCREW THROUGH EACH NOGGIN FLANGE. NOGGIN LINE AT A MAXIMUM DIMENSION OF 400mm DOWN FROM TOP TRACK. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS)
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING VERTICAL STUD HEAD TRACK DEFLECTION TYPE 2 - BLOCK & BRACE drg by KPS 16.12.09 sheet A4 NTS rev A.15 SD03 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
NOGGIN SECTIONS INSTALLED AS A TIGHT FIT BETWEEN EVERY STUD WITH A MINIMUM OF 1 FIXING 50mm FROM THE END OF THE SECTIONS THROUGH THE HEAD TRACK INTO THE STRUCTURE BUT TO MATCH THE PROJECT SPECIFIC FIXING DETAILS. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS)
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING HEAD BLOCKING CONNECTION 16.12.09 NTS A.16
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
C SECTION VERTICAL STUDS JOINED THROUGH THE WEBS AT 300mm STAGGERED CENTRES USING 5.5mm SELF DRILLING TEK SCREWS. FIX BOTH STUDS THROUGH BASE TRACKS THROUGH BOTH FLANGES USING 1no 5.5mm SELF DRILLING TEK SCREW AS A.03. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL / OVERSAIL FRAMING VERTICAL STUD BACK TO BACK CONNECTION 16.12.09 NTS A.17
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
C SECTION VERTICAL STUD IS FIXED TO THE CONCRETE COLUMN USING FIXINGS AS DEFINED IN THE PROJECT SPECIFIC DRAWING LEGEND. MINIMUM OF 2no FIXINGS 50mm FROM HEAD AND BASE OF THE STUD AND AT 300mm VERTICALLY STAGGERED CENTRES. FIX BOTH STUDS THROUGH BASE TRACKS THROUGH BOTH FLANGES USING 1no 5.5mm SELF DRILLING TEK SCREW. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS. EDGE DISTANCES IN CONCRETE VARY. CONSULT PROJECT DETAILS.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions NOTE - THIS IS NOT REQUIRED AT ALL COLUMN LOCATIONS. PLEASE REFER TO KINGSPAN ELEVATION DRAWINGS AND DETAILS FOR LOCATIONS.
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING VERTICAL STUD TO CONC. COLUMN CONNECTION drg by KPS 16.12.09 sheet A4 NTS rev A.18 SD03 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
C SECTION VERTICAL STUD IS FIXED TO THE STEEL COLUMN USING FIXINGS AS DEFINED IN THE PROJECT SPECIFIC DRAWING LEGEND. MINIMUM OF 2no FIXINGS 50mm FROM HEAD AND BASE OF THE STUD AND AT 300mm VERTICALLY STAGGERED CENTRES. FIX BOTH STUDS THROUGH BASE TRACKS THROUGH BOTH FLANGES USING 1no 5.5mm SELF DRILLING TEK SCREW. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions NOTE - THIS IS NOT REQUIRED AT ALL COLUMN LOCATIONS. PLEASE REFER TO KINGSPAN ELEVATION DRAWINGS AND DETAILS FOR LOCATIONS.
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING VERTICAL STUD TO STEEL COLUMN CONNECTION drg by KPS 16.12.09 sheet A4 NTS rev A.19 SD03 KINGSPAN STEEL BUILDING SOLUTIONS
ref
N.B. PRIMARY STRUCTURAL ELEMENTS NOT SHOWN FOR CLARITY. NEVER LINTELS OR CILLS. CLIP A.14 VERTICAL STUD TO HEAD TRACK - SPLICE TYPE 1 HEAD
note
TRACKS MUST ABUT EACH OTHER. A FIXING TO BE PLACED AT EACH END OF EACH TRACK 50mm FROM CUT END. FIXING TYPE TO BE AS SPECIFICATION. NO STUD TO BE WITHIN 150mm OF A TRACK JOINT. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING TRACK JOINTS FIXING 16.12.09 NTS A.20
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
ref
A
note
THE SLOTTED STUD IS FIXED IN POSITION THROUGH THE HEAD TRACK USING 5.5 WAFER HEAD FIXINGS INTO BOTH FLANGES OF THE HEAD TRACK. DEFLECTION ZONE MUST BE KEPT CLEAR OF ALL FIXINGS AND NOT BE IMPEDED FROM MOVEMENT IN ANY WAY. THE FIXING SHOULD BE POSITIONED CENTRALLY AND THROUGH THE SLOTTED HOLE PROVIDED A
DEFLECTION GAP (TYPICALLY 25mm) TO BE MAINTAINED AT ALL TIMES.
B
FIXINGS TO BE MINIMUM 25mm LONG AND 5.5mm
IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
B
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
scale
INFILL FRAMING STUD TO HEAD TRACK CONNECTION SLOTTED drg by KPS 16.12.09 sheet A4 NTS
detail ref
A.21
title:
date
rev
SD03
KINGSPAN STEEL BUILDING SOLUTIONS
CAL STUD TO HEAD TRACK - TYPE 3 HEAD TRACK BLOCKING ref
A
note
FS3809 FLAT STRAP BRACING FIXED TO JAMB STUD 25mm BELOW HEAD TRACK USING MIN 4no. 5.5mm SELF DRILLING TEK SCREWS. FIX TO LINTEL TRACK FLANGE AT CRIPPLE STUD LOCATION USING MIN 4no. 5.5mm SELF DRILLING TEK SCREWS. ENSURE FLAT STRAP 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 WHERE FLAT STRAP BRACING IS EMPLOYED. A DEFLECTION GAP (TYPICALLY 25mm) TO BE MAINTAINED AT ALL TIMES. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING FLAT STRAP BRACING DETAIL 16.12.09 NTS A.22
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
ref
OCKING
note
VERTICAL STUD IS FIXED INTO 6mm PLATES - BY OTHERS (6mm PLATES TO BE WELDED FLUSH WITH HR STEELWORK) TO SPECIFICATION. MINIMUM REQUIREMENT - 50mm DEEP PLATE AT HEAD AND BASE OF STUD OR CRIPPLE STUD OVER WINDOW. C SECTION VERTICAL STUD IS FIXED TO THE STEEL COLUMN USING FIXINGS AS DEFINED IN THE PROJECT SPECIFIC DRAWING LEGEND. MINIMUM OF 2no FIXINGS 50mm FROM HEAD AND BASE OF THE STUD. FIX STUD THROUGH BASE TRACK FLANGES USING 1no 5.5mm SELF DRILLING TEK SCREW. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions NOTE - THIS IS NOT REQUIRED AT ALL COLUMN LOCATIONS. PLEASE REFER TO KINGSPAN ELEVATION DRAWINGS AND DETAILS FOR LOCATIONS.
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING VERTICAL STUD TO STEEL CLOUMN CONNECTION - WELDED PLATES drg by KPS 16.12.09 sheet A4 NTS rev A.23 SD03 KINGSPAN STEEL BUILDING SOLUTIONS
A.18 VERTICAL STUD TO CONCRETE COLUMN
ref
note
300mm SECTIONS OF 'C' STUD ARE PRE-ASSEMBLED INTO A CONTINUOUS SECTION OF 'U' TRACK WITH 5.5mm COLD ROLLED TEK SCREWS THROUGH THE FLANGES AT 100mm CTS. THE ASSEMBLY IS FIXED INTO THE WEB OF THE COLUMN USING PAIRS OF FIXINGS AT 300mm CTS. THE VERTICAL STUD IS THEN FIXED INTO THE 300mm SECTIONS OF STUD WITH PAIRS OF 5.5mm COLD ROLLED TEK SCREWS THROUGH THE WEBS AT 300mm CTS. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SECTION A-A SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions NOTE - THIS ISSTUD NOT REQUIRED AT ALL COLUMN WITH PACKING STUDS A.24 VERTICAL TO STEEL COLUMN LOCATIONS. PLEASE REFER TO KINGSPAN ELEVATION DRAWINGS AND DETAILS FOR LOCATIONS.
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
scale
INFILL FRAMING VERTICAL STUD TO STEEL COLUMNS CONNECTION - PACKING STUDS drg by KPS 16.12.09 sheet A4 NTS
detail ref
A.24
title:
date
rev
SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
A.25a A
B
FIXINGS REQUIRED AT 300mm crs.
HEAD TRACK FIXED TO SFS TRACK/ANGLES USING FIXINGS AS SPECIFIED ON KPS DRAWINGS ANGLE TO BE SPECIFIED PROJECT BY PROJECT.
IMPORTANT - FIXING EDGE DISTANCES MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS REFER TO DETAIL A01 AND A02 FOR BEARING DETAILS.
A
FIXINGS REQUIRED AT 300mm crs.
A.25b SFS TRACK FIXING TO PARAPET PFC
SD01 ref
A
SPECIFICATION revision
B
09.10.14
KPS
date
by
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
SFS ANGLE FIXING TO PARAPET PFC TO BE USED IF THE WIDTH OF THE PFC DOES NOT ALLOW FOR A SFS TRACK TO BE FIXED AT BOTH FLANGES HEAD TRACK TO FIX TO BOTH ANGLES.
title:
date scale detail ref
INFILL FRAMING HEAD TRACK FIXINGS AT PFC PARAPETS 09.10.14 NTS A25
drg by sheet rev
KSBS A4 SD01
KINGSPAN STEEL BUILDING SOLUTIONS
6.2
‘B’ Series – Construction Details Rev.
B.01
Mid Span Restraint – Midspan Restraint
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
ref
note
FLAT STRAP BRACING FIXED INTO STUD FLANGES WITH 1no WAFER HEAD 5.5mm SELF DRILLING TEK SCREW THROUGH EACH STUD FLANGE. NOGGIN 'C' SECTIONS INSTALLED AS A TIGHT FIT BETWEEN EVERY 3rd SET OF STUDS USING 3no WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS THROUGH EACH NOGGIN FLANGE. JOINTS IN STRAP TO ABUT ON THE CENTERLINE OF STUDS. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale
B.01 MID SPAN RESTRAINT - BLOCK AND BRACE NOGGIN
detail ref
INFILL / OVERSAIL FRAMING MIDSPAN RESTRAINT 16.12.09 NTS B.01
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
notes
HEAD TRACK ENDS MUST HAVE A FIXING NO MORE THAN 50mm FROM THE CUT END AS INDICATED ON THE SPECIFICATION. STUDS MUST BE NO CLOSER THAN 150mm FROM THE CUT IN THE HEAD TRACK. IF THIS IS NOT POSSIBLE, USE DETAIL B.03 IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS) REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING PENETRATION THROUGH HEAD TRACK INTER STUD - SLOTTED drg by KPS 16.12.09 sheet A4 NTS rev B.02S SD03 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
VERTICAL STUD ON THE (TYPICAL) 600mm GRID MAY BE CUT SHORT AND A CONVENTIONAL CILL FORMED BELOW SERVICE PENETRATION BETWEEN ADDITIONAL 150mm LONG CRIPPLE STUDS EITHER SIDE OF THE GRID STUD. SEE DETAIL C.01 IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS) NOTE: DEPENDING ON THE BOARD FIXING REQUIREMENTS, THE 150mm LONG CRIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPORT THE BOARDING. SEEK GUIDANCE FROM THE BOARD INSTALLER OR THE PROJECT DESIGN TEAM FOR ANY SPECIFIC REQUIREMENTS. REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING PENETRATION THROUGH HEAD TRACK ON STUD - SLOTTED drg by KPS 16.12.09 sheet A4 NTS rev B.03S SD04 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
NON STANDARD ANGLE - PROJECT SPECIFIC DESIGN. PLEASE CONSULT KINGSPAN FOR SPECIFICATION. FIXED TO CILL TRACK AS PER FIXING SPECIFICATION GIVEN IN THE PROJECT DETAIL DRAWING LEGEND.
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL / OVERSAIL FRAMING WINDOW SUPPORT CILL ANGLE CONNECTION 16.12.09 NTS B.04
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
RD ANGLE (REFER OR SPECIFICATION)
CATION GIVEN IN
ref
note
NON STANDARD PLATE - PROJECT SPECIFIC DESIGN. PLEASE CONSULT KINGSPAN FOR SPECIFICATION. FIXED TO CILL TRACK AS PER FIXING SPECIFICATION GIVEN IN THE PROJECT DETAIL DRAWING LEGEND.
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL / OVERSAIL FRAMING WINDOW SUPPORT CILL PLATE 16.12.09 NTS B.05
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
'Z' BAR Z40404016 TO BE FITTED TO PRIMARY STRUCTURE USING FIXING SPECIFICATION GIVEN IN THE LEGEND. HEAD TRACK TO BE FIXED TO 'Z' BAR USING A MIMUMUM OF 2 FIXINGS TO THE SPECIFICATION. 'Z' BARS TO BE PLACED AT HORIZONTAL CENTRES AS INDICATED ON THE ELEVATION. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS) ADDITIONAL ZED BARS REQUIRED AT TRACK ENDS AND JAMB STUD LOCATIONS. REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
25.07.13
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
INFILL FRAMING HEAD TRACK SUPPORT ZED BAR - SLOTTED STUDS 16.12.09 NTS B.06S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
MID SPAN RESTRAINT - BLOCK AND BRACE NOGGIN ref
note
WHERE 2/3 BEARING IS NOT ACHIEVED WHEN FIXING TO CONCRETE NON STANDARD ANGLE REQUIRED. FIXING SPECIFICATION GIVEN IN THE LEGEND IS A STRUCTURAL MINIMUM AND MUST BE OBSERVED IN ALL INSTANCES - IF IN DOUBT REFER TO KINGSPAN. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATA SHEETS FIXING EDGE DISTANCES IN CONCRETE SHOULD BE IN ACCORDANCE WITH KINGSPAN DETAILS AND MANUFACTURER DATA SHEETS.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
TRACK SUPPORT EDGE DETAIL CONNECTION 16.12.09 NTS B.07
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
VERTICAL STUD ON THE (TYPICAL) 600mm GRID MAY BE CUT SHORT AND A CONVENTIONAL CILL FORMED BELOW SCAFFOLDING PENETRATION BETWEEN ADDITIONAL 150mm LONG CRIPPLE STUDS EITHER SIDE OF THE GRID STUD. SEE DETAIL C.01 IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS) REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
N.B. TRACKS MUST NOT BE CUT AT JAMB STUD LOCATIONS.
title:
date scale detail ref
SCAFFOLD PENETRATION THROUGH HEAD TRACK - ON STUD 16.12.09 NTS B.08
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
HEAD TRACK ENDS MUST HAVE A FIXING NO MORE THAN 50mm FROM THE CUT END AS INDICATED ON THE SPECIFICATION. STUDS MUST BE NO CLOSER THAN 150mm FROM THE CUT IN THE HEAD TRACK. IF THIS IS NOT POSSIBLE, USE DETAIL B.08 IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS) REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
N.B. TRACKS MUST NOT BE CUT AT JAMB STUD LOCATIONS.
title:
date scale detail ref
SCAFFOLDING PENETRATION THROUGH HEAD TRACK - BETWEEN STUDS 16.12.09 NTS B.09
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
SCAFFOLDING BARS MUST NOT CLASH WITH SFS JAMB STUD POSITIONS WITHOUT KPS ASSESSMENT. SCAFFOLDING CAN ONLY BE MOVED BY A SUITABLY QUALIFIED PERSON. THE TRACK MUST NOT BE CUT WITHIN 300mm OF THE JAMB STUD. ENSURE FIXINGS ARE INSTALLED WITHIN 50mm OF THE EDGES OF THE CUT TRACK (TO DRAWING SPECIFICATION). REFER TO DETAIL A.21 FOR SLOTTED STUD DETAILS
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
SCAFFOLD PENETRATION THROUGH HEAD TRACK AT JAMB 16.12.09 NTS B.10
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
6.3
‘C’ Series – Opening Construction Rev.
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 Reinforcement at Jamb Stud Position
SD02
C.17
Head Track Reinforcement at Jamb Stud Position
SD02
C.18
Hot rolled restraint post – Lintel Connection
SD02
C.18a Kingpost - Lintel Connection C.19
Hot rolled restraint post – Cill Connection
C.19a Kingpost - Cill Connection
SD01 SD02 SD01
These details are shown on the following pages
64
ref
note
Min. 150mm LONG END CRIPPLE STUD FIXED TO JAMB STUD USING A MINIMUM 4 no. WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS. CILL TRACK CONNECTION MADE USING 1 FIXING INTO BOTH FLANGES OF THE CILL TRACK ON THE INTERSECTION OF CENTRE LINE OF BOTH THE TRACK AND THE STUD. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS NOTE: DEPENDING ON THE BOARD FIXING REQUIREMENTS, THE 150mm LONG CRIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPORT THE BOARDING. SEEK GUIDANCE FROM THE BOARD INSTALLER OR THE PROJECT DESIGN TEAM FOR ANY SPECIFIC REQUIREMENTS.
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
NOTES:
ALL CILL SECTIONS ARE TO BE FULL LENGTH AND MUST NOT BE SPLICED SLOTTED STUDS ARE NOT TO BE USED TO UNDERSIDE OF CILL.
date scale detail ref
CILL CONSTRUCTION SINGLE TRACK 16.12.09 NTS C.01
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
FIX LOWER CILL TRACK AND CRIPPLE STUDS AS DETAIL C.01 A
A B
50x50x2mm CLEAT TO BE INSTALLED AT CILL / LINTEL LEVEL OF ALL NESTED CILL AND LINTEL MEMBERS WITH A MINIMUM OF 2 WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS PER CLEAT LEG STUD SECTION FITTED WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS AT 300mm STAGGERED CENTRES THROUGH THE WEB TO LOWER CILL TRACK. NESTED CILL TRACK FIXED TO THE STUD BELOW WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS @ 300mm CENTRES THROUGH BOTH FLANGES
B
C
C
NOTE: DEPENDING ON THE BOARD FIXING REQUIREMENTS, THE 150mm LONG CRIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPORT THE BOARDING. SEEK GUIDANCE FROM THE BOARD INSTALLER OR THE PROJECT DESIGN TEAM FOR ANY SPECIFIC REQUIREMENTS.
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
NOTES:
ALL CILL SECTIONS ARE TO BE FULL LENGTH AND MUST NOT BE SPLICED SLOTTED STUDS ARE NOT TO BE USED TO UNDERSIDE OF CILL.
date scale detail ref
CILL CONSTRUCTION SINGLE STUD, DOUBLE TRACK 16.12.09 NTS C.02
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
STUD SECTION NESTED INTO THE BASE TRACK AND FIXED WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS @ 300mm CENTRES THROUGH BOTH FLANGES
15mm MIN 20mm MIN
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
Note: TRACK MUST BE FIXED DOWN TO SUBSTRATE PRIOR TO INSTALLING STUD INSERT. SEE PROJECT SPECIFIC KINGSPAN DRAWINGS FOR FIXING SPECIFICATIONS
date scale detail ref
CILL CONSTRUCTION DOOR THRESHOLD 16.12.09 NTS C.03
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
MIN 150MM LONG CRIPPLE STUD FIXED TO JAMB STUD USING A MINIMUM 4 WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS. LINTEL TRACK CONNECTION MADE USING 2 FIXINGS INTO BOTH FLANGES OF THE LINTEL TRACK ON THE INTERSECTION OF CENTRE LINE OF BOTH THE TRACK AND THE STUD.1No FIXINGS REQUIRED FOR ALL INTERMEDIATE CRIPPLE STUDS. IMPORTANT - FIXING EDGE DISTANCES WITHIN SFS SECTIONS OF 3 x DIAMETER OF THE FIXING MUST BE OBSERVED AT ALL TIMES - REFER TO SPECIFIC DRAWING NOTES AND FIXING DATASHEETS ENSURE A DEFLECTION GAP IS LEFT ABOVE THE STUD (TYPICALLY 25mm BUT CHECK PROJECT SPECIFIC DETAILS) NOTE: DEPENDING ON THE BOARD FIXING REQUIREMENTS, THE 150mm LONG CRIPPLE STUD MAY NEED TO BE LENGTHENED TO SUPPORT THE BOARDING. SEEK GUIDANCE FROM THE BOARD INSTALLER OR THE PROJECT DESIGN TEAM FOR ANY SPECIFIC REQUIREMENTS. SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date
NOTE: ALL CILL SECTIONS ARE TO BE FULL LENGTH AND MUST NOT BE SPLICED
scale detail ref
LINTEL CONSTRUCTION SINGLE TRACK - SLOTTED STUDS OVER 600mm drg by 16.12.09 sheet NTS rev C.04S
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
FIX UPPER CRIPPLE STUDS AND LINTEL TRACK AS PER STANDARD DETAIL C04s
A
A
50x50x2mm CLEAT TO BE INSTALLED AT CILL / LINTEL LEVEL OF ALL NESTED CILL AND LINTEL MEMBERS WITH A MINIMUM OF 2 WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS PER CLEAT LEG
B
STUD SECTION (TO DESIGN) FITTED WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS AT 300mm STAGGERED CENTRES THROUGH THE WEB TO UPPER LINTEL TRACK.
C
NESTED LINTEL TRACK FIXED TO THE STUD ABOVE WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS @ 300mm CENTRES THROUGH BOTH FLANGES
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01
C
ref
revision
STANDARD DETAIL Steel Building Solutions B
title:
date scale
NOTE: ALL CILL SECTIONS ARE TO BE FULL LENGTH AND MUST NOT BE SPLICED
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
detail ref
LINTEL CONSTRUCTION - SLOTTED SINGLE STUD OVER 600mm ON DOUBLE TRACK 16.12.09 NTS C.05S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
FIX UPPER CRIPPLE STUDS AND LINTEL TRACK AS PER STANDARD DETAIL C04s A
TRACK SECTION FITTED BACK TO BACK WITH UPPER LINTEL TRACK USING 5.5mm WAFER HEAD SELF DRILLING TEK SCREWS @ 300mm STAGGERED CENTRES
B
2 NO. STUD SECTIONS FITTED WITH VERTICAL WEBS INTO TRACK SECTION WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS AT 300mm CENTRES THROUGH BOTH FLANGES
C
LOWER LINTEL TRACK SECTION FITTED TO WEBS OF STUD SECTIONS AS PER POINT B.
ENSURE THAT THE LOWER LINTEL TRACK IS CLEATED TO BOTH JAMB STUDS USING 50x50x2mm CLEATS AND 2no WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS THROUGH BOTH ANGLE LEGS
A
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01
B
ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
C
date scale
NOTE: ALL CILL SECTIONS ARE TO BE FULL LENGTH AND MUST NOT BE SPLICED
detail ref
LINTEL CONSTRUCTION - SLOTTED STUD DOUBLE STUDS OVER 600mm TRIPLE TRACK drg by KPS 16.12.09 sheet A4 NTS rev C.06S SD05 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
FIX UPPER CRIPPLE STUDS AND LINTEL TRACK AS PER STANDARD DETAIL C04s A TRACK SECTION FITTED BACK TO BACK WITH UPPER LINTEL TRACK USING 5.5mm WAFER HEAD SELF DRILLING TEK SCREWS @ 300mm STAGGERED CENTRES B 1 NO. STUD SECTION & 1 NO. TRACK SECTION NESTED & FITTED WITH VERTICAL WEBS INTO TRACK SECTION WITH WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS AT 300mm CENTRES THROUGH BOTH FLANGES C LOWER LINTEL TRACK SECTION FITTED TO WEBS OF NESTED STUD SECTIONS AS PER POINT B.
A
ENSURE THAT THE LOWER LINTEL TRACK IS CLEATED TO BOTH JAMB STUDS USING 50x50x2mm CLEATS AND 2no WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS THROUGH BOTH ANGLE LEGS
B
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL C
Steel Building Solutions
C.07s LINTEL CONSTRUCTION - QUADRUPLE TRACK & SINGLE STUD
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale
NOTE: ALL CILL SECTIONS ARE TO BE FULL LENGTH AND MUST NOT BE SPLICED
detail ref
LINTEL CONSTRUCTION SINGLE STUD, QUADRUPLE TRACK 16.12.09 NTS C.07S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
C.02 CILL CONSTRUCTION - DOUBLE TRACK & SINGLE STUD
note
HORIZONTAL STUD SECTION USED TO FORM LINTEL
TO KINGSPAN SPECIFICATION. C.03 CILL CONSTRUCTION - PATIO D ENSURE THAT THE LINTEL STUD IS CLEATED TO BOTH JAMB STUDS USING 50x50x2mm CLEATS AND 2no WAFER HEAD 5.5mm SELF DRILLING TEK SCREWS THROUGH BOTH ANGLE LEGS.
HEAD TRACK
NO FIXINGS REQUIRED TO TRACK & HORIZONTAL STUD TO ALLOW DEFLECTION
INDICATES WINDOW TO ACCOMMODATE DEFLECTION WHERE 25mm DEFLECTION IS UNACHIEVABLE
JAMB STUD (DETAIL HANDED AT OPPOSITE JAMB) SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
LINTEL CONSTRUCTION BEAM LINTEL 16.12.09 NTS C.08
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
SINGLE 'C' SECTION JAMB STUD FIXED TO BASE TRACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. METHOD OF RESTRAINT AT HEAD VARIES DEPENDING ON BLOCKING TYPE (TYPE 4 SLOTTED STUD SHOWN HERE). ENSURE FIXINGS FOR BOTH HEAD AND BASE TRACK ARE WITHIN 50mm OF THE POSITION OF THE JAMB STUD. REFER TO LEGEND FOR SPECIFIC FIXING SPECIFICATIONS.
SECTION A-A
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
JAMB CONSTRUCTION SINGLE JAMB (SLOTTED) 16.12.09 NTS C.09S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
SINGLE 'C' SECTION JAMB STUD FIXED TO BASE TRACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. REFER TO LEGEND FOR SPECIFIC FIXING SPECIFICATIONS FOR CONNECTIONS TO STRUCTURE. SLEEVING 'U' SECTION FIXED TO 'C' SECTION AT 300mm CTS ON BOTH LEGS OF 'U' SECTION AND AT 50mm FROM EACH END. 40mm MINIMUM DISTANCE BETWEEN HEAD TRACK AND SLEEVE TRACK REQUIRED FOR DEFLECTION. REFER TO THE SPECIFICATION FOR SECTION DETAILS.
SECTION A-A
MB CONSTRUCTION - SINGLE STUD & SINGLE TRACK
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
JAMB CONSTRUCTION SINGLE SLOTTED STUD & SINGLE TRACK 16.12.09 NTS C.10S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
DOUBLE 'C' SECTION JAMB STUD FIXED TO BASE TRACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. REFER TO LEGEND FOR SPECIFIC FIXING SPECIFICATIONS FOR CONNECTIONS TO STRUCTURE. TRACK SECTIONS FIXED TO JAMB STUD THROUGH WEBS USING FIXINGS AT 300mm STAGGERED CTS & AT 50mm FROM EACH END. SLEEVING 'U' SECTION FIXED TO 'C' SECTION AT 300mm CTS ON BOTH LEGS OF 'U' SECTION AND AT 50mm FROM EACH END. 40mm MINIMUM DISTANCE BETWEEN HEAD TRACK AND SLEEVE TRACK REQUIRED FOR DEFLECTION. REFER TO THE SPECIFICATION FOR SECTION DETAILS.
SECTION A-A
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
JAMB CONSTRUCTION DOUBLE SLOTTED STUD & SINGLE TRACK 16.12.09 NTS C.11S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
DOUBLE 'C' SECTION JAMB STUD FIXED TO BASE TRACK USING A MINIMUM OF ONE FIXING EACH SIDE OF THE JAMB. REFER TO LEGEND FOR SPECIFIC FIXING SPECIFICATIONS FOR CONNECTIONS TO STRUCTURE. TRACK SECTIONS FIXED TO JAMB STUD THROUGH WEBS USING FIXINGS AT 300mm STAGGERED CTS & AT 50mm FROM EACH END. SLEEVING 'U' SECTION FIXED TO 'C' SECTION AT 300mm CTS ON BOTH LEGS OF 'U' SECTION AND AT 50mm FROM EACH END. 40mm MINIMUM DISTANCE BETWEEN HEAD TRACK AND SLEEVE TRACK REQUIRED FOR DEFLECTION. REFER TO THE SPECIFICATION FOR SECTION DETAILS.
SECTION A-A
SD04
REVIEW/UPDATE
23.10.12
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
JAMB CONSTRUCTION DOUBLE SLOTTED STUD & DOUBLE TRACK 16.12.09 NTS C.12S
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL HIGH LOAD CLEATS ARE TO BE FIXED TO THE PRIMARY STRUCTURE IN ACCORDANCE WITH THE SPECIFIC FIXING SPECIFICATION SET OUT BY KINGSPAN. THE WEB OF THE JAMB STUD MUST BE FIXED THROUGH TO THE CLEAT TYPES: COARSE THREAD TEK SCREWS THROUGH CENTERLINE OF SLOTTED HOLES
TRACK REMOVED FOR CLARITY. FIX FLANGE OF TRACK AS OPPOSITE
B13510560 USE: 2no GRADE 8.8 BOLT SETS c/w LOCKING NUTS & WASHERS. ENSURE BOLTED CONNECTION IS NOT OVER-TIGHTENED AND IS FREE TO MOVE. BOLTS MUST BE SET ON CENTERLINE OF THE CLEAT SLOT.
CLEAT TYPE: KHC9524A FIXING TO STEEL MEMBER
TRACK REMOVED FOR CLARITY. FIX FLANGE OF TRACK AS OPPOSITE
CLEAT MUST BE SET AS FAR FROM THE SLAB EDGE AS IS POSSIBLE TO IMPROVE EDGE DISTANCES FOR FIXINGS.
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
NEW CLEATS ADDED
26.06.13
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL
CLEAT TYPE: B13510560
Steel Building Solutions
(AS REQUIRED BY DESIGN)
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
TRACK REMOVED FOR CLARITY. FIX FLANGE OF TRACK AS OPPOSITE
CLEAT TYPE: KHC9528B FIXING TO CONCRETE MEMBER
date scale detail ref
C.13 HIGH LOAD CONNECTION - HEAVY DUTY CLEAT - HEAD
HIGH LOAD CLEAT AT HEAD CONNECTION DETAIL 16.12.09 NTS C.13
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
C.14 HIGH LOAD CONNECTION - HEAV
ref
note
ALL HIGH LOAD CLEATS ARE TO BE FIXED TO THE PRIMARY STRUCTURE IN ACCORDANCE WITH THE SPECIFIC FIXING SPECIFICATION SET OUT BY KINGSPAN. CLEAT MUST BE SET AS FAR FROM THE SLAB EDGE AS POSSIBLE TO IMPROVE EDGE DISTANCES FOR FIXINGS.
COARSE THREAD TEK SCREWS THROUGH CENTERLINE OF SLOTTED HOLES B15310560 USE: THREAD LOW PROFILE TEK SCREWS
CLEAT TYPE KHC9524A
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
NEW CLEATS ADDED
26.06.13
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
CLEAT TYPE: B13510560
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
CLEAT TYPE: KHC9528B
date scale detail ref
C.14 HIGH LOAD CONNECTION - HEAVY DUTY CLEAT - BASE
HIGH LOAD CLEAT AT BASE DETAIL
16.12.09 NTS C.14
drg by sheet rev
KPS A4 SD05
C.15 HIGH LOAD CONNECTION - HEAVY KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL HIGH LOAD CLEATS ARE TO BE FIXED TO THE PRIMARY STRUCTURE IN ACCORDANCE WITH THE SPECIFIC FIXING SPECIFICATION SET OUT BY KINGSPAN. FIXING CLEAT TO STUDS: COARSE THREAD TEK SCREWS THROUGH CENTERLINE OF SLOTTED HOLES B13510560 USE: 2no GRADE 8.8 BOLT SETS c/w LOCKING NUTS & WASHERS. ENSURE BOLTED CONNECTION IS NOT OVER-TIGHTENED AND IS FREE TO MOVE. BOLTS MUST BE SET ON CENTERLINE OF THE CLEAT SLOT. 2 No ZED BARS POSITIONED DIRECTLY ABOVE THE HIGH LOAD CLEAT AND THE CLEAT IS FIXED TO THE ZEDS (THROUGH THE HEAD TRACK) USING 4 No 5.5mm, 25mm LENGTH FINE THREADED TEKS.
SD05
REVIEW/UPDATE
19.09.14
KPS
SD04
AMENDED TO SUIT FIXING
06.08.13
SBS
SD03
NEW CLEATS ADDED
26.06.13
KPS
SD02
REVIEW/UPDATE
01.05.12
KPS
STANDARD DETAIL
01.04.11
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions CLEAT TYPE KHC9524A
CLEAT TYPE: B13510560
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
HIGH LOAD CLEAT AT HEAD WITH ZED BAR CONNECTION 01.04.11 NTS C.15
drg by sheet rev
KPS A4 SD05
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
300mm LONG SECTION OF 1.2mm GAUGE TRACK IS FITTED TO OPEN FACE OF JAMB STUD USING 3no 5.5mm COLD ROLLED TEKS THROUGH EACH FLANGE (ONLY REQUIRED IF JAMB STUD NOT NESTED). 40mm GAP TO BE LEFT AT TOP OF TRACK. 400mm SECTION OF SLOTTED STUD FIXED TO BACK OF TRACK SECTION USING 4no 5.5mm COLD ROLLED TEKS THROUGH WEB. 25mm LONG 5.5mm COLD ROLLED TEKS USED TO FIX THROUGH HEAD TRACK INTO SLOTTED STUD (AS DETAIL A.21)
SD02 SP01 ref
REVIEW/UPDATE
01.05.12
KPS
STANDARD DETAIL
01.04.11
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
HEAD TRACK REINFORCEMENT AT JAMB STUD POSITION 01.04.11 NTS C.16
drg by sheet rev
AT A4 SD02
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
300mm LONG SECTION OF 1.2mm GAUGE TRACK IS FITTED TO OPEN FACE OF JAMB STUD USING 3no 5.5mm COLD ROLLED TEKS THROUGH EACH FLANGE (ONLY REQUIRED IF JAMB STUD NOT NESTED). 350mm SECTION OF STUD FIXED TO BACK OF TRACK SECTION USING 4no 5.5mm COLD ROLLED TEKS THROUGH WEB. 25mm LONG 5.5mm COLD ROLLED TEKS USED TO FIX THROUGH BASE TRACK INTO STUD (AS DETAIL A.14)
SD02 SP01 ref
REVIEW/UPDATE
01.05.12
KPS
STANDARD DETAIL
01.04.11
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
BASE TRACK REINFORCEMENT AT JAMB STUD POSITION 01.04.11 NTS C.17
drg by sheet rev
KPS A4 SD02
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
RESTRAINT POST DESIGNED AND SUPPLIED BY OTHERS. POST TO BE OF SUITABLE DEPTH AND LENGTH TO FIT WITHIN ZONE OF SFS AND ALLOW TOLERANCE ON INSTALLATION. POST TO OFFER CLOSED FACES TO AFFIX CRIPPLE STUDS. 300mm LENGTH CRIPPLE STUDS FIXED TO SIDES OF POST USING 4no 5.5mm HOT ROLLED TEKS OR BALLISTIC NAILS. LINTEL TRACK FIXED TO CRIPPLE STUDS USING 2no 5.5mm COLD ROLLED TEKS THROUGH EACH FLANGE. WINDOW SYSTEM BELOW TO ACCOMMODATE LIVE LOAD DEFLECTION OF THE PRIMARY STRUCTURE.
SD02 SP01 ref
REVIEW/UPDATE
01.05.12
KPS
STANDARD DETAIL
01.04.11
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
RESTRAINT POST - LINTEL CONNECTION
01.04.11 NTS C.18
drg by sheet rev
KPS A4 SD02
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
WIND MOMENT POST DESIGNED AND SUPPLIED BY KINGSPAN STEEL BUILDING SOLUTIONS. EACH CRIPPLE STUD FIXED TO SIDES OF POST (80x40x5 HYBOX RHS) USING 6no 5.5mm ITW SPIT TL32 TEKS OR EQUIVALENT AS INDICATED. SCREWS TO OPPOSITE FACE TO BE RAISED 10MM TO AVOID CLASHING. CRIPPLE STUDS 2mm MIN GAUGE.
2mm STUDS FIXED TO EACH SIDE OF POST
LINTEL TRACK FIXED TO CRIPPLE STUDS USING 1no 5.5mm COLD ROLLED TEK THROUGH EACH FLANGE. USE 4No ITW BUILDEX TAPCON II ANCHORS TO CONCRETE THROUGH HATCH HIGHLIGHTED HOLES ONLY. FIXINGS TO PRIMARY STEEL THROUGH CROSS-HATCH HIGHLIGHTED HOLES USING 4 No M12 BOLTS. LINTEL TRACK, IF REQUIRED, TO BE SPLICED AT POST POSITION ONLY. IF SPLICED USE FS10012 FLAT STRAP (200MM LONG) FIXED WITH 2No 5.5mm TEKS TO EACH TRACK
STRAP REQUIRED IF SPLICING AT POST POSITION ONLY
SD01 ref
KSBS
date
by
90
Steel Building Solutions
R65
STEEL FIXING LOCATIONS
19.09.14
STANDARD DETAIL
130
CONCRETE FIXING LOCATIONS
80x40x5 S355 J0H HYBOX RHS
STANDARD DETAIL revision
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
20
KINGPOST - LINTEL CONNECTION
20 date scale detail ref
27.03.14 NTS C.18A
drg by sheet rev
KSBS A4 SD01
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
RESTRAINT POST DESIGNED AND SUPPLIED BY OTHERS. POST TO BE OF SUITABLE DEPTH AND LENGTH TO FIT WITHIN ZONE OF SFS AND ALLOW TOLERANCE ON INSTALLATION. POST TO OFFER CLOSED FACES TO AFFIX CRIPPLE STUDS. CRIPPLE STUDS FIXED TO SIDES OF POST USING 4no 5.5mm HOT ROLLED TEKS OR BALLISTIC NAILS. CILL TRACK FIXED TO CRIPPLE STUDS USING 1no 5.5mm COLD ROLLED TEK THROUGH EACH FLANGE.
SD02 SP01 ref
REVIEW/UPDATE
01.05.12
KPS
STANDARD DETAIL
01.04.11
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
RESTRAINT POST - CILL CONNECTION
01.04.11 NTS C.19
drg by sheet rev
KPS A4 SD02
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
WIND MOMENT POST DESIGNED AND SUPPLIED BY KINGSPAN STEEL BUILDING SOLUTIONS.
STRAP REQUIRED IF SPLICING AT POST POSITION ONLY
2mm STUDS FIXED TO EACH SIDE OF POST
EACH CRIPPLE STUD FIXED TO SIDES OF POST (80x40x5 HYBOX RHS) USING 6no 5.5mm ITW SPIT TL32 TEKS OR EQUIVALENT AS INDICATED. SCREWS TO OPPOSITE FACE TO BE RAISED 10MM TO AVOID CLASHING. CRIPPLE STUDS 2mm MIN GAUGE. CILL TRACK FIXED TO CRIPPLE STUDS USING 1no 5.5mm COLD ROLLED TEK THROUGH EACH FLANGE. USE 4No ITW BUILDEX TAPCON II ANCHORS TO CONCRETE THROUGH HATCH HIGHLIGHTED HOLES ONLY. FIXINGS TO PRIMARY STEEL THROUGH CROSS-HATCH HIGHLIGHTED HOLES USING 4 No M12 BOLTS. CILL TRACK, IF REQUIRED, TO BE SPLICED AT POST POSITION ONLY. IF SPLICED USE FS10012 FLAT STRAP (200MM LONG) FIXED WITH 2No 5.5mm TEKS TO EACH TRACK
20
20
SD01 ref
KSBS
date
by
Steel Building Solutions
R65 90
STEEL FIXING LOCATIONS
19.09.14
STANDARD DETAIL
80x40x5 S355 J0H HYBOX RHS
130
CONCRETE FIXING LOCATIONS
STANDARD DETAIL revision
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
KINGPOST - CILL CONNECTION
27.03.14 NTS C.19A
drg by sheet rev
KSBS A4 SD01
KINGSPAN STEEL BUILDING SOLUTIONS
.
6.4
‘D’ Series – Oversail Details Rev.
D.01
Bracket Support – Dead Load (Concrete)
D.01s Bracket Support – Dead Load (HRS) D.02
Bracket Support – Restraint Load (Concrete)
D.02s Bracket Support – Restraint Load (HRS) D.03
Bracket Support – Dead & Restraint Load (Concrete)
D.03s Bracket Support – Dead & Restraint Load (HRS)
SD04 SD03 SD04 SD02 SD04 SD02
D.04
Base Track Support – Deadload Detail
SD03
D.05
Angle Support – Restraint Load
SD03
D.06
Panel Joint – Stud Splice Detail
SD04
D.06s Panel Joint – Stud Splice Detail (HRS Option)
SD02
D.07
SD04
Panel to Panel Track Detail
D.07s Panel Joint – Panel to Panel Track Detail
SD02
D.08
SD01
Kingspan Oversail Cleats
These details are shown on the following pages.
87
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD04
REVIEW/UPDATE
19.09.14
KPS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING BRACKET SUPPORT - DEADLOAD 16.12.09 NTS D.01
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD03
REVIEW/UPDATE
19.09.14
KPS
SD02
KINGSPAN STANDARD CLEATS ADDED
18/09/2014
KSBS
FIRST ISSUE
01.05.12
KPS
date
by
SD01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING BRACKET SUPPORT - DEADLOAD (HRS OPTION) drg by 01.05.12 sheet NTS rev D.01S
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD04
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING BRACKET SUPPORT - RESTRAINT LOAD 16.12.09 NTS D.02
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET.
ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD02 SD01 ref
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
FIRST ISSUE
01.05.12
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING BRACKET SUPPORT - RESTRAINT LOAD (HRS OPTION) drg by KPS 01.05.12 sheet A4 NTS rev D.02S SD02 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET.
ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD04
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING BRACKET SUPPORT RESTRAINT & DEAD LOAD 16.12.09 NTS D.03
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD02 SD01 ref
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
FIRST ISSUE
01.05.12
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING BRACKET SUPPORT RESTRAINT & DEAD LOAD (HRS OPTION) drg by KPS 01.05.12 sheet A4 NTS rev D.03S SD02 KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. 'U' TRACK IS FIXED TO SUPPORT ANGLE IN ACCORDANCE WITH A.04. VERTICAL 'C' SECTIONS ARE PLACED IN ACCORDANCE WITH THE SPECIFICATION AND DETAIL A.13.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
D.04 BRACKET SUPPORT - DEAD LOAD DETAIL
date scale detail ref
BASE TRACK SUPPORT ANGLE DEADLOAD 16.12.09 NTS D.04
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOmmENDATIONS.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING ANGLE SUPPORT RESTRAINT LOAD 16.12.09 NTS D.05
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. 2mm GAUGE 'U' SECTION TRACK MINIMUM 600mm IN LENGTH FIXED ON CENTRELINE OF JOINT (300mm EACH SIDE OF JOINT LINE) WITH FIXINGS AS SPECIFIED BY KINGSPAN. DETAIL MAY NOT BE USED WITHOUT SPECIFIC REFERENCE TO KINGSPAN.
ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD04
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING PANEL JOINT - STUD SPLICE 16.12.09 NTS D.06
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET.
ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD02 SD01 ref
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
FIRST ISSUE
01.05.12
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING PANEL JOINT - STUD SPLICE (HRS OPTION) 01.05.12 NTS D.06S
drg by sheet rev
KPS A4 SD02
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. 'U' SECTION TRACK USED TO CAP LOWER PANEL AND FIXED IN ACCORDANCE WITH A.13. UPPER 'U' SECTION FIXED DOWN THROUGH WEB INTO LOWER TRACK WITH FIXINGS AT 300mm STAGGERED CTS. STUDS ABOVE FIXED IN ACCORDANCE WITH A.13.
ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD04
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING PANEL JOINT PANEL TO PANEL TRACK 16.12.09 NTS D.07
drg by sheet rev
KPS A4 SD04
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
ALL BRACKETRY AND FIXINGS ARE DESIGNED ON A PROJECT SPECIFIC BASIS. REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS GUIDANCE. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE TO KINGSPAN TECHNICAL APPLICATION DOCUMENT.
SD02 SD01 ref
KINGSPAN STANDARD CLEATS ADDED
19.09.14
KSBS
FIRST ISSUE
01.05.12
KPS
date
by
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING PANEL JOINT PANEL TO PANEL TRACK 01.05.12 NTS D.07S
drg by sheet rev
KPS A4 SD02
KINGSPAN STEEL BUILDING SOLUTIONS
ref
CLEAT REF KWC 9524-100 KWC 9524-125 KWC 9524-150 KWC 9524-175 KWC 9524-200 KWC 9524-225 KWC 9524-250 KWC 9524-275 KWC 9524-300 2.4mm Thk.
CLEAT REF KWC 20040-100 KWC 20040-125 KWC 20040-150 KWC 20040-175 KWC 20040-200 KWC 20040-225 KWC 20040-250 KWC 20040-275 KWC 20040-300 4.0mm Thk.
L(mm) 100 125 150 175 200 225 250 275 300
L(mm) 100 125 150 175 200 225 250 275 300
L(mm)
CLEAT REF KWC 14028-100 KWC 14028-125 KWC 14028-150 KWC 14028-175 KWC 14028-200 KWC 14028-225 KWC 14028-250 KWC 14028-275 KWC 14028-300 2.8mm Thk.
100 125 150 175 200 225 250 275 300
CLEAT REF KWC 14040-100 KWC 14040-125 KWC 14040-150 KWC 14040-175 KWC 14040-200 KWC 14040-225 KWC 14040-250 KWC 14040-275 KWC 14040-300 4.0mm Thk.
100 125 150 175 200 225 250 275 300
note
REFER TO DETAILS GIVEN BY KINGSPAN FOR BRACKET ARRANGEMENTS, FIXING DETAILS AND POSITION OF VERTICAL STUD RELATIVE TO BRACKET. ALL CLEATS & FIXINGS TO BE INSTALLED IN ACCORDANCE WITH KINGSPAN GUIDANCE DETAILS.
L(mm)
SD01 ref
FIRST ISSUE revision
19.09.14
KSBS
date
by
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
OVERSAIL FRAMING KINGSPAN OVERSAIL CLEATS 15.09.14 NTS D08
drg by sheet rev
KPS A4 SD01
KINGSPAN STEEL BUILDING SOLUTIONS
6.5
‘E’ Series – Boarding Details Rev.
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
ref
BOARD SPECIFICATION BY OTHERS.
30 600
300
STUD
BOARDING JOINT
note
ALL BOARD FIXINGS SHOULD BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BUT SHOULD NOT BE ANY LESS ONEROUS THAN INDICATED IN THIS DRAWING. VERTICAL STUDS ARE PROVIDED IN MODULES OF 200, 300, 400 OR 600mm TO SUIT 2400x1200mm BOARDS.
BOARDING FIXINGS
BOARDS ARE TO BE STAGGERED IN A 'BRICK BOND' LAYOUT AS SHOWN.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
EXTERNAL BOARD TYPICAL SET OUT
16.12.09 NTS E.01
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
BOARD SPECIFICATION BY OTHERS. ALL BOARD FIXINGS SHOULD BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOmmENDATIONS BUT SHOULD NOT BE ANY LESS ONEROUS THAN INDICATED IN THIS DRAWING. MAX 10mm WORKMANSHIP TOLERNACE
VERTICAL STUDS ARE PROVIDED IN MODULES OF 200, 300, 400 OR 600mm TO SUIT 2400x1200mm BOARDS. DEFLECTION GAP ABOVE STUDS MUST BE LEFT FREE OF FIXINGS AND OTHER OBSTRUCTIONS.
25mm MAX LIVE LOAD DEFLECTION
25mm EXPANSION JOINT
67mm HEAD TRACK LEG
10mm BOARD TO FIXING EDGE DISTANCE
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions
40mm MIN. FROM TRACK LEG TO FIXING 65mm BOARD TO FIXING EDGE DISTANCE TO AVOID HEAD TRACK LEG
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
EXTERNAL BOARDING ACROSS SLAB EDGE 16.12.09 NTS E.02
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
6.6
‘F’ Series – Finishes Details Rev.
F.01
Finishes Condition – Generic Infill Masonry Layout Showing Brick Tie Studs
SD03
These details are shown on the following pages.
104
ref
note
ADDITIONAL BRICK TIE STUDS REQUIRED AT MAX 225mm FROM JAMB STUDS. NOMINALLY PLACED AT 150mm ON KINGSPAN DRAWINGS. ADDITIONAL STUDS MAY ALSO BE REQUIRED FOR OTHER CLADDING TYPES. PLEASE ADVISE OF ANY SPECIFIC REQUIREMENTS PRIOR TO DESIGN.
150
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
= ADDITIONAL BRICK TIE STUD
title:
date scale detail ref
GENERIC INFILL MASONRY LAYOUT SHOWING BRICK TIE STUDS 16.12.09 NTS F.01
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
6.7
‘G’ Series – Building Details Rev.
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
ref
note
DRYLINING WALL CONSTRUCTION BY OTHERS PENETRATES EXTERNAL WALL. DIMENSION 'A' TO BE PROVIDED BY ARCHITECT. BOTH HEAD & BASE TRACKS ARE CUT TO PROVIDE CLEAR ACCESS FOR DRYLINING WALL. EXTERNAL SHEATHING BOARD FIXED TO SFS WALL WITH BRIDGING PIECE FITTED AFTER COMPLETION OF DRYLINING WALL.
=
=
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL
DIM 'A'
Steel Building Solutions
DRYLINING WALL CONSTRUCTION BY OTHERS PENETRATES EXTERNAL
R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
PARTY WALL TYPE 1 DETAIL
16.12.09 NTS G.01
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
DRYLINING WALL CONSTRUCTION BY OTHERS IS INDEPENDANT OF THE EXTERNAL WALL. EXTERNAL SHEATHING BOARD FIXED TO SFS WALL AS MANUFACTURERS REQUIREMENTS. NO ADDITIONAL SETTING OUT OR PROVISION OF ADDITIONAL SFS STUDS IS REQUIRED.
SD03
REVIEW/UPDATE
01.05.12
KPS
SD02
STANDARD DETAIL
01.04.11
KPS
SPECIFICATION
16.12.09
KPS
date
by
SP01 ref
revision
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
PARTY WALL TYPE 2 DETAIL
16.12.09 NTS G.02
drg by sheet rev
KPS A4 SD03
KINGSPAN STEEL BUILDING SOLUTIONS
ref
note
* * *
BUILD UP OF EXTERNAL LEAF BY OTHERS SFS ZONE
AS PER PROJECT REQUIREMENTS
225mm max.
SD01 ref
SPECIFICATION revision
04.11.14
KSBS
date
by
STANDARD DETAIL Steel Building Solutions R
Manor Works, Pleck Road, Walsall, WS2 9ES Tel: 01944 712000 Design: 0121 7765460 email: [emailprotected]
title:
date scale detail ref
BRICK MOVEMENT JOINT - SFS DETAILS
04.11.14 NTS G03
drg by sheet rev
KSBS A4 SD01
KINGSPAN STEEL BUILDING SOLUTIONS
7 CLADDING TREATMENTS 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
7.3
Insulated Render
Lightweight insulated render systems can be fully supported by 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;
Masonry
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 by 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.01.
115
7.6 7.4
Terracotta tile systems may be supported from an SFS system. The dead weight and loadings of the chosen system must be communicated to Kingspan Steel Building Solutions 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 Solutions prior to design.
7.5
Metal Rainscreen
Terracotta Rainscreen
Timber Rainscreen
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.
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 Solutions prior to design.
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 reviewed by Kingspan Steel Building Solutions engineers.
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8 8.1
COSHH & TECHNICAL DATASHEETS General Specification Notes
PRODUCTS: Steel Framing System
‘U’ Track and ‘C’ Stud cold formed steel galvanised profiles
SUPPLIER: Kingspan Steel Building Solutions, Pleck Road, Walsall, WS2 9ES Tel; +44 (0) 1944 712 000 www.kingspanprofiles.com
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 by structural calculation and as shown on the drawings, and shall be supplied by Kingspan Steel Building Solutions. 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 Steel Building Solutions materials. This should be co-ordinated to suit the desired construction programme. Drawing Approval All drawings must be approved by 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 Steel Building Solutions. 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 by 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 wherever possible. All bolt fixings are to be Grade 8.8. No holes are to be cut or formed in Kingspan Steel Building Solutions SFS without prior reference to Kingspan Steel Building Solutions.
Service slots can be provided in studs when requested and if deemed acceptable by Kingspan Steel Building Solutions 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 by 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 prevent 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 prevent 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 Steel Building Solutions 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.
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8.2
COSHH Datasheet
PRODUCTS: Steel Framing System
‘U’ Track and ‘C’ Stud cold formed steel galvanised profiles
SUPPLIER: Kingspan Steel Building Solutions, Pleck Road, Walsall, WS2 9ES Tel; +44 (0) 1944 712 000 http://www.kingspanprofiles.com
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 sheet supplied by the manufacturer. STEEL All steel is hot dip iron zinc galvanised to a coating thickness typically of 275g/m2. HANDLING OF PRODUCT 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 by 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 by their bands. STORAGE OF PRODUCT 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 by timber batons of equal sizes placed at regular intervals along the length of the pack.
DISPOSAL OF PRODUCT The disposal of steel, panel or other associated waste/scrap must be carried out by 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 HAZARDS, PRECAUTIONS & FIRST 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 by 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 HAZARD – 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
HEALTH HAZARD – 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 by 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 by an appropriately qualified person. HEALTH HAZARD - INHALATION: Steel sections at atmospheric temperatures do not emit any fumes or gasses. PRECAUTIONS: (As stated above). Health Hazard – Ingestion: (not applicable) Health Hazard – Exposure limits: (not applicable) Health Hazard – Fire and Explosion hazards: (not applicable)
FURTHER INFORMATION: Please contact the Kingspan Steel Building Solutions Technical Team on +44 (0)1944 712000. 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 by that person. Kingspan Steel Building Solutions does not accept responsibility for any claims of consequential loss or injury to the user or third party if the recommendations of this safety sheet are not adhered to.
119
9
SUPPORT SERVICES
Kingspan Steel Building Solutions 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 Steel Building Solutions Pleck Road Walsall WS2 9ES Telephone: +44 (0)1922 728 312 Fax: +44 (0)1922 644 460 Email: [emailprotected]
9.2
Technical Enquiries
SFS Technical Manager Kingspan Steel Building Solutions 2 & 3 Progress Works Heath Mill Lane (Access Via Bromley Street) Birmingham B9 4AL Telephone: +44 (0)121 753 7050 Fax: +44 (0)121 753 5187
9.3
Sales & Commercial Enquiries
Gaynor Phillips Project Co-ordinator Kingspan Steel Building Solutions 2 & 3 Progress Works Heath Mill Lane (Access Via Bromley Street) Birmingham B9 4AL Telephone: +44 (0)121 753 7071 Fax: +44 (0)121 753 5187
9.4
Site Support Enquiries
Contracts Manager Kingspan Steel Building Solutions 2 & 3 Progress Works Heath Mill Lane (Access Via Bromley Street) Birmingham B9 4AL Telephone: +44 (0)121 753 7050 Fax: +44 (0)121 753 5187
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Kingspan Steel Building Solutions 2 & 3 Progress Works Heath Mill Lane (Access via Bromley Street) Birmingham B9 4AL T: +44(0)121 753 7050 F: +44(0)121 753 5187 www.kingspanpanels.co.uk/sbs 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.
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