Title Page

  • Document nr

  • Description QA

  • Conducted on

  • Site conducted

  • Prepared by Manager

  • Site Location

Location-Building-Elevation-Zone-Floor-Grid Line

  • Location-Building-Elevation-Zone-Floor-Grid Line

QAC-Inspection Checklist

  • 1.Subcontractor Name,CSCS Card,Pictures Evidence,RAMS signature

  • 2.Linked Drawings & Details Drawings used BTS_XX_DET_TBS , Data Sheet & installation guide checked

  • 3. Housewrap Breather Membrane Tyvek Firecurb to spec seal /tape all joints with Tape. Horizontal laps should be at least 100 mm and vertical laps 150 mm. Vertical laps should be staggered wherever possible. External corner min 300mm

  • 4. U-Channel 3mm U-Channel 3mm AXL-H210x30x3 , GL/Datum; fixings to spec, max 600mm centres, Fixing 2 x BM-LS55 max @ 600 cts U-Channel to SFS Fixing

  • 5. Vertical Bracket AXL-HB120-S-TP SINGLE BRACKETS FIXED TO "C" Channel or SFS WALL USING 2 No fixings. Brackets CENTRES ARE TYPICALLY 600mm.Check Drawings Spec setting out.ALL WITH THERMAL ISOLATOR PADS. (SUBJECT TO CLASS) ) Bracket to U-Channel Fixing 2 x BM-LS35 (on single) or BM-LSHF50

  • 6. DOUBLE BRACKETS FIXED BACK TO "C" Channel or SFS WALL USING 2 No FIXING Brackets CENTRES ARE TYPICALLY 600mm. Check Drawings Spec setting out. ALL WITH THERMAL ISOLATOR PADS. (SUBJECT TO CLASS) ) Bracket to U-Channel Fixing 2 x BM-LS35 (on single) or BM-LSHF50

  • 7.Insulation Rockwool Duo Slab 100 mm thick U-Value 0.24 W/M2k or check project spec, fix with Textured outer face of the slab, Close butt the slabs at all vertical and horizontal joints, Stagger the horizontal joints min 100mm, Fixings min 1 no metal and 2 no polypropylene per board, @ max 500 cnts, minimum head diameter of<br>70mm. check project spec.6 No per Rockwool Duo Slab board using DF3-SS-HT-A15-5.5 x 150 Stainless steel and SF-P-SS-70-D Stainless plate washer<br>

  • 8. Vertical T-Rail AXL-T60x80x2.2 Aluminum (L-Rail AXL-L 60x40x2.2) Aluminum ( or Mullion RAILS, Bracket/Mullion Fixing, Horizontal Adapter Bracket, Support Angle) to spec Fixings Rail to Bracket Fixing 2 x SS-LS22 <br>

  • 9. Flashing Feature Channel interface with Soffit subframe : Y Wall Vertical T/L -Rail AXL, Double Bracket with Thermopad - AXL,

Hold Point Inspection putting a hold on construction activities until the inspection above is passed. Is a mandatory verification point beyond which a work process cannot proceed without authorisation by the contract administrator. Hold points are usually assigned to those critical aspects of the work that cannot be inspected or corrected at a later stage because they will no longer be accessible.

  • 12. Inspection of Aluminium Cladding_AXL Aluminum LineAL-F Plank 3mm thick RAL Color 9007 Mat (30% Gloss) Plank to Rail Fixing LP-BM-LS28

  • 13. Feature Channel Flashing Aluminum 3mm thick RAL Color 9007 Mat 30% Gloss,Plank to Rail Fixing LP-BM-LS28

  • 13.Invoice no & Mark up Drawing (BTS Reference )

  • 14.Subcontractor Installers & Supervisor name,pictures, cscs cards

Comments

  • COMMENT Reference & Descrition

  • Comments Reference & Description date when closed (BUILD THERM)

Hand Over Joint Inspection

  • Hand Over -Cladding free from damage-Facades to be viewed as per the BBA, in daylight from a distance of not less than 10m. Some variation in colour and texture of external walls is inevitable and in certain cases is a feature. A façade for instance should be inspected for scratches or minor imperfections from a distance of min 5m, if a scratch cannot be seen from that distance then it is not a defect except if a scratch has gone through the full depth of the coating exposing the raw metal below.

  • On behalf of Build Therm (name)

  • On behalf of Main Contractor (name)

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