Title Page
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Site conducted
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Conducted on
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Prepared by
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Location
ITP AFS bullet masonry
Quality systems
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Is the test inspectionplan relevant to AFS Installion
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Has the concrete been poured and tested as per relevant documentation
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Safety systems
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Is the site teams aware of the SWMS for AFS LOCIGWALL
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Is the site team following the processes within the SWMS for AFS LOGICWALL installation
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Have all workers signed the the SWMS for AFS LOGICWALL installation
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Does the concrete supply and pumping reflect site tasks and risks
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Are the installers wearing correct/adequate safety clothing ie hard hats hi vis work boots
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ITP building specifications- shop drawings
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Check shop drawing floor plans against architectural plans fornser out
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Check structural steel reinforcing detailing for AFS walling and nominate specs against relevant walls on shop drawing floor plan layout for installation
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Have pallets veen landed in correct position locations
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Is there any damage to panels prior to delivery being accepted
Site preparation
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Are there surveyor points for all walls on relevant floor plan
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Have braces been procured and manufactured as per the design specs and SWMS
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Have all critical elements been ordered, confirmed with client and delivered ready for installation? Including all fixings glues, screws. Fire doors, AFS panels, AFS concrete mix design?
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Is concrete as per project structural engineers specs and AFS requirements for slump
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Does the concrete pumping company have equipment that is fit for purpose? See AFS installation manual
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Do site teams have sufficent power tools which is fit for purpose
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Do all site members have the required hand tools
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Are there enough strongbacks for lintels and anywhere to support for straightness and openings greater than 1.4m and greater than a depth of 400mm
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Are fire door openings propped and ready for installation before or after concrete?
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Does the install team have the correct ahop drawings and reinforcement mark ups?
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Does the set out match the AFS panel shop drawings
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Does the install team have the current window reveal opening schedule
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Is the pm/supervisor aware of the current program for works
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Are starter bars in the correct layout and location ready for installation of AFS panels
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Are check measures in place to verify if formwork set downs are in correct positions as per drawings
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Have site instructions and variation notices been recevied?
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Installtion of AFS Logicwall Panels
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Walls are straight, square and plumb, within relevant tolerance as per the AS3610 and AS2589 : Level 4 finish?
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Are all corners sqaure and plumb
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For corners caps are relevant brackets fixed at 400mm centres to avoid deflection during concrete pouring
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Are door openings plumb and adequately propped and braced
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Vertical and horizontal reinforcing steel compliant with engineers specification
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Bracing is properly applied to every join corner and header as per standards
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All t junctions are installed correctly and adequately braced
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All corners joints and end caps are glued screwed and braced adequately
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Strongbacks /whalers applied where necessary
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All deviation joints of panels have been bought flush with a cleat to meet AS3600
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All wall penetrations have been checked and are secure (if part of scopes)
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Concrete core fill pre pour
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Are all required tools onsite inc shovel trowels brooms scraper vibrator
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Is there a trowel for finishing parapets and window sill
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Are all gaps breaks areas pacthed up prior to pour
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Is there adequate tools incase of panel failure
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Has the pump operator inspected the site and provided a fit for purpose pump
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Has the pump operator preformed all saftey checks
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Has delivery docket of concrete onsite been confirmed to be correct afs mixture required with correct slump
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Has there been a tester to provide a slump test in accordance with the installation guidelines
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Has the correct flow rate been considered for the type of pour starting
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2 people minimum tapping panels on each side where possible,
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Is there a extra person to keep an eye on the external side of panels where a tapper cannot safely reach
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Pour heights at 1.5m continuous pour sequence before topping up
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Gel time between passes are being adhered to in accordance with installation manual
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Does pour sequence accomodate filling the window sills in the first pass
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Ensure all braces are in place and fixed to panels and slab as per logicwall design guide
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Concrete core fill post pour
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Are walls straight sqaure and level
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Has all concrete spill and leaking be cleaned off panels
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Ensure door frames have remained plumb and in wind through pour
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Have all window sills and parapets been topped up and trowel finished
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Ensure all braces remain until slab above has been poured or 28 days as per manual
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Has pre pour patching been stripped and cleaned away
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Wall to be checked for voids and finished as per AS3600
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Have all protruding scress been hit flush
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Have all peaks in horizontal joints between wall to wall connections been ground or flushed out and left at an acceptable standard
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