| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 102<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | 4 Materials and components 4.1 Customer requirements <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | 4.2 Specifications for materials and components <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | 4.3 Steel Table 1 \u2014 Recommended grades of austenitic or Duplex (Austenitic\/ferritic) stainless steel used for fixings <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | Table 2 \u2014 Recommended grades of fasteners <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | 4.4 Materials for jointing and pointing 4.5 Flashings, weatherings and cavity trays 4.6 Coating agents <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | 5 Design of cladding units 5.1 General 5.2 Structural design <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | 5.3 Thickness of concrete cover to reinforcement <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | 5.4 Fire-resisting wall units 5.5 Support conditions and bending moments <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | Figure 1 \u2014 Assumptions for design of units and corbels\/brackets <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | 5.6 Sizes of units including thickness 5.7 Movement and tolerances <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | 5.8 Dimensional stability 5.9 Accommodation of dimensional changes <\/td>\n<\/tr>\n | ||||||
| 122<\/td>\n | Table 3 \u2014 Coefficients of thermal expansion of buildings materials Table 4 \u2014 Extreme temperatures of UK structures <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | Table 5 \u2014 Rate of shrinkage of concrete (as a percentage of its potential) 5.10 Other factors affecting design <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | 5.11 Passive fire protection to resist the spread of fire 5.12 Signs and attachments to cladding units <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | 5.13 Thermal insulation 5.14 Acoustic properties 6 Position and detail of joints 6.1 General <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | 6.2 Movement joints 6.3 Compression joints 6.4 Sealed joints <\/td>\n<\/tr>\n | ||||||
| 129<\/td>\n | 6.5 Open drained joints <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | Figure 2 \u2014 Examples of jointing details <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | Figure 3 \u2014 Open drained joint with plain baffle 6.6 Impregnated foam sealing strips and sealing strips <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | 7 Support and attachment of units to the structure 7.1 Support 7.2 Methods of attachment 7.3 Design of fixings <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | Figure 4 \u2014 Typical restraint fixing to concrete structure \u2014 vertical section Figure 5 \u2014 Typical restrain fixing to steel structure \u2014 plan <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | 8 Surface finish of cladding units 8.1 Precast concrete <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | 8.2 Stone\u2011faced units <\/td>\n<\/tr>\n | ||||||
| 138<\/td>\n | Figure 6 \u2014 Typical details of fixing pins for stone faced concrete units 8.3 Reconstructed stone faced units 8.4 Brick\u2011faced units <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | 8.5 Tile and brick slip faced units 8.6 Finishes sample and inspections <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | 9 Manufacture 9.1 General 9.2 Casting, curing and inspection 9.3 Tolerances and accuracy Table 6 \u2014 Permissible deviations in the manufacture of cladding units <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | 9.4 Removal of cast concrete units from moulds 9.5 Marking 10 Handling and transportation of cladding units 10.1 Handling 10.2 Design of lifting points <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | 10.3 Protection against damage 10.4 Storage 10.5 Transportation of units to the site 11 On\u2011site erection and fixing 11.1 General <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | 11.2 Storage of materials on site 11.3 Erection of cladding units <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | 11.4 Bedding, jointing and sealing 11.5 Accuracy of erection <\/td>\n<\/tr>\n | ||||||
| 146<\/td>\n | 11.6 Final fixing 11.7 Protection of finished work <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | 11.8 Site repairs 11.9 Cleaning on completion of work <\/td>\n<\/tr>\n | ||||||
| 148<\/td>\n | 12 Performance testing of cladding units 12.1 Test procedures <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | 12.2 Test requirements <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | 13 Inspection and maintenance 13.1 General 13.2 Cracks and crazing <\/td>\n<\/tr>\n | ||||||
| 152<\/td>\n | 13.3 Joints 13.4 Joint seals 13.5 Surface cleaning 13.6 Coating agents <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | Annex A (normative)\u2002 Checklists for the exchange of information <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Design, manufacture and installation of architectural precast concrete cladding. Code of practice<\/b><\/p>\n |