Title Page
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Document nr
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Description QA
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Site conducted
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Date
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Site Location
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Prepared by Manager
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Client Name
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Other Commnets
QAC-Inspection Checklist
- Location
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Location-Building-Elevation-Zone-Floor-Grid Line
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1. Subcontractor Name, CSCS Card,RAMS
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Add signature
Other Comments
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2. Linked Drawings & Details Drawings used BTS_XX_DET_TBS , Data Sheet & installation guide checked
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Refer to ALTER EGO drawings:<br>WARD-AE-DR-XCL-40- 2201.1 / 2207<br>WARD-AE-DR-XCL-40- 4201 / 4244.7
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3. Cortex 0520FR Breather Membrane 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
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4. C`Channel & Top Hat fixed to SFS studs, GL/Datum; fixings to spec, max 600mm centres
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5. SINGLE BRACKET FIXED BACK TO SFS/CONCRETE WALL ,Intermediate Vertical Rail
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6. Intermediate Vertical Rail ,F34 - T-RAIL ALUMINUM CARRIER VERTICAL RAIL 100x60x3mm - BY ALTEREGo
Other Comments
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F4A - SSB-5-160 5 mm SINGLE/WINDLOAD BRACKET - BY ALTEREGO, FIXED BACK TO SFS/CONCRETE WALL USING 2NO.FX1 / 1NO.FX2 WITH THERMAL ISOLATOR PAD
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F4B - SDB-5-160 5 mm DOUBLE/DEADLOAD BRACKET - BY ALTEREGO<br>FIXED BACK TO SFS/CONCRETE WALL USING 3NO.FX1 / 1NO.FX2 WITH THERMAL ISOLATOR PAD<br>
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F5A - SSB-6-200 6 mm SINGLE/WINDLOAD BRACKET - BY ALTEREGO, FIXED BACK TO SFS/CONCRETE WALL USING 2NO.FX1 / 1NO.FX2 WITH THERMAL ISOLATOR PAD
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F5B - SDB-6-200 6 mm DOUBLE/DEADLOAD BRACKET - BY ALTEREGO<br>FIXED BACK TO SFS/CONCRETE WALL USING 3NO.FX1 / 1NO.FX2 WITH THERMAL ISOLATOR<br>
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F17A - STAINLESS STEEL SINGLE/WINDLOAD BRACKET SS B 200x65x5 mm 135°, ONTO SFS USING FX1 - BY ALTEREGO WITH THERMAL ISOLATOR PAD, LOCATION WEST ELEV. Level L01, PANEL 'W1.39'<br>
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F17B - STAINLESS STEEL DOUBLE/DEADLOAD BRACKET SS B 200x65x5 mm 135°, ONTO SFS USING FX1 - BY ALTEREGO WITH THERMAL ISOLATOR PAD, LOCATION WEST ELEV. Level L01, PANEL 'W1.
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F8A - STAINLESS STEEL SINGLE/WINDLOAD BRACKET SS B 130x40x5 mm 90°, ONTO CONCRETE USING FX2 - BY ALTEREGO WITH THERMAL ISOLATOR PAD
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F8B - STAINLESS STEEL DOUBLE/DEADLOAD BRACKET SS B 130x40x5 mm 90°, ONTO CONCRETE USING FX2 - BY ALTEREGO
Fixings
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7. FIXINGS SPECIFICATION<br>FX1 - EJOT JT3-6-5.5x50 OR SIMILAR (ONTO SFS) - BY OTHERS<br>FX2 - ANCHOR BOLT FAZ II R M8 - 60 OR SIMILAR (ONTO CONCRETE) - BY OTHERS<br>FX3 - EJOT JT3-6-5.5x25 OR SIMILAR (SS WASHER IF REQUIED) - BY OTHERS<br>CLADDING SPECIFICATION ONTO SFS / CONCRETE<br>1. 15mm THICK ALTEREGO GRC PANEL<br>F4A - SSB-5-160 5 mm SINGLE/WINDLOAD BRACKET - BY ALTEREGO<br>F4B - SDB-5-160 5 mm DOUBLE/DEADLOAD BRACKET - BY ALTEREGO<br>FIXED BACK TO SFS/CONCRETE WALL USING 2NO.FX1 / 1NO.FX2 WITH THERMAL ISOLATOR PAD<br>FIXED BACK TO SFS/CONCRETE WALL USING 3NO.FX1 / 1NO.FX2 WITH THERMAL ISOLATOR PAD<br>F35 - 5 mm THERMAL PLASTIC ISOLATOR PADS - BY OTHERS<br>FX4 - EJOT JT3-6-5.5x25 OR SIMILAR (LOCKING SCREW) - BY OTHERS<br>FX6 - CAST-IN BOLT M12 A2 - BY ALTEREGO<br>FX7 - CAST-IN BOLT M10 A2 - BY ALTEREG<br>
Support Frame Other Comments
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8. Insulation, Rainscreen Duo Slab 190mm Insulation Rockwool Duo Slab U-Value 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<br>Insulation fixed with; Fixfast DF3-SS-HT-5.5 x 225 and with SF-P-SS-70-D ss washer for central fixings & SF-T-75x25 washer for perimeter fixings. U Value provided:0.19 W(m2K) U Value 190thck Insulation: 0.18 W/m2K<br>U Value 140thck Insulation: 0.21 W/m2K
Other Comments
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9. Cavity Barriers Note;<br>Vertical Cavity Barriers<br>30min. - Siderise RV 90/30<br>60min. - Siderise RV 90/60<br>120min.- Siderise RV 120/120<br>Horizontal Cavity Barriers:<br>30min. - Siderise RH25 90/30 with OSCI cassette insert<br>60min. - Siderise RH25 60/60 with OSCI cassette insert
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10. VFB-RV CAVITY BARRIER MUST take priority over RH<br>Install abutting cavity barriers tightly together making sure there are no gaps. - Inspection of vertical cavity barriers (FB) FULL FILL CAVITY BARRIER TO SUIT CAVITY 10 mm compression check project spec. Brackets RV Method 1, 1. Bend Brackets set at 600mm 2. Fix to wall 3. Install RV must penetrate the firestop by 75% at mid thickness, using non-combustible fixings at 600mm centres, Making a small incision at bracket locations is required
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11. HFB-Horizontal Cavity Barriers - check project spec, Min 25mm Ventilation GAP and max 44 mm gap, Min 2 fixings brackets, max 200mm from the edge and max 400 cntrs between. <br> 3 Brackets are required per length, with nominal 400mm centres.<br>2 brackets are required per length between 100mm and 800mm.<br>AVOID lengths less than 100mm.
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12. Windows Cills & Flashings Aluminium Cleat Support,Aluminum Retainer Cill Bracket 3 mm thick– B#Insect mesh @ Bottom & Top of the Cladding - check project spec B# Aluminium PPC: Jamb Closer, PPC Ventilation,Corner , Drip flashing – project spec
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13. Aluminium Window Cill PPC
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14.Copings ,Brackets ,Fixings installed to spec
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EGO-01H ALUMINIUM CARRIER RAIL ,F33 - EGO-01H ALUMINUM CARRIER HORIZONTAL RAIL AW-6063 T6 - BY ALTEREGO
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Alter Ego Glass-15 mm fibre Reinforced Concrete (GRC) Colour: Deactivated Polar White, 10 mm gaps ,Locking Screw ,EGO-01H Aluminium Carrier Rail, Aluminium Hanging Clasp, FIXING SCREW,FX6 - CAST-IN BOLT M12 A2 - BY ALTEREGO.Fire Rating Class A2, s1, d0 - According to GRCA - Tolerances AND Test According to GRCA
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Locking Screw Inspection
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F32 - ALUMINUM HANGING CLASP AW-6063 T6 - BY ALTEREGO FIXED TO THE GRC PANEL USING 1 NO. FX6/FX7
Other Comments
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Pictures
Other Comments VO, RFI ,SI , Delays
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Additional Details , Instruction , Variation ,Delays....
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Date Open for Comments , Variation , Delays , Instruction
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Date Closed for Comments , Variation , Delays , Instruction
Handover
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Further to our site inspections and quality control inspections, we can confirm that the installation at the above-noted project is in accordance with the project and the manufacturer's installation guidance. <br> 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 the 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. Inspection conditions Guidelines for Glass Quality.1.1 For general applications quality inspection is routinely carried out by the visual observation that is looking through the glass in normal incidence (i.e. at 90 degrees to the glass surface). In line with the Glass and Glazing Federation (GGF) and CWCT Guidelines, the glass shall be viewed from a distance of not less than 3 metres away. The use of strong lamps and/or magnifying devices is not allowed. It is not permissible to find defects at close range and then mark them so as to be visible from the given viewing distance.
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On behalf of Build Therm (name)
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On behalf of Main Contractor (name)