Council archive · source document
4. Architectural Drawings · 51901.3604.02
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
rev date issued details
Working Drawings
A 28.10.19 NV Building Approval
1. General Notes 1. General Notes 2. Notes to External Windows and Doors 2. Notes to External Windows and Doors BALUSTRADES CLADDING
1.01 All shall be in accordance with the 1.14 All elements specified to be painted or 2.04 Timber window and door joinery shall be 2.10 Louvres generally shall be “Breezeway Altair” BAL-01 Deleted CLA-01 Shiplap with Cover Battens
accompanying drawings and to the powdercoated are to be in accordance with fabricated to details as shown on with “Stronghold’ system unless noted
satisfaction of the Architect. Architect’s final colour scheme. Architectural Drawings. otherwise. BAL-02 Glass Balustrade Horizontal shiplap profile cladding
Contractor to provide Architect 14 days 145mm x 15mm. Concealed fixings,to be
1.02 Figured dimensions take precedence over notice before the final selections are Timber shall be select grade of the species Blades shall generally be 152 wide where Frameless glass balustrade panels. 316 stainless steel generally. Where
scaled dimensions. Builder to verify on site required. nominated and kiln-dried. possible; 102 where fall protection is Rebated glazing channel or grout fixed visible face fixings are required use brass
prior to construction / fabrication. required. Refer Materials Schedule for blade connections to be confirmed by rose head ‘gripfast’ nails. Confirm with
For site painting generally apply 2 finishing All panels to be fully-prefinished to ALL types. contractor. Allow for minimal aluminium architect if unsure. Allow for sarking
1.03 All ground lines to be confirmed by Builder channel fixed to glass in lieu of handrail.
prior to construction. coats over recommended undercoat surfaces (including guide channels and any behind.
following appropriate priming of surface. concealed faces) prior to installation. 2.11 All fixings of windows and doors to be 316
1.04 Building set-out to be by licensed Surveyor, grade stainless steel. 1200mm above finished floor level (where Flashing and cappings: MTL-03
engaged by Builder. 1.15 All exposed fixings, plates, screws, nails and Finish: shall be as follows unless otherwise required for pool compliance).
the like to be 316 grade stainless steel 2.12 Stacking doors to stack so that they are flush
noted on the Door and Window Schedule - with the jamb when open, offering full egress Allow for DAR cover battens. Set-out as
1.05 Refer any discrepancies to the Architect for where appropriate or unless otherwise “Cutek” timber preservative oil (selection as Allow for 42x42 WD-01 in liu of powder per architectural drawings. Size to finish
written instruction. noted. Structural connections shall be as opening. coated aluminium channel.
specified on Door and Window schedule) flush with datum external face.
Engineer’s Drawings. Use dome head or applied in accordance with Manufacturer’s 2.13 Fall protection: where window or door (Detail to match Stage 1 Podium
1.06 All work and materials shall be in
countersunk fixings (as appropriate) directions. Ensuring the following conditions: openings are on a floor more than 2000mm balustrade) Type: WD-02
accordance with the Building Code of
wherever possible. Ensure separation of - wood to be clean and dry, with an above the adjacent surface below, and the Finish: No finish - weather naturally
Australia, the relevant Australian Standards,
different metals via rubber, neoprene equilibrium moisture content of no higher lowest openable portion of the window or Glass to comply with AS 1288 and
the applicable codes and regulations of the
gaskets, sleeves and/or silicon joins. than 17% and moisture gradient of less than door is less than 1700mm above that floor, relevant wind loading; CLA-02 Painted FC sheet with CFC Battens
destination country and local council’s
1% the window or door shall be protected in Glass colour: clear
requirements. Any discrepancy or ambiguity 1.16 All roofs to be insulated to R4.1 and all
- Do not apply Cutek to exterior timbers if it is accordance with BCA 3.9.2.5 Prevention of 1x 7.5mm Cemintel Base Sheet + 1x
shall be referred to the Architect for written external walls to be insulated R2,5 CEILINGS AND SOFITS
likely to rain within 24 hours of applying. Falls. 16mm thick fibre cement Fyrchek
direction.
1.17 All of the works to be in accordance with the - Apply first coat to all faces Gyprock with 24mm CFC battens. Width
CLG-01 Deleted
recommendations as set out in the ‘Bush 2.14 Insect / fire screens shall be “Crimsafe” to finish flush with tile datum external
Specific attention is drawn to the following - Allow first coat to dry completely. Second
Fire’ Threat Assessment’ AS3959-2009 - coat may be delayed up to three months woven stainless steel, unless noted CLG-02 Deleted face below. Set out of fins/over battens
elements which must comply with the otheriwse.
Construction of buildings in Bushfire prone with no detrimental effect to the efficacy of to be confirmed. (set out of joins to be
relevant Codes and Standards: CLG-03 Exposed Concrete
areas - BAL. the coating provided by architect prior to
- Termite treatment 2.15 Door and window hardware shall be as noted
construction).
- Stormwater discharge - Apply second coat only to exterior face only within the Door and Window Schedule Underside of new Class 1 slab above.
1.18 Ensure alignment with 2400mm and
- Watersaving plumbing fixtures - Rubber or silicone based glues or sealants Off-form finish, smooth face formwork.
2700mm datums. refer any discrepancies to Wall to be built as the tested system
- Smoke alarms must not be applied BEFORE timber finish Square edges with no fillets. V drip groove
the architect fro written instruction. 2.16 All external windows and doors are to be CSR5623 (Redbook 2018) to comply
- Energy efficiency requirements is applied. All timber must be completely to all external soffit edges. Formwork
finished and dried prior to assembly and keyed alike with the entry door. with NCC C2.7 and achieve 90/90/90
- Bushfire mitigation measures 1.19 If in doubt please ask! sheet setout TBC
glazing FRL
- Insulation 3. General Notes to Electrical Works
2. Notes to External Windows and Doors Finish: Water and UV resistant clear matt
1.07 Any proposed changes to materials, Colour: shall be as Architect’s material Finish: PT-02
2.01 Door and Window Schedule shall be read in Refer to Light and Electrical Schedule penetrating sealer to manufacturers
finishes, colours etc from those specified reference.
conjunction with Archi.ectural Drawings Any specifications. CLA-03 Deleted
must be approved by the Architect PRIOR to 4. General Notes to Plumbing Works
ordering. variations from this schedule must be notified 2.05 ALL WINDOW AND DOOR DETAILS ARE TO CLA-04 Deleted
to the Architect prior to ordering BE CONFIRMED WITH NOMINATED Refer to Light and Plumbing Schedule Colour: Natural
1.08 The Client recognises that unauthorised SUBCONTRACTOR PRIOR TO DESIGN
changes to the project are not the 2.02 All doors and windows shall be fabricated to CLG-04 Wet Areas Ceiling
FABRICATION. Advise Architect if a non-
responsibility of the Architect and releases suit the required Wind Loading and Impact typical section is required for any particular
loading where required. Refer to Structural 6mm FC on battens, fixed direct to DOWN PIPES
the Architect from any liability arising from item.
Engineering Drawings for wind loads. underside of timber framing above.
the construction, use or result of such DP-01 100mm Diameter Down Pipes
2.06 All dimensions ot be be checked on site prior Flush join sheets throughout.
changes.
2.03 Aluminium window and door joinery shall be to manufacturing. Square set perimeter throughout.
commercial /architectural series sections; Colorbond downpipe 100mmØ 0.48
1.09 All work referred to in this schedule is by
narrowest possible profile to be used. 2.07 Window & door sizes are nominal. Contractor Finish: PT-01 base metal thickness (BMT). Allow for
Builder, unless noted otherwise. Work noted
Proposed series to be approved by Architect to ensure windows and doors are fabricated double downpipes where required.
by “Joiner” or other specialist contractor is
to be attended upon by the Builder. prior to ordering. to match constructed framing / surround CLG-05 Fire Rated Ceiling
dimensions and allow for packing out of walls Finish: PT-07
1.10 No material, finish or item used in the Finsh: shall powdercoat, unless noted to accommodate door / window frame Ceiling to be built as the tested system
project may include any asbestos or depths. CSR6440 (Redbook 2018) to comply FLOORS
otherwise. Powdercoating shall be “Interpon
hazardous or toxic substances or materials. D2015” series applied by an authorised with NCC - C2.7 and achieve 90/90/90
FLF-01 Stone Tile on New Concrete Slab
fabricatotor. Colour shall be as Architect’s All door sills to be set down where possible FRL
1.11 All materials, adhesives, applied finishes and
material reference. (unless noted otherwise). Builder to allow for New concrete slab as per Engineers
other chemical based products such as Flush join sheets throughout.
set down to concrete slabs where possible to Drawings and specifications. Laid to falls
paint systems should be “0 VOC” unless Square set perimeter throughout.
ensure all doors opening onto external as shown.
otherwise approved by Architect.
spaces finish flush with internal finished floor
1.12 All materials and products incorporated into level. Finish: PT-02 lounge area
Tile: T-01
the works shall be fit for purpose and PT-01 laundry
installed in in accordance with Note: Scheduled door heights do not allow FLF-02 Steel Troweled Concrete
SOF-01 Soffit Type 1
manufacturers instructions to comply with for set downs.
warranty obligations. Copies of all relevant New concrete slab as per Engineers
2.08 Contractor to ensure that all window & door Underside of Class 2 slab above.
warranties shall be supplied to all Drawings laid to falls as shown.
head heights are at a single RL datum across Off-form finish, smooth face formwork.
contracting parties. Square edges with no fillets. V drip groove
the entire building, unless noted otherwise . Colour: Natural grey with standard
Notify Architect if this requires any full height to all external soffit edges.
1.13 All timber, including bamboo, must be FSC aggregate.
(Forest Stewardship Council) Certified or doors or windows to be non-typical height
Finish: PT-01
recycled. Rainforest timbers are not to be Finish: Steel troweled - Water and UV
2.09 Glazing types and thickness are all to comply
used. Copper Chrome Arsenic (CCA) treated resistant clear matt penetrating sealer to
with AS 1288.
timber is not to be used. All timber shall be manufacturers specifications.
Generally to be “Veridian” ‘Comfort Plus’ in
kiln-dried or seasoned (certificates to be
colour “Clear” unless noted otherwise.
provided) unless prior approval of Architect Slip resistance suitable for commercial
Where safety markings are required, provide
is sought. application.
surface transfers only in accordance with the
Standard.
Generally avoid safety markings.
a: suite 6, 8 kingfisher drive, peregian beach, qld 4573
p: (07) 5471 3033 Culgoa Resort Stage 2 - Entry Alteration Scale @A1
sparks architects www.sparksarchitects.com
5 Quamby Pl, Noosa Heads QLD 4567 Culgoa Point Beach Resort 106 NV Materials and Finishes Schedule WD 1.2
sparks architects pty. ltd. abn 89 124 611 721
qld architect's registration No. 3974 project client job no. drawn drawing dwg no.
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