| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 5<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 4 General statement on accuracy <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 5 Competency 6 Materials and handling preparation 6.1 General 6.2 Receipt 6.3 Storage <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | Figure 1 \u2014 Plasterboard stacked on bearers 6.4 Sorting 6.5 Preparation of work, materials and components <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 6.6 Checking and handling of materials and components 7 Design 7.1 Fundamentals of design <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 7.2 Types of dry lining systems <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 7.3 Types of ceilings <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 7.4 Performance of dry lining systems <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | Figure 2 \u2014 Typical head details of partitions to accommodate vertical deflection of the structural element <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 7.5 Deviations and tolerances <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Figure 3 \u2014 Impact on tolerance created by overlapping metal framing <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | Figure 4 \u2014 Deviation band <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | Figure 5 \u2014 Permissible deviations on jointing and 90\u00b0 corners <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | Figure 6 \u2014 Straight edge for measuring deviations at external and internal angles <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | Figure 7 \u2014 Measuring the internal corner <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | Figure 8 \u2014 Casing detail showing tolerances for external corners of horizontal casings <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | Figure 9 \u2014 Methods of measuring internal and external corners of column casings 7.6 Provisions for services <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | 7.7 Wall tiling <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | 7.8 Finishes <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | 7.9 Environmental conditions <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | 7.10 Thermal insulation <\/td>\n<\/tr>\n | ||||||
| 43<\/td>\n | Figure 10 \u2014 Service zone to external wall with AVCL and plasterboard linings 7.11 Materials <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | Table 1 \u2014 Metal stud types <\/td>\n<\/tr>\n | ||||||
| 47<\/td>\n | 8 Installation 8.1 General 8.2 Background <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | Figure 11 \u2014 Suggested adhesive dab fixing pattern for gypsum plasterboard and insulated composite plasterboard <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | Figure 12 \u2014 Plasterboard adhesive layout <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | 8.3 Timber backgrounds Figure 13 \u2014 Plasterboard fixing positions Table 2 \u2014 Spacing of timber supports in walls and partitions <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | Figure 14 \u2014 Joints over timber supports in partitions and linings Figure 15 \u2014 Joints over timber supports in ceilings: fastening near cut ends of boards 8.4 Steel <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | Figure 16 \u2014 Edge fixing dimensions for plasterboard edges <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | Table 3 \u2014 Minimum screw lengths for metal and steel supports 8.5 Continuity and consistency of workflow 8.6 Use of plant and equipment (including certain power tools) <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | 8.7 Accuracy 8.8 Planning and coordination with other trades 8.9 Provision for services (gas) 8.10 Safety issues 8.11 Work on site <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | Figure 17 \u2014 Setting out plasterboard external angles and abutments Figure 18 \u2014 Setting out plasterboard intermediate joints on studs <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | Table 4 \u2014 Fixing of plasterboard and insulated composite plasterboard with gypsum-based adhesives <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | Figure 19 \u2014 Wall lining to ceiling junction <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | Table 5 \u2014 Spacing of timber studs forming partitions <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | Table 6 \u2014 Spacing of timber supports in ceilings <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | Figure 20 \u2014 Typical steel stud partitions <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | Figure 21 \u2014 Direction of plasterboarding <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | Table 7 \u2014 Plasterboard adhesive centres per plasterboard thickness and size <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | 9 Checking 9.1 In-process checks <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | 9.2 Checking work 10 Handover 10.1 General 10.2 Clearing and cleaning 10.3 Heading <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | 10.4 Quality assurance and record keeping 10.5 Handover documents <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Annex A (informative)\u2002 Design considerations, application and acceptance of dry lining finish <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Workmanship on construction sites – Design and installation of dry lining systems. Code of practice<\/b><\/p>\n |