Information

  • Month/Document No.

  • Main Contractor

  • Site

  • Elevation assessed & works completed.

  • Location
  • Conducted on

  • Prepared by

  • Persons Carrying out work to Area being Accessed

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

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

    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, D03, D04, D05 and so on. These are available in "M Clarkes Guidance Booklet” and 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 delay events.
    11. All reports have to be sent to main contractor and subcontractor.






  • Elevation assessed & works completed.

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  • Completed by Subcontractors:

WORK INSPECTION RECORD

Part A. SFS Metsec - Preparation

  • 1. Have the SFS 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><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:

SFS Metsec- Construction stage

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

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  • 2. Are operatives using the correct track fixings? Are the tracks fixed/installed to concrete at correct centres?<br><br><br><br>

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  • 3. Are the operatives using the correct 'tek' screws for installing studs?<br><br><br>

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

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  • 5. Has the wall been set out to the correct Gridline offset? In the correct location?<br><br><br><br>

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

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

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  • 8. Have deflection heads been installed correctly with the required movement allowance of 15 mm?<br><br><br><br><br>

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  • 9. Have the works been completed to the current outline specification and manufacturers specification? <br><br><br><br>

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

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  • 11. Has VB bracing been installed?<br><br><br><br>

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

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Inspection result/comments.

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

  • Signed off by Main Contractor

  • Signed off by Project Manager

  • Select date

A1. Cement Boarding and sealing.

  • 1. Has the CP - Board of correct/specified type and thickness been installed?

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

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  • 3. Has base/head track been fixed to slab with tapcons, have they been fixed at 600mm centres?<br><br>

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  • 4. Are track joints at least 100mm from stud position?<br>

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  • 5. Have tapcons been fixed close to the centre of the track but outside the edge by min 50mm?<br>

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  • 6. Have vertical studs been installed in correct orientation, with 15mm deflection gap between top of stud and underside of track?<br><br>

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  • 7. Is Gap of at least 3mm being left horizontally between boards ?<br><br><br><br><br>

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  • 8. Has there been gap left for floor deflection joints as per specification ?(Drawing Reference: D01, see MClarke reference booklet)<br><br><br>

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

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  • 10. Have the correct number of fixings been installed to each board (Fixings to be at 300mm centres into base track and vertical studs. No fixings in head track)?<br><br> <br><br>

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

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  • 12. Was Daffa tape applied to all CP Board joints?<br><br>

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  • 13. Is the sealing Compound over the Dafa Tape applied consistently and enough used (most of writing on tape should be hidden) ?<br><br>

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  • 14. Has the EPDM been installed to deflection joints and concrete interfaces?<br><br><br>

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  • 15. Is correct moisture resistant type of adhesive being used at CP board / EPDM interface to prevent “Bubbling” ?<br><br>

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  • 16. Is CP Board fixed correctly at deflection track from floor to floor? Fixed to track and not studs?<br><br><br>

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Inspection result/comments.

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

  • Signed off by Project Manager

  • Signed off by Main Contractor

  • Select date

PART. B. PREPARATION FOR RAINSCREEN CLADDING

  • 1. Have the Operatives been provided with sufficient training in the specified system?

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

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  • 3. Have the windows / curtain wall / doors been installed to correct levels and handed over to main contractor?

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  • 4. Are EPDM's correctly installed?

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  • 5. Is the wall substructure to correct line and level?

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  • 6. Are flashings installed properly to allow drainage of water from mullions?<br>

Inspection result/comments.

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

  • Signed off by Main Contractor

  • Signed off by Project Manager

  • Select date

B2. 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><br>

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

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

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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)

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  • 6.1 Have all accidental tears, drill holes, cuts in the Breather Membrane been properly repaired?<br>

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  • 7. Has breather membrane properly overlapped EPDM and been secured with Dafa tape?<br><br>

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  • 8. 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.)<br><br><br><br>

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Inspection result/comments.

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

  • Signed by the Project Manager.

  • Signed by the Main Contractor.

  • Select date

B3. Subframe settings.

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

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  • 2. Have correct type and number of fixings been used on brackets?<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><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><br><br><br><br>

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  • 7. Have rails been set out in accordance with deflection point location?<br><br>.

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

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

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

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  • 11. Is there minimum one bracket per rail (should be the centre/middle one) provided with two fixings going through the round holes (fixed points)?<br><br><br><br>

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Inspection result/comments.

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

  • Signed off by the Project Manager.

  • Signed off by the Main Contractor.

  • Select date

B4. INSULATION / TAPING

  • 1. Have fire barriers been fitted and at correct locations?

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  • 2. Have fire breaks been mitered at the edges of the facade so as to provide continuity of intumescent layer, have the edges of insulation boards been sealed with silver tape?<br><br>

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

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

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Inspection result/comments.

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

  • Signed off by Project Manager.

  • Signed off by Main Contractor.

  • Select date

C. Cassette Panels.

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

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  • 3. Where Panel Hangers/hooks have been trimmed down, is there at least a 10mm lug left to carry the panel ?<br><br>

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  • 4. 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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  • 5. 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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  • 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 hook cuts have been engaged?<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>

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  • 10. Is protective film on panels being removed as soon as they have been installed to prevent leaving glue residue ?<br><br>

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

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  • 12. Does the smaller panel align correctly with the larger panel below / is it flush ?<br>

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  • 13. Is panel fit to underside of cill as tight as possible and realigned every 6 metres ?<br><br><br>

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  • 14. Are there any visible exposed metal on folds/ corners or joints in Rain screen panels?<br><br>

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Inspection results/comments.

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

  • Signed off by Project Manager

  • Signed off by Main Contractor

  • Comments:

  • Select date

D. Capping.

  • 1. Has proper angle support been fitted to the substrate?

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  • 2. Has proper plywood been used.?<br>(Marine plywood must be used in all location where there is a damp, condensation risk)

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  • 3. Has plywood been covered with breather membrane or bituminous felt?

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  • 4. Have proper fixings been used?<br><br>It must be remembered that fixings have to be in superior anti-bio metal corrosion quality to the elements which are fastened by the fixings, e.g. Zinc coated(galvanised) steel fixings can not be used for fixing aluminium elements. It most situations stainless steel would be the safest option.<br><br>

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  • 5. Has proper number of fixing been used, as per drawings/specification?

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  • 6. Has proper sealing tape and sealing mastic been used as per design/specification?

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  • 7. Are capping set to a consistent and even horizontal line.?

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Inspection result

  • Site notes

  • Signed off: Main Contractor

  • Signed by Project Manager.

  • Select date

  • Should you have any enquiries regarding this inspection report please contact M Clarke & Sons on 02825822500.

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