Reference panel for Assembly Hall rebuilt with stretchers over hit and miss now built frog-down
High level rubbed reds to Otway gable end
Chimney demolished- to be rebuilt
Good bricks to be retained for other repairs to Otway
Special corner bricks for reference panel from Ibstock- cut and glued with Epoxy- not thrown
Special corners for relief work sample- assembly high level
Ditto
Areas requiring packing in Otway- where new steelwork inserted for Chimney A
Roof truss does not align with retained pier GL G
GL E high level- Hutton to propose method, HRW to advise
Damp proofing to column stanchions
GL F high level- Hutton require instruction to underside of rafters
Otway gable ends clash- requiring short section of valley/ flashing detail and hopper. CVA to forward.
RIW LAC application reveals imperfections in slab- CVA to advise if Acceptable to RIW requirements
Corner detail GL Q 14- leading edge support of steel insulated panel to be confirmed/ support for gutter
Ditto
Ditto GL Q 16
Hutton still to confirm status of slab GL D- if not 20mm allowance will require cutting back
Omnia high level- grouting only to supporting edges- Hutton to follow with remainder/ gaps where not spanning
Ditto
CVA to confirm brick corbelling detail GL D7- alongside position of steel to link
Large chimney GL 1 under construction- still requires openings to be cut in block
No comments:
Post a Comment