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295 AUTOCLAVED AERATED CONCRETE INFILL BLOCKSgenerally
      • Type: Regular block to BS EN 771-4.
          - Size: 440 x 215 x 100 mm.
      • Density: Contractor's choice.
      • Compressive strength (minimum): Contractor's choice.
      • Transverse load capacity (minimum): 3.5 kN/m² measured on a 420 mm span.
      • Other requirements: none.

INSTALLATION

315 INFILLING AT BEAM BEARINGS
      • Type: Beam manufacturer's proprietary infill blocks.
      • Installation: Infill gaps in walling below built in standard flooring blocks.

320 CONCRETE INFILL
      • Designated concrete: BS 8500-2.
          - Designation: Submit proposals.
          - Aggregate size (maximum): Submit proposals.
      • Preparation: Thoroughly clean and wet surfaces of precast units.
      • Placing: Avoid segregation and compact thoroughly to eliminate voids.
          - Extent: Fill troughs and other holes.
          - Finish: Flush with top of precast units.
      • Protection: Prevent movement of units until concrete has gained sufficient strength.

325 GROUTING
      • Mix: Contractor's choice.
      • Preparation: Thoroughly clean and wet surfaces.
      • Extent: Fill all joints and surface irregularities.

330 EXPANDED POLYSTYRENE VOID FORMERS
      • Expanded polystyrene: To BS EN 13163.
      • Manufacturer: Contractor's choice.
          - Product reference: Agrement certified.
      • Compressive strength (minimum): Contractor's choice.
      • Size: Contractor's choice.

340 LATERAL RESTRAINT STRAPS
      • Preparation: Floors/ roof decks must tightly abut walls.
      • Manufacturer: Contractor's choice.
          - Product reference: Contractor's choice.
      • Material: Galvanized steel.
      • Size:
          - Section: Minimum 30 x 5 mm cross section.
          - Length: To extend minimum 800 mm from inside face of wall.
      • Form: Both ends cranked 100 mm.
      • Position: 1.25 m maximum centres to abutting external cavity walls.
      • Build in:
          - External cavity walls: One cranked end in tight contact with cavity face of wall
             inner leaf, the other cranked end grouted into floor/ roof deck joint.

 350 LEVELS OF STRUCTURAL CONCRETE FLOORS                     6118-AEW-XX-XX-NBS-A-01
       • Tolerances: See Preliminaries section A33.

RotF generic (intermediate) NBS 2014
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