Information

  • Document No.

  • Audit Title

  • Client / Site

  • Conducted on

  • Prepared by

  • Location
  • Personnel

  • Please insert construction plan drawing of the project with assigned numbers to each elevation. (See point 3 of the reporting Rules)

  • BEFORE YOU START THIS REPORT, REFERENCE MUST BE MADE TO THE PROJECT ELEVATION LAYOUT SKETCH DETAILING THE EXACT LOCATION(S) INSPECTED.

    Rules of WIR and Progress Reporting:

    1. All reports need to be in for the dates that have been agreed on the Reporting Schedule. PM must contact HSEQ Department if there will be a delay.
    2. The elevation inspected must be clearly identified using the Elevation Layout Sketch produced by the CM of the project, clearly identifying each elevation and floor. Ideally, there should be a separate Report for each elevation, however on smaller works, a single report for more than one elevation is acceptable.
    3. Each report should include a description of the type of system / works undertaken.
    4. Reports should also include quality issues not caused by CF, but which impact on our works.
    5. Refer to recent Supplementary Quality Reports before starting.
    6. We have issued standard Detail drawings reference numbers D01, D02, and so on. These need to be referred to throughout WIR and clearly show what is required. Only “Clarke” Drawings should be followed.
    7. All reports must be up-loaded to Clarkes Server or emailed to HSEQ Dept before deadline.The next report that will follow must show how the errors were rectified. If improvement was not possible, e.g.: due to soft ground/lack of access, it needs to be described/explained. The answers column still needs to be highlighted red. However, if the error was rectified the section should be changed to green. The comment section is to be used for explanations of how and when error was rectified.
    8. If project manager has found an error during the assessment, it must be noted and fixed before consecutive stages of works progresses, eg: CP board cannot start before Metsec sub frame is properly fixed. Quality Control Manager cannot accept the next WIR report until everything is fixed and up to date on the previous report. This is to make sure that all errors are corrected, and there are no error omissions.
    9. Reports need to be genuine and relevant.
    10. It is important that reports always have any delay events recorded.
    11. All completed reports must be sent to head office, client and subcontractor.

  • Elevations assessed & works completed

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  • Completed by Subcontractors:

Work Inspection Record.

  • 1. Have the Metsec design been given status and passed by the architect?<br>

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  • 2. Has the operative been given the relevant drawings and details to complete the works.?<br>

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  • 3. Has the Main Contractor signed off datum and gridlines settings?<br>

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  • 4. Are datum and gridlines marked on the slabs/columns or in other locations in order to allow future quality spot checks on the dimensions to be performed.?<br><br>

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  • 5. Have drawings EK 01-04 been followed?<br><br>

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Inspection Result

  • Hold Point - Is it okay to proceed?<br>

  • Signed in by the Main Contractor:

  • Signed in by the Project Manager:

Metsec

  • 1. Is the wall constructed using the correct depth and gauge of studs/trucks?<br>

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  • 2. Have steel cleats (DL1903x150/6 holes) been fixed to concrete with 2 TB875 8x75mm Throughbolts?<br><br><br>

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  • 3. Have steel support angle been fixed to concrete slab with TB875 8x75mm Throughbolts, and to cleat with 5.5mm Dia Tek screw. <br>

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  • 4. Have metsec studs been fitted to cleats with 6 No. 5.5 diameter Tek screws.?<br><br><br>

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  • 5. Has angle support been fitted the way to allow anticipated movement of the building? (support angle must not be overlapping the movement joint location)<br>

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  • 6. Has Metsec 100x100x2 continuous angle been fixed to every stud with 1no Tek screw at each stud location.?<br><br><br><br>

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  • 7. Have CW1303 (3 hole) cleats, been fitted to concrete with 2 No of TB875 8x75mm Throughbolts?<br><br><br><br><br>

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  • 8. Have studs been fitted to cleats with 3 No of TC25 Screws and ss washers through the slotted holes to allow differential movement?<br><br><br>

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  • 9. Have new fixings been fitted at least 50 mm from existing holes/voids in floor slab?<br><br>

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  • 10. Has 20mm clear distance been maintained underside of slab so as to allow curtain walling bracket fixed?<br><br>

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  • 11. HAs 2mm steel angle been fitted at the bottom of the 1st storey and 3mm angle at the bottom of the 2nd storey? <br><br>

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  • 12. Has there been maintained 40mm clearance distance from the central cleat fixing to edge of the slab and the same 40mm clearance distance from the angle fixing point till the edge of the slab?<br><br>

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  • 13. Have back to back vertical studs been insulated?<br><br><br>

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  • 14. Have jambs/fin location been insulated?<br><br><br>

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  • 15. Have intermediate tracks been fitted to each stud from both sides.?<br><br><br>

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  • 15.1 Have intermediate base/head tracks been fitted together with recommended fixings and at correct centres?<br><br>

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  • 16. Are operatives using the correct 5.5 dia TC25 screws fixings? <br><br><br><br><br>

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  • 17. Has the wall been set out to the correct Gridline offset? In the correct location? (It would be recommended to extend the gridlines and mark them on metsec frame/studs so as to allow spot check inspections done at a later date)<br><br><br><br><br>

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  • 18.Have the studs been installed to suit cladding joints locations?<br><br><br><br>

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  • 19. Have the openings been formed in the correct locations? At correct height, length and width?<br><br><br><br><br>

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  • 20. Are the openings being formed using the correct studs/tracks compounds as per approved design specification?<br><br><br><br><br>

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  • 21. Have the works been completed to the current outline specification and manufacturers specification? (including windows and doors openings)<br><br><br><br><br>

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  • 22. Have the works been completed to current revised SFS drawings and details?<br><br><br><br>

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  • 23. Is the wall completed to a true line and level?<br><br><br><br><br>

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Siniat Weather Defence Board

  • 1. Have boards been stored in the dry location or secured so as to restrict boards absorbing moisture.?<br><br>

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  • 2. HAs the exposure of boards to extreme temperatures and very high humidity level been prevented?<br><br>

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  • 3. Has the Siniat weather defence board of correct/specified type and thickness been installed?<br><br><br>

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  • 4. Has Siniat weather defence board been fitted with correct face outside?<br><br><br>

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  • 5. Are the boards installed in a stretcher bond fashion, have manufacturer recommended fixings been used?<br><br><br>

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  • 6. Are there 2mm joints around all edges? Are joints sealed with GTEC Fire Rated Silicone Sealant?<br><br><br><br>

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  • 7. Have the screws been fixed correctly (not over tight) into boards, using Nose Piece ? (Drawing Reference: D02. See MClarke reference booklet)<br>

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  • 8. Have the fixings been fitted at 300mm distance vertically and 600 mm horizontally?<br><br>

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  • 9. Has the CP board been installed with no bumps, gaps, and bows?<br>

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  • 10. Has the EPDM been installed to deflection joints and concrete interfaces (Including vertical movement joints)?<br><br><br>

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  • 11. Has the location point of the brise solei fixing point(cut out of the board), been properly sealed with glue and EPDM ?<br><br><br><br><br>

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Insulation between Metsec Studs

  • 1. Has insulation of correct depth been installed?<br>

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  • 2. Have all areas between studs been filled in with insulation. (Care must be taken to fit insulation tight within the studs)?<br>

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  • 3. Are there enough holders fitted to hold internal insulation against the sheeting board?<br>

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Flashings

  • 1.Has site dimension survey been carried out to confirm elevations panels sizes and updated to MClarke Panel Drawing?<br>

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  • 2. Are flashings installed to the correct design details? Thickness, colour and depth?

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  • 3. Are cills, pods and flashings installed using correct fixings and fixing centres?(design not ready yet/Type of fixings to be confirmed)<br><br>

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  • 4. Are cills, pods and flashings installed to suit correct locations ?<br>

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Breather membrane

  • 1. Have all vents, brackets, rainwater pipes or electric cables been taken through the breather membrane and properly sealed with Dafa tape ?<br>

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  • 2. Has EPDM been installed to all vents, rwp's/louvre bracket fixing centres?<br>

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  • 3. Has the correct and specified breather membrane been installed?<br>

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  • 4. Has the breather membrane been dressed out and over horizontal flashings / pods and taped and sealed?<br>

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  • 5. Has breather membrane been installed as per manufacturer recommendations and drawings with min. bottom overlap of 100mm and min. 150mm vertical overlap. Has it been taped at vertical joints and at horizontal joints?<br>

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  • 6. Has the breather membrane been taped to and around all openings protrusions, as specified on the Reference Drawing D 03 (see MClarke reference booklet)<br>

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  • 7. Have all parts of EPDM properly overlapped and secured with Dafa tape?<br>

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  • 8. Have all location of EPDM, where fixings/bolts had to go through been secured/sealed with silicone?<br>

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  • 9. Has Spray bar test been done ? (Note: To be carried out after breather membrane is installed, and before cladding and internal plaster board is installed - 5% of cladded area and two areas as minimum. It must be done in accordance with specification requirements and CWCT.)

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Internal sealing.

  • 1. Has the VCL line (air seal) polyurethane membrane been taped with the specified tape, around all protrusions and interfaces and with other elements as per detailed drawings.?<br><br><br><br><br>

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  • 2. Has the VCL line (air seal) polyurethane membrane been secured with Corex so as to prevent damaging?<br><br>

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Insulation fitted to cement/sheeting board.

  • 1. Have fire barriers been fitted at correct locations and with correct fixings/spikes?<br><br><br>

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  • 2. Have fire breaks been mitered at the edges of the facade so as to provide continuity of intumescent layer.?<br>

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  • 3. Has proper pattern of mechanical fixing been used ?.(Reference, see Figure 7, M.Clarke Guidance Booklet.)<br><br>

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  • 4. Have fire pins been installed minimum one per board?<br>

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  • 5. Has insulation been fitted as tight as possible?<br>

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  • 6. Have all outlets, brackets, vents, edges of insulation boards, joints etc been taped up with silver tape?<br>

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Subframe settings and cassette panels installation.

  • 1. Have subframe brackets been installed in accordance with the subframe layout drawings?<br>

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  • 2. Have correct type and number of fixings been used on brackets before moving to the next section of works?<br> <br><br>

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  • 3. Have thermal pads been installed behind brackets?<br>

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  • 4. Have brackets been fitted in the stud location?<br>

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  • 5. Have bracket fixings been torqued correctly using correct torque drill?<br>

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  • 6. Has a gap of 10mm been maintained between each length of cassette profile(vertical rail) to allow expansion between profiles?<br>

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  • 7. Have vertical rails been fitted with anti-rattle compression gaskets, has anti rattle sealing been used?<br><br><br>

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  • 8. Have horizontal hangers for the cassette panels been secured in position with two self-drilling self-tapping screws?<br><br>

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  • 9. Have the setting of the profiles been checked for line and level?<br><br>

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  • 10. Is there minimum one bracket per rail (should be the centre/middle one or top one) provided with two fixings going through the round holes (fixed points)? (two other brackets should be fixed through slotted holes so as to provide floating fixing point)<br><br><br><br>

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Cassette Panels (Alucoil).

  • 1. Has insect mesh/slotted angle been fitted at base, or in other location as specified on the detailed drawings?<br><br>

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  • 2. Are cassette hangers aligned with the fabricated 'hook' cut out slots in the back of the panel?<br><br>

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  • 3. Have horizontal datum lines been projected across the elevation, have positions of the hangers been marked on both flanges of each Vertical Cassette Profile.?<br><br>

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  • 4. Has the first screw used been fixed through the slot and second screw fixed through the hole to lock the hanger in position?<br><br>

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  • 5. Have the panels been checked for damage, especially folded corners must be checked as these should not have exposed/uncoated metal visible?<br><br>

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  • 6. Has fire break been maintained away at correct distance from the cassette panel(as per specification/drawings)?<br>

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  • 7. Have cassette panels been lowered evenly, and all hooks cuts have been engaged?<br><br><br>

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  • 8. Have rivet/screw holes been fixed in the top corners, has panel been secured properly in its final position?<br>

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  • 9. Have two number of security fixings been used?<br><br>

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  • 10. Has distance between cassette panels been checked with wooden gap sticks, is it consistent?<br><br>

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  • 11. Has protective membrane been removed from the panels as soon as panels were installed?<br><br>

Equitone Panels - Sub frame Setting.

  • 1. Have subframe brackets been installed in accordance with the subframe layout drawings?<br>

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  • 2. Have correct type and number of fixings been used on brackets? (To be confirmed)<br>

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  • 3. Have thermal pads been installed behind brackets?<br>

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  • 4. Have brackets been fitted in the stud location?<br>

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  • 5. Have bracket fixings been torqued correctly using correct torque drill?<br>

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  • 6. Has a gap of 10mm been maintained between each length of cassette profile(vertical rail) to allow expansion between profiles?<br>

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  • 7. Have the setting of the profiles been checked for line and level?<br>

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  • 8. Has there been specified number of brackets per rail length used?<br>*Rails 0 m - 1.05m - 1x single fixed point bracket and 1x floating point bracket to be used.<br>*Rails 1.05 m - 3 m - 1x double fixed point bracket and 2x single floating point brackets.<br>*Rails 0m - 2.1 m - 1 x double fixed point bracket and 1 x single floating point bracket.<br>*Rails 2.1m - 3m - 1x double fixed point bracket and 2x single floating point bracket.<br><br><br><br><br>

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  • 9. Have L/T shape rails been fitted to the brackets through the specified holes so as to create fixed and floating fixing points as and where required?<br><br>

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  • 10. Have rails been set with rotating laser?<br>

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  • 11. Has the Project Manager checked the level/Line with string line or laser?<br><br><br>

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Equitone Panels

  • 1. Have horizontal carrier rails been fitted at proper level and at correct location (as per panels setting drawing)?<br>

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  • 2. Has there been 20mm expansion gap left between adjoining rails.<br><br><br>

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  • 3. Have JT4-6-5.5x22 A14 fixing for horizontal carrier rail been used?<br><br>

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  • 4. Have predrilled holes in panels been spaced at least 100mm from the edges of the panel ?<br><br><br>

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  • 5. Have pre drilled holes been of correct depth?(callipers and depth gauges to be used for checks)?<br><br>

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  • 6. If the hole was found to be incorrectly positioned then a new hole should not be drilled be closer then 20mm to the existing hole.?<br><br><br><br>

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  • 7. Have holes in the back of the panels been cleaned from dust or debris?<br><br><br>

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  • 8. Have adjusting bolts in the hanging hooks on the top of the panels been left in half-way to allow up and down movement.?<br><br><br>

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  • 9. Have locking screw in the top hooks been inserted and screwed so as to prevent sideways panel movement?<br><br><br>

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  • 10. Have panels been aligned?<br><br>

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King span panels.( detailed drawings to be completed )

  • 1. Is steelwork suitably lined, levelled and within tolerance?<br><br>

  • 2. Has closure flashing been fitted with low profile fasteners?<br>

  • 3. Has at least 6mm diameter unbroken bead of gun-grade sealant been applied between support angle and floor.?<br>

  • 4. HAs drip flashing been fixed properly with low profile fasteners ? Has it been checked for line and level?<br>

  • 5. Have butt straps been used within the joints in the drip flashing? Were these sealed with two runs of gun-grade sealant?<br><br>

  • 6. Has 6mm bead of gun-grade sealant been applied to seal between back of the panel and closure flashing?<br>

  • 7. Have galvanised angle and rail extensions been installed so as to provide suitable bearing for fixing of panels on return elevation by a steel fabricator?<br>

  • 8. Has unbroken 6mm diameter bead of gun grade sealant been applied to top rail or internal flashing so as to provide an air seal.?<br>

  • 9. Has 6mm bead of gun-grade sealant been applied to galvanised angle? Does it meet the previously installed air seal?<br>

  • 10. HAs the first panel been correctly positioned lined and levelled?<br>

  • 11. Have at least 2 NO. main fasteners been used in each location of the male joint at the top, the bottom and intermediate?

  • 12. Were the countersunk fasteners at corner position been fitted at 500mm centres into female panel joint?<br>

  • 13. Has a gun-grade air seal across male joint been applied properly so as to meet previously installed air seal?<br>

  • 14. HAs AWP filler been bedded in silicone sealant at top of panel? Has gun-grade air seal been applied across male joint properly so as to meet previously installed air seal?<br>

  • 15. Has the next panel been located into position the way that factory applied weather seal is compressed and that the AWP filler remains in position.? Have 2 fasteners been used for fixing in male joint at top, bottom, and intermediately? <br>

  • 16. Has site applied PIR insulation board and gun applied fire rated canister insulation been applied into female joint so as to fill the gap between 2 corner panels?<br>

  • 17. Have panels that had to be cut meet outside edge of the other panel at the corner?<br>

  • 18. Has corner panel that been cut been located into its position the way to secure proper air seal?<br>

  • 19. Has panel at corner position been fixed with countersunk fasteners at 500mm centres?<br><br>

  • 20. Has 4mm butyl sealant been applied to the back of the internal corner flashing? Has it been positioned weather side of the fastener?<br>

  • 21. HAs corner flashing been fixed with low profile stitching screws at max 450mm centres?<br>

  • 22. HAs 4mm butyl sealant been applied to external legs of the internal corner flashing, while ensuring sealant is positioned weather side of fasteners.?<br><br>

  • 23. Has external corner flashing been fixed with low profile stitching screws at max. 450mm centres.? Have joints incorporate butt straps sealed with two runs of gun-grade sealant?<br><br>

Capping.

  • 1. Has parapet wall been sealed properly with roofing membrane/Tyvek membrane.?<br><br>

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  • 2. Has EPDM been sealed properly with adhesive to the roof concrete interface and the sheeting board?<br>

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  • 3. Has insect mesh been fitted in these locations where gaps are large (Detailed drawings must be checked for location of insect mesh)?<br><br>

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  • 4. Have brackets been fitted with correct fixings and supported to prevent deforming / bowing to achieve a tight seal with the underside of the capping ?<br><br>

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  • 5. Have proper sealing been fitted to brackets to prevent any moisture penetration?<br><br>

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  • 6. Have capping been fitted to the brackets with correct fixings and at correct centres?<br><br><br><br>

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  • 7. Have capping been fitted evenly and to required level.?<br><br>

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  • 8. Has Spray-bar test been arranged at required point in installation ?<br><br><br>

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Inspection Result

  • Signed off by Contract Manager

  • Signed off by Main Contractor

  • Signed off by Project Manager

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