Page 136 - McD_6118-AEW-XX-XX-NBS-A-001_Neat
P. 136

340 MIXES GENERALLY
      • Constituent materials and mix design: Achieve constant colour and texture for
          each finish type.
      • Aggregates for facing mixes: Free from particles which may cause 'popouts', or
          unsightly marking or staining.
      • Total chloride ion content (maximum): Cl 0.40.
      • Admixtures containing calcium chloride: Do not use.

350 SEPARATE FACING AND BACKING MIXES
      • Thickness of facing mix at any point (minimum): 20 mm.
      • Distance of reinforcement from the junction of the two mixes (minimum): 10 mm.
      • Joining facing and backing mixes: Bond so that they are effectively monolithic.

360 CASTING AND CURING
      • Compaction: Thorough.
      • Protection: Prevent premature drying out during curing period.
      • Immature components: Prevent distortion from movement, vibration, overloading,
          physical shock, rapid cooling and thermal shock.
      • Delivery to site: Not until at least 14 days after casting.

370 QUALITY OF FINISHES
      • Appearance standard: As established by samples.

          LAYING AND JOINTING

430 ADVERSE WEATHER
      • General: Do not use frozen materials and do not lay on frozen surfaces.
      • Temperature: Do not lay blocks/ dressings:
      • - In cement gauged mortars when the air temperature is at or below 3°C and
          falling or below 1°C and rising (unless mortar has a temperature of not less than 4°C
          when laid and walling is thoroughly protected).
      • - In hydraulic lime:sand mortars when the air temperature is at or below 5°C and
          falling or below 3°C and rising.
      • Freezing conditions: Maintain temperature of the work above freezing until mortar
          has fully set.
      • Precipitation: Protect newly erected walling against rain and snow by covering
          when precipitation occurs and at all times when work is not proceeding.
      • Hot and dry conditions: Prevent newly erected masonry from drying out too
          rapidly.
      • Remedial work: Rake out and replace mortar damaged by frost and where
          instructed, rebuild damaged work.

450 WALLING/ DRESSINGS BELOW GROUND LEVEL
      • Extent of facework below finished level of adjoining ground or external works level
          (minimum): 150 mm.

490 PUTLOG SCAFFOLDING
      • Use: Not permitted.

RotF generic (intermediate) NBS 2014  6118-AEW-XX-XX-NBS-A-01
   131   132   133   134   135   136   137   138   139   140   141