WIR Master Sheet

Information

Month/Document No.
Main Contractor
Site
Elevation assessed & works completed.
Location
Conducted on
Prepared by
Persons Carrying out work to Area being Accessed

Rules of WIR and Progress Reporting

1. All reports need to be in for the dates that have been agreed on the reporting timetable. PM must contact HSEQ Department if there will be a delay.
2. The elevation inspected must be clearly identified. 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. When job has been allocated to the project manager/contracts manager, the Reporting manager must prepare a construction plan drawing of the project, number each elevation and then refer to these numbers when conducting Work Inspections.
4. Construction plan layout drawings with numbered elevations must be saved onto the M Clarkes jobs folder on the Network. Jobs/Project Name/Quality.
5. Each report should include in the introduction (cover page of report) description of the assessed façade (assigned number) along with the description of type of works which were completed as assessed façade (assigned number) along with description of type of works which were completed and assessed by project manager.
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 saved on the system. 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. Progress reports need to be genuine and relevant.
10. It is important that progress reports always have delay events.
11. All reports have to be sent to main contractor and subcontractor.

PART. A SFS

1. Have the SFS been given status and passed by the architect?
2. Has the operative been given the relevant drawings and details to complete the works.?
3. Has the Main Contractor signed off datum and gridlines settings?
3. Is the wall constructed using the correct depth and gauge of studs/trucks?
4. Are operatives using the correct track fixings? Are the tracks fixed/installed to concrete at correct centres?
5. Are the operatives using the correct 'tek' screws for installing studs?
6. Has the wall been set out to the correct Gridline offset? In the correct location?
7. Have the studs been installed to suit cladding joints locations?
8. Have the compound sills and lintels been fixed together at centres of no more than 300 mm?
9. Have the openings been formed in the correct locations? At correct height, length and width?
10. Are the openings being formed using the correct studs/tracks compounds as per approved design specification?
11. Have deflection heads been installed correctly with the required movement allowance?
12. Have the works been completed to the current outline specification and manufacturers specification? (including windows and doors openings)
13. Have the works been completed to current revised SFS drawings and details?
14. Has VB bracing been installed as required?
15. Is the wall completed to a true line and level?
16. Has the torque been checked in the bolts of the cantilevered bolts? Has it been spray marked?

A1. Cement Boarding and sealing.

1. Has the CP- Board of correct/specified type and thickness been installed?
2. Has CP Board been fitted with smooth face outside and textured face internally?
3. Are the boards installed in a stretcher bond fashion, have proper fixings been used?
4. Has base/head track been fixed to slab with tapcons, have they been fixed at 600mm centres?
5. Are track joints at least 100mm from stud position?
6. Are there 3mm joints around all edges?
7. Have tapcons been fixed close to the centre of the track but outside the edge by min 50mm?
8. Has there been specified gap left for floor deflection joints (dimension of the deflection joints depends on of the anticipated movement of the frame)?(Drawing Reference: D01, see MClarke reference booklet)
9. Have the screws been fixed correctly (not over tight) into boards, using Nose Piece ? (Drawing Reference: D02. See MClarke reference booklet)
10. Have vertical studs been installed in correct orientation, and deflection gap between top of stud and underside of track?
11. Have the screws been fixed correctly (not over tight) into boards, using Nose Piece?(Drawing Reference: D02. See MClarke reference booklet)
12. Have the correct number of fixings been installed to each board (usually 25)?
13. Has the CP board been installed with no bumps, gaps, and bows?
14. Was Daffa tape applied to all CP Board joints?
15. Has a RCM compound been used?
16. Has the EPDM been installed to deflection joints and concrete interfaces?
17. Is CP Board fixed correctly at deflection track from floor to floor? Fixed to track and not studs?

PART. B. PREPARATION FOR RAINSCREEN CLADDING - THERMOWOOD/TERRACOTTA/GLASS ETC

1. Have the Operatives been provided with sufficient training in the specified system?
2. Has the operative been given the relevant drawings and details to complete the works?
3. Have the windows / curtain wall / doors been installed to correct levels and handed over to main contractor?
4. Are EPDM's correctly installed ?
5. Is the wall substructure to correct line and level?

B1. Flashing, pods, sills, trims

1.Has site dimension survey been carried out to confirm elevation panels sizes and updated to MClarke Panel Drawing?
2. Are cills, pods and flashings installed to the correct design details? Thickness, colour and depth?
3. Are cills, pods and flashings installed using correct fixings and fixing centres?
4. Are cills, pods and flashings installed to suit correct locations ?
5. Are cills of proper quality and shape ?
6. Are window supports fixed properly ?(are packers used of correct shape, are the fixings long enough)
7. Are windows set to correct Centre Line horizontally and vertically within structural opening?
8. Is the face of the windows position to the correct offset.?
9. Are all adjacent windows aligned with each other?
10. Are flashings installed properly to allow drainage of water from mullions?
11. Have the windows / curtain wall / doors been installed to correct levels and handed over to main contractor?

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 ?
2. Has EPDM been installed to all vents, rwp's/louvre bracket fixing centres?
3. Has the correct and specified breather membrane been installed?
4. Has the breather membrane been dressed out and over horizontal flashings / pods and taped and sealed?
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?
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)
7. Have all parts of EPDM properly overlapped and secured with Dafa tape?
8. Have all location of EPDM, where fixings/bolts had to go through been secured/sealed with silicone?
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.)

B3. Subframe settings and cassette panels installation.

1. Have subframe brackets been installed in accordance with the subframe layout drawings?
2. Have correct type and number of fixings been used on brackets?
3. Have thermal pads been installed behind brackets?
4. Have brackets been fitted in the stud location?
5. Have bracket fixings been torqued correctly using correct torque drill?
6. Has a gap of 10mm been maintained between each length of cassette profile(vertical rail) to allow expansion between profiles?
7. Have rails been set out in accordance with deflection point location?
8. Have vertical rails been fitted with anti-rattle compression gaskets, has anti rattle sealing has been used?
9. Have horizontal hangers for the cassette panels been secured in position with two self-drilling self-tapping screws?
10. Have the setting of the profiles been checked for line and level?
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)?

Cassette Panels

12. Has insect mesh/slotted angle been fitted at base, or in other location as specified on the detailed drawings?
13. Are cassette hangers aligned with the fabricated 'hook' cut out slots in the back of the panel?
14. Have horizontal datum lines been projected across the elevation, have positions of the hangers been marked on both flanges of each Vertical Cassette Profile.?
15. Has the first screw used been fixed through the slot and second screw fixed through the hole to lock the hanger in position?
16. Has fire break been maintained away at correct distance from the cassette panel(as per specification/drawings)?
17. Have cassette panels been lowered evenly, and all hook cuts have been engaged?
18. Have rivet/screw holes been fixed in the top corners, has panel been secured properly in its final position?
19. Have two number of security fixings been used?
20. Has distance between cassette panels been checked with wooden gap sticks, is it consistent?

B4. Insulation/Taping

1. Have fire barriers been fitted and at correct locations?
2. Have fire breaks been mitered at the edges of the facade so as to provide continuity of intumescent layer.?
3. Has proper pattern of mechanical fixing been used ?.(Reference, see Figure 7, M.Clarke Guidance Booklet.
4. Have fire pins been installed minimum one per board?
5. Has insulation been fitted as tight as possible?
6. Have all outlets, brackets, vents, edges of insulation boards, joints etc been taped up with silver tape?

PART C. FITTING OF RAILS (Trespa )

1. Have rails been set in accordance with deflection point locations?
2. Have rails been set with rotating laser?
3. Has the Project Manager checked the level with string line or laser?
4. Has there been one dead fixing for rail minimum?
5. Is the top and bottom of the rails overhanging no more than it is indicated on the rail setting drawing?

C1. Cladding installation Trespa

1. Have drilling holes in rail been made no bigger than 5mm?
2. Have drilling holes in trespa been made of diameter of 8mm, with exception for one hole in the middle of the board, which must be 5mm ?.(centralising tool must be used as per Reference Booklet Drawing No. D04)
3. Has rivet spacer nose piece been used on all rivet guns? Rivet spacer nose piece as per specification Reference Drawing No. D05 (see MClarke reference booklet D05)
4. Has the trespa been held tight against rails during fixing stage, especially at facets?
5. Have small rails been put onto head rails before trespa was fixed?
6. Has fire break been maintained away at correct distance from trespa panel(as per assessed project/drawing)?
7. Has Flymesh been fitted at base and at cill location?
8. Has the cladding been hose tested?

C2. Timber Cladding

1. Have horizontal timbers been installed at no more than 600 mm centres, or as per design specification?
2. Have corrected timber profiles and sizes been used?
3. Have correct type and size of nails been used in correct positions?
4. Have the timber joints been staggered correctly as specified in design?
5. Have the horizontal gaps between vertical timber runs been chamfered at 45 * (degrees)?

C3 Glass and Stone tiles.

1. Have proper suction lifters been ordered?
2. Has the substructure of rails been sprayed/painted with black colour paint ?(in some cases it may be visible between glass panels).
3. Has the correct spacing between panels been maintained at correct distance as specified by designers?. (typically 10-12 mm, the minimum 5mm)
4. Have expansion tiles/panels been installed at correct location?
5. Have correct specified colours and sizes of glass panels been installed?
6. Have locking screws been fixed in correct panels as specified in the design( this apply to stone and glass panels only)?

PART D. INSULATED RENDER

1. Has the applicator been given all detail drawings, levels, locations of firebreak expansion beads?
2. Has the applicator been given information of what way the adhesive is applied to board(dabs, grated trowel or picture frame).?
3. Have all down pipes, vents, grounds, brackets etc. been installed on the wall and properly sealed?
4. If permanent cappings are not in place, are temporary cappings on?
5. Were insulation boards additionally fixed to the substrate with proper number of mechanical fixings( as per design/manufacturer specification)?
6. Have insulation boards been fitted to the wall so as to achieve even surface. ?
7. Have installers used plumb line for the surface line monitoring when fitting insulation boards?
8. Have all door frames and window frames been over lapped by insulation at a minimum of 10 mm in order to ensure of good sealing?
9. Has the insulation been flag cut at the corners of the openings ?
10. Has the insulation board at the corner of the opening been cut the way so none of its parts is narrower than 100mm, and 200mm in the case of Rockwool Insulation Board systems?
11. Were insulation boards additionally fixed to the substrate with proper number of mechanical fixings? (it must be remembered that different manufacturers/designers may recommend different fixing pattern for different systems. Method of Fixing is very often determined by bearing capacity and surface of the substrate. For most common method of fixings see MClarke Guidance Booklet Figure No. 6)
12. Wes adhesive applied with correct specified notch trowel (Rockwool System) ?
13. Was insulation applied on the proper side of the insulation board (Rockwool system)?
14. Has the wall been checked for straightness before mesh was applied?
15. Are down pipes on?
16. Has mesh been properly overlapped at joints?
17. Has the mesh been lapped over the top of the wall?
18. Have additional mesh reinforcement pieces been added to the insulation surface at four corners of the openings?
19. Have fire pin fixings been used in every board (and at least every square meter)?
20. Have two number of base coat been applied and sponged ?
21. Has all protection been done?
22. Is the wall suitable for application of the finish coat? (Weather forecast must be checked before application)
23. Is wall dry and free from bumps and hollows before application of Final coat?( must be checked with 2m straight edge)

D1. Insulated render/ Final Coat

1. Have colours of the final coat been confirmed ? Were drawings checked so as to make sure that proper colour of final coat has been applied?
2. Was specified primer applied evenly to the surface of reveals and walls?
3. Was final coat applied during suitable weather condition as specified by manufacturer?
4. Is the texture and colour of render consistent?
5. Were curing conditions maintained?
6. Were elements adjoined to render including: trims, sills, construction joints, opening frames, soffits, cappings etc. secured from dirt of adhesive, paints and top coat?
7. Has work area been left clean on completion?
8. Has plant used e.g. Cherry pickers and /or scissor lifts been cleaned, is plant ready for off-hiring.?
9. Have containers, tool boxes, mobile towers been checked for damages and prepared for collection before making request of off-hire?

PART E. GEBRIK PANEL SYSTEM. PREPARATION

1. Are conditions, access safe?
2. Have panels been checked on delivery? (It must be remembered that in the case when panels are bowed, it may be possible to adjust them by slicing/scratching the back surface of the panel when further adjustments are possible on the fixings)?
3. Were materials properly stored? (Materials must be covered when not in use - Gebrick panels may loose its shape when imposed to elements)
4. Is substrate dry , clean and free from defects.?
5. Have the operatives been provided with sufficient training in the specified system?
6. Have the operatives been given relevant drawings and details to complete the works.?
7. Is the wall substrate (CP Board surface) to correct line and level? This is of great importance as it would not be possible to make any adjustments to the levels during further stages of works I.e. Application of Gebrik panels.
8. Are sills, pods and flashings installed to the correct design details? Thickness, colour and width/depth?
9. Are Cills, pods, and flashings installed to suit correct location?
10. Have all vents, brackets, rainwater pipes been taken through the CP Board and sealed properly.?
11. Has the EPDM been installed to all vents, rain water pipes, louvre bracket fixing centres?
12. Has the correct and specified breather membrane been installed?
13. Has the breather membrane been dressed out and over horizontal flashings, pods and taped and sealed?
14. Has breather membrane been taped at vertical joints and overlapped by 300mm at horizontal joints?
15. Has breather membrane been taped at around all openings protrusions, as specified on the Reference Drawing D03 of MClarke reference booklet?
16. Have movement joints been maintained in the designed locations?

E1. Base track and Gebrick panel system.

1. Has the basetrack been fitted with appropriate fixings at 600 mm centres?
2.. Has the base track been set out in accordance with the datum prior to application of Gebrick panels.?
3. Has base track been set out in proper line and level?
4. Has a bead of PU foam been injected along the internal corner of the secured rail to prevent water ingress between the system and the rail.?
5. Have "Weep holes" been provided at base of wall where brick panel meets flashing/tray?
6. Has base track been spaced out using Starter track connectors?
7. Has the Gebrik Corner Piece been installed as a first element, which while combined with properly set starter rail sets a right angle for installation of the first row of panels?
8. Has the first panel been positioned on the starter rail, and tightly abutting the corner element panel?
9. Has 5mm joint been removed from the first course of panels so the brick edges sits on the rail?
10. Has foam been notched at the back of the first course to the depth of the rail to avoid a "bell" effect at the base?
11. Have panels been drilled through in prelocated fixings locations?
12. Has recommended adhesive/foam been used for fixing the panels into the substrate.?
13. Have panels been fixed into substrate with correct length and correct number of fixings as per specification. I. Panels installed on the elevation up to 10 m height fixed with 9no of fixings. II. Panels fitted at 10-18 m height to be fixed with 12no of fixings. III. Panels fitted over 18m of height to be fixed with 16 no of fixings.
14. Have fixings been fitted properly, not over tightened/under tightened . (If cracks are visible additional fixing must be used.)
15. Has specified/recommended PU Foam been injected to an abutment chamber using a system designed pistol applicator?
16. Were chambers fully filled at every vertical and horizontal abutment (foam should expand to (or out of) the pre-located openings across the top of the panels)?
17. Are panels and corners flat.? (fixings to be tightened if necessary, back surface can be scratched/sliced) ?
18. Have specified/recommended PU cutters and plugs been used, so as to make sure that facade is watertight?
19. Have abutments of the elements been stitched together with matching single brick slip glued into the location with specified adhesive, so as to stretcher bond pattern of bricks was achieved?
20. Has the glue been applied over the entire area of the brick slip?
21. Have all locations of fixings and abutments of the elements been pointed with recommended mortar, so as to traditional brick appearance was maintained?
22. Has the pointing been applied to a good standard?
23. Has pointing been applied with backing board at the edges of the panels so as to achieve straight and even edge of the panels.?
24. Have specified compressible sealant and additional flexible sealant been used at points where panels join Cills and frames of the openings?
25. Is here consistent distance between the Gebrick panels and frame/trim of the window( gap to be between 5-15mm)
26. Has backing rod/PU foam been fitted around the perimeter of the opening?
27. Has a bead of PU foam been injected along the top edge of the secured rail to prevent water ingress up and behind the system.?
28. Have perp joints been aligned as traditional brickwork ? (typically should be positioned half way between the brick immediately above and below)
29. Have all locations of fixings and abutments of the elements been pointed with recommended mortar, in order to maintain traditional brick appearance?
30. Have all gaps between the panels and window frames, trims etc. beet sealed with mastic.?
31. Is mastic free of cracks and slits?
32. Has area of the Gebrick panels been cleaned from the cement/mortar that was applied during the pointing.?
33. Is wall/façade ready for hand over and inspection?

PART F. TRESPA PANELS (Substructure/Timber Battens)

1. Are conditions, and access to the place of works safe?
2. Have applicators been trained in above cladding system?
3. Did operatives receive the drawings and specification of the materials that have to be used in the project?
4. Were timber battens stored properly?
5. Are timber battens as per specification? Are timber battens of proper size so as to allow fixings spaced 30mm from the edge of the board, or as per specification?
6. Have timber battens been installed at correct centres, using correct fixings.?
7. Have timbers been adjusted to correct line and level?
8. Are additional supports required around openings, if yes are they installed correctly?
9. Have margins around openings been installed consistently(gauge should be used)
10. Has insect mesh been installed correctly?
11. Has correct horizontal movement gap been left between the battens ?(at each floor)

F1. Cement Board(Trespa panels)

12. Are Cement/render boards fitted to the frame with approximately 12 stainless steel screws per m2.?
13. Is insect mesh properly joined with render boards.
14. Are cement boards joints tightly abutted?
15. Are cement board joints staggered.?
16. Were correct fixing used and at correct centres for mounting of the render boards?
17. Has movement joints been maintained at slab levels?
18. Have movement beads been fitted properly?
19. Have movement joint been filled in with specified/approved mastic?

F2. Trespa Panels

20. Are timber battens in correct width.? (It must be remembered that substrate battens into which two panels(ends) will be joined must be of at least 80 mm width)
21. Have the operatives been provided with sufficient training in the specified system ?
22. Has the operatives been given the relevant drawings and details to complete the works?
23. Have timber battens been cleaned and degreased using Sika Cleaner 205?
24. Have timber battens and Rainscreen panels (back side) been primed with SikaTack primer? (It must be noted that subsequent materials must be applied within 8 hours)
25. Has 3mm thick charcoal black double sided Tape been applied to the primed timber battens?
26. Has Sika Tack panel adhesive been applied to the inner most edge of the double-sided tape?
27. Has protection strip on the double sided tape been removed?
28. Have TRESPA panels been pressed firmly so as to ensure full contact with double sided tape.?
29. Are TRESPA panels positioned properly? (It must be remembered that panels have to be positioned within the time specified for bonding)
30. Have TRESPA panels been correctly fixed and secured to the timber battens.?
31. Are TRESPA panels square and plumb?
32. Are external angles, returns, and reveals plumb, true and square?
33. Is finished Trespa Rainscreen surface within specified tolerances?
34. Are TRESPA panels finished to correct line and level?
35. Has Insect mesh been fitted to all required locations?

PART G. NORCROSS PRO BOARD(Cement board for adhesively fixed ceramic tiles)

1. Are Norcross Pro Boards fitted to the substructure with approximately 12 stainless steel screws and washer per board?
2. Have fixing been fitted approximately 30 mm from the edge of the board ?
3. Have centres between fixing been maintained at 30-40 cm. ?
4. Has scrim tape been fitted at joints.?
5. Are boards pressed firmly against wall and butted tightly together with the vertical joints staggered?
6. Were correct fixing used, I.e zinged or galvanised with fixing washers?
7. Is substrate even and in straight line after installation of CP Boards( it must be remembered that surface of CP board must be straight, without any unevenness as it would not be possible to make adjustments with tiles)?
8. Has specified adhesive been applied over the Nocross Pro Board board?
9. Were corner and movement beads been installed as specified in system specification?
10. Have movement joints been sealed with specified mastic?

G1. Ceramic Tiles on Norcross Pro Board

11. Are tiles fitted at correct level and as per setting out drawing?
12. Are tiles fitted in correct pattern/bond as specified in the drawings?
13. Are tiles fitted with 6mm vertical and horizontal joints, were tile spacers used?
14. Was grout applied to the joints in proper manner, was it wiped down?
15. Are tiles cleaned down and ready for inspection?
16. Has work area been left clean on completion?

PART H. VITRABOND CLADDING(Concrete panel substrate-refurbishment)

1. Have the operatives been provided with sufficient training in the specified system?
2. Have the operatives been given relevant drawings and details to complete the works?
3. Is the wall substrate to the correct line and level?
4. Have correct type and number of fixings been used on Top Hats and Z Rails?
5. Have Top Hat and Z Rails fixings been torqued correctly using correct torque drill ( was the screw gun set at correct torque level)?
6. Have Top Hats been set in correct line, were proper packers used for adjustments? (Horse shoe shape should be used)?
7. Are top hats packed out not more than 30 mm.?
8. Have fixings of correct length been used, especially while fixing these top hats which are packed out 30mm away from the substrate?
9. Have Top Hats been set with rotating laser?
10. Has the Project Manager checked level with string line or laser?
11. Have holes been drilled with correct diameter drill bits to suit rivets?
12. Have Vitrabond panels been held tight against top hats and Z rails during fixing stage?
13. Have cladding panels been fully fixed and at correct centres?
14. Has cladding been stripped of protective film and cleaned before moving ahead?
15. Has cladding been hose tested?

Cladding. Alucabond Panels.

1. Have subframe brackets been installed in accordance with the subframe layout drawings?
2. Have T/L rails been fixed into brackets through specified holes, so as to permit thermal movement of the T/L-rail.?
3. Have thermal pads been installed behind brackets?
4. Have bracket fixings been torqued correctly using correct torque drill?( was the screw driver sat at correct torque)?
5. Have brackets been fixed at stud locations?
6. Have there been one fixed point bracket and two floating points brackets maintained per rail, or as stated on the brackets setting drawings?
7. Have movement joints been maintained where required? (Support rails should never span over the buildings movement joints)
8. Has 10 mm gap been maintained between the vertical rails? (Panels must never span rail joints)
9. Have Horizontal Suport Profiles (Top Hats) been fixed in accordance with the spacing indicated on the panel production drawings?
10. Have horizontal support Profiles (Top hats) been fixed to T-profiles with minimum 2 fixings/per connection?
11. Has a gap of 10mm been maintained between each length of horizontal Support Profile?
12. Have rails/top hats been set with rotating laser?
13. Has the Project Manager checked the level with string line or laser?
14. Has insulation been fitted as tight as possible?
15. Has insulation been mechanically fixed to the wall with correct number of fixings.?
16. Have fire pins been installed minimum one per board (and at least every square meter)?
17. Have all outlets, brackets, vents, edges of insulation board, joints etc. been taped up with silver tape?
18. (Has the cladding been hose tested?)
19. Have drilling holes in rail been made of proper size?
20. Have drilling holes in panels been made of diameter of proper/specified size, (centralising tool must be used as per Reference Booklet Drawing No. D04)
21. Has rivet spacer nose piece been used on all rivet guns? Rivet spacer nose piece as per specification Reference Drawing No. D05 (see MClarke reference booklet D05)
22. Have the panels been held tight against rails during fixing stage, especially at facets?
23. Has Flymesh been fitted at base and at cill location?

WIR Master Sheet

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PART. A SFS

A1. Cement Boarding and sealing.

PART. B. PREPARATION FOR RAINSCREEN CLADDING - THERMOWOOD/TERRACOTTA/GLASS ETC

B1. Flashing, pods, sills, trims

B2. Breather membrane

B3. Subframe settings and cassette panels installation.

Cassette Panels

B4. Insulation/Taping

PART C. FITTING OF RAILS (Trespa )

C1. Cladding installation Trespa

C2. Timber Cladding

C3 Glass and Stone tiles.

PART D. INSULATED RENDER

D1. Insulated render/ Final Coat

PART E. GEBRIK PANEL SYSTEM. PREPARATION

E1. Base track and Gebrick panel system.

PART F. TRESPA PANELS (Substructure/Timber Battens)

F1. Cement Board(Trespa panels)

F2. Trespa Panels

PART G. NORCROSS PRO BOARD(Cement board for adhesively fixed ceramic tiles)

G1. Ceramic Tiles on Norcross Pro Board

PART H. VITRABOND CLADDING(Concrete panel substrate-refurbishment)

Cladding. Alucabond Panels.

Related checklists

WIR Master Sheet

Free WIR Master Sheet Checklist

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Convert your paper checklists into digital forms

PART. A SFS

A1. Cement Boarding and sealing.

PART. B. PREPARATION FOR RAINSCREEN CLADDING - THERMOWOOD/TERRACOTTA/GLASS ETC

B1. Flashing, pods, sills, trims

B2. Breather membrane

B3. Subframe settings and cassette panels installation.

Cassette Panels

B4. Insulation/Taping

PART C. FITTING OF RAILS (Trespa )

C1. Cladding installation Trespa

C2. Timber Cladding

C3 Glass and Stone tiles.

PART D. INSULATED RENDER

D1. Insulated render/ Final Coat

PART E. GEBRIK PANEL SYSTEM. PREPARATION

E1. Base track and Gebrick panel system.

PART F. TRESPA PANELS (Substructure/Timber Battens)

F1. Cement Board(Trespa panels)

F2. Trespa Panels

PART G. NORCROSS PRO BOARD(Cement board for adhesively fixed ceramic tiles)

G1. Ceramic Tiles on Norcross Pro Board

PART H. VITRABOND CLADDING(Concrete panel substrate-refurbishment)

Cladding. Alucabond Panels.

Related checklists