A1 Transition
strip between new deck and existing mezzanine to be aluminium chequer
plate, screwed and plugged to existing concrete floor.
A2 Drawings
to note removal of existing mezzanine handrail.
A3 Show low
level lights on timber upstand adjacent to transition strip
A4 Allow PC
sum of $10,000-00 for supply of light fittings to zone A
A5 Contractor
to allow for switching and wiring of 34no lighting positions from DB
position nominated by The Pier Marketplace
A6 Specify
type of species for timber flooring
A7 Slump perspex
top rail to be 12mm Acryzone manufactured by:-
Hamilton Australia
37 Curtin Avenue
P.O.Box 206
Hamilton
Queensland,
4007
Fixings to newell
posts to be combination of stud fixing on deck side and sleeve nut on
mezzanine void side. Finish to be as newell posts.
Studs to be 35mm
diameter as distributed by:-
Mother of Pearl
Trading Pty Ltd
34-36 McLachlan
Avenue
Rushcutters
Bay
NSW, 2011
Type 1.3731
or equal approved
Sleeve Nuts to
be M6 with SW4 hexagon socket as distributed by:-
Hafele Australia
Pty Ltd
Unit 1, 12
Selhurst Street
Coopers Plains
Queensland,
4108
Ref:031.53.165
complete with threaded pin
A8 Newell posts
are part of structural steel NSC and specified as powdercoated – final
finish could be:-
- Shot blasted
and lacquered
- Waxed rust
A9 Stainless
steel wire to balustrade to be grade 316 and supplied complete with
ss sprung turnbuckles at end of each straight run of wire. Wire to pass
through intermediate posts, intermediate posts to be provided with ss
ferrules. Fixings on end posts are to be 6mm flat plate tangs welded
in position. Note on drawings.
A10 Note dry
bar top to be granite. Show support framing on sections drawings.
A11 Allow PC
sum of $16,000-00 for ‘Internet Café’ desking
A12 Contractor
to allow for supply and wiring of 16no 10a GPO’s from DB position nominated
by ‘The Pier Marketplace’
A13 Note that
no top channel is to be provided to glass panels of balustrade, patch
plate to be provided at central junction of glass panels
A14 Show timber
edging at junction of timber flooring and timber upstand to high level
decks.
A15 Contractor
to allow for supply and wiring of 5no double 10a GPO’s on exposed mezzanine
channels from a DB position nominated by ‘The Pier Marketplace’. Show
positions on plan.
A16 Contractor
to allow for supply and wiring of 2no double 10a GPO’s at each waiter
station positions from a DB position nominated by ‘The Pier Marketplace’.
Show positions on plan.
A17 Supply
and erection of all steel framing to be by NSC, main contractor to allow
for attendance.
B1 Painting
of walls, columns and ceilings will not form part of the contract.
B2 Steel framing
to be by NSC and will be powdercoated in white, main contractor to allow
for attendance.
B3 Ceramic
floor tiling and skirting will not form part of the contract.
B4 Note on drawings
- ceiling is 13mm and not 10mm plasterboard.
B5 Note on
drawings - retain 2no. existing balcony stormwater outlets and sealing
of 6no.
B6 Note on
drawings - on elevation note glazing between twin 150 x 100 framing
B7 Omit high
level fixed glazing on end walls?
B8 Removal of
grilles and sealing of ductwork at high level above existing glazing
on grid B2 will be carried out by ‘The Pier Marketplace’. Main contractor
to allow for cladding bulkhead in 13mm plasterboard, painting to be
by others.
B9 main contractor
to allow for making good and whitesetting of existing columns on grid
B2, painting and decoration of columns to be by others.
B10 Allow
PC sum of $5,000-00 for supply of light fittings to zone B
B11 Main contractor
to allow for switching and wiring of 18no lighting positions from DB
position nominated by The Pier Marketplace
B12 Note on
drawings – Note that polythene membrane is to be taped and sealed at
all joints
B13 Roof flashing
at junction with existing building to be provided with profiled corrugated
foam infill and flashing scribed to roofing. Draw enlarged detail.
B14 Paint system
and sealer to FC sheet externally to be as specified by Taubman’s or
equal approved.
B15 Discuss
option of providing speed bracing to all bays on top of purlins with
structural engineer in lieu of exposed bracing to end bays as currently
designed.
