Council archive · source document
4. Architectural Drawings · 51901.3604.02
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rev date issued details
Working Drawings
A 28.10.19 NV Building Approval
Working Drawings Drawing Schedule
New Entry & Associated Works 1 Plans 9 Perspectives
1.1 Title Sheet A 9.1 3D Perspective A
1.2 Materials and Finishes Schedule A
Culgoa Point Beach Resort at 1.3 Materials and Finishes Schedule A
10 Extras for BA
1.4 Materials and Finishes Schedule A 10.1 Fire Protection A
1.5 Site Plan A
5 Quamby Pl, Noosa Heads QLD 4567 1.6 Demolition Plan 1:200 A
1.7 Ground Floor Plan A
1.8 First and Second Floor Plan A
Date: Monday, 28 October 2019 1.9 Roof Plan A
2 Elevations
2.1 Elevations Sheet 1 A
2.2 Elevations Sheet 2 A
3 Sections
3.1 Sections A
5 Schedules
5.1 Door and Window Schedule A
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 Title Sheet WD 1.1
sparks architects pty. ltd. abn 89 124 611 721
qld architect's registration No. 3974 project client job no. drawn drawing dwg no.
GSPublisherVersion 443.1.1.0
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Section 2
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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.
GSPublisherVersion 443.1.1.0
Section 3
rev date issued details
Working Drawings
A 28.10.19 NV Building Approval
FLOORS HANDRAILS MTL-02 Fabricated Window and Door MSC-02 Braille Signage MSC-06 Timber Seat PAINT
Hoods.
FLF-03 Existing Concrete Slab HR-01 Handrail PT-07 Exterior Doors, windows and metal
PWD Bathroom Door: Seat battens 60 x 32mm. Fascia
Aluminium flat plate window and door member 100 x 32mm. 80 x 32mm goods
Existing concrete slab to be prepared as Custom 40mm diameter stainless steel hoods. Allow for horizontal hood and ‘Unisex Toilet RH’ Vertical members. Back rest members
required and tiled over. handrail. Finish: Powdercoat
vertical blades where noted on to comply with AS1428 200 x 32mm, dome head anchors to
drawings. by www.brailletactilesigns.com.au block work. fixings and outrigger Colour: Dulux Zeus Black Matt
Adjacent elements to make good as Refer to Architects Drawings for extent. supports ref. struct. eng. SS square
required. Details to be discussed with architect prior Warranty: Minimum 20 year warranty.
Aluminium thickness as required. Refer Font: Neutra Textbook drive fixings.If required allow for 32mm
to manufacturer. to Architects Drawings for locations. Colour: White letters on black dia, powder-coated aluminium legs.
Finish: T-01
Details to be confirmed with architect background (confirm seat set-out with architect) PT-08 Exterior Steel
Refer to stair detail drawings. prior to manufacturer.
FLF-04 Deleted
Finish: WD-01 Exterior grade 3 Coat Epoxy International
FLF-05 Deleted Finish: 316 grade stainless steel MSC-03 Gate Control
Finish: Powdercoat Paints Coating system:
MSC-07 Timber Seat (no backrest)
Colour: PT-07 1st coat: Interplus 1180 to 150 microns
FLF-06 Driveway Must comply with NCC and Allow for:
AS1428.1-2009 requirements MTL-03 Metal Flashings Generally Seat battens 60 x 32mm. Fascia DFT
Paving: Adbri Masonry BIPAVE 80. 1.1 Offsite/remote gate control member 100 x 32mm. 80 x 32mm 2nd coat: Interthane 990 to 75 microns DF
INTERIOR LININGS Roof, Walls, Doors and Windows, 1.2 Keypad operation Vertical members. fixings and outrigger 3rd coat: Interthane 990 to 75 microns DFT
Colour: Natural Cement Custom folded gutters. 1.3 Exit ground sensor function supports ref. struct. eng. SS square
LNG-01 Painted Plasterboard Warranty: Minimum 10 year warranty.
Squash folded flashings 1.0 base 1.4 Exit push button drive fixings.If required allow for 32mm
Finish: Water and UV resistant clear matt metal thickness (BMT). Typically 1.5 Drive motor to suit weight dia, powder-coated aluminium legs.
10mm thick plasterboard flush set. Use Colour: Dulux Zeus Black Matt
penetrating sealer to manufacturers flashings will be made to suit and are (confirm seat set-out with architect)
specifications. plastic rendering angles and stop ends or not proprietary (concealed fixings Control Bollard: Leda Security -
POND
discuss alternative with Architect prior to generally). Designer Series Rectangular Card Finish: WD-01
Structural slab under as Engineers installation. (allow for wet-area where Reader POND Water Feature
Drawings laid to falls as required. Finish: Powdercoated - Permalite Ref: CRB216B MSC-08 Bollards
required)
Colour: PT-07 Finish: Powdercoated black General arrangement as Architects
FLF-07 Parking 90mm dia black painted steel bollards
Square set ceiling junctions Drawings. Builder to allow for pumps and
SAG-01 Supply air linear bar grill Keypad on bollard: KP-01 (reflective ring)
Paving: Adbri Masonry TURFGRID. filters as required. Must have bubbles.
Laid to falls as shown. Allow for 1x 600mm brass spitter blade.
Finish: PT-01 Slimline flangeless aluminium grill. Locations as shown on Architects Finish: PT-08
Finish: Water and UV resistant clear matt Allow for pond 3x underwater lights per
Skirting: SKT-02 3mm bars set into reverse angle frame. Drawings.
penetrating sealer to manufacturers MSC-09 Services lid pond.
Mitred junctions. Locations as shown
specifications. LNG-02 Painted Fibre Cement on Architect’s Joinery Drawings MSC-04 Water Craft Rack Type 1
Squared paver infill lid Provide overflow drainage as req.
Pebble Infill: 12mm PBL-01 9mm thick fibre cement flush set. Use Supplier: Holyoak Industries Wall hung prefabricated 316 stainless
ACOACCESS Pebbles: PBL-01
plastic rendering angles and stop ends or steel kayak racks, horizontal 32mm
Sample to be provided for approval. Finish: White on white walls. Black on CHS welded to a 70mm stainless Steel Urbanfil Tilermate (shallow pan access
discuss alternative with Architect prior to Waterline Tiles: T-01
Black walls/Timber. Confirm detail with vertical plate, thickness as required. covers) 85mm depth
installation. Refeer to Architects Drawings for
Builder to allow for parking, dot markers Architect prior to manufacture. Screw fixed to block wall. Set out TBC RENDER
fixed to pavers (setout TBC with Square set ceiling junction Fixings, to be 316 stainless steel locations.
Architect).allow for precast concrete wheel MISCELLANEOUS ITEMS generally. Single part REN-01 Render Finish
stops. to all proposed parking bays. Allow for recessed square wall edge trim to Allow for foam sleeving and stainless Allow for substrate as required
MSC-01 Resort Signage
separate wall lining from concrete datum steel locking cable. Rockcote Smooth Set render over new
Bollards MSC-08. Refer to Architects Dimensions TBC concrete blockwork. Allow for acrylic
Entry Signage:
Drawings Finish: PT-02 Paddle racks wall hung prefabricated based polymer to match where required.
Structural slab under as Engineers 316 stainless steel kayak racks, Insert to match floor finish:
PT-01 (laundry only) Custom 8mm thick Aluminium Letters
Drawings laid to falls as required. TBC horizontal 25mm CHS welded to a FLF-06 (driveway) Finish: Plastic float
LNG-03 Painted Fyrchek FC with opal backlit letters to match. Refer FLF-01 (walkway)
to detail D4 for quantities 70mm stainless Steel horizontal plate,
PBL- 01 Garden pebbles thickness as required. Colour: Paint finish PT-01
16mm thick fibre cement Fyrchek PAINT
Font: Neutra Textbook Screw fixed to block wall. Set out TBC
Mary River Pebble 12mm mixed with Gyprock flush set. Use plastic rendering Fixings, to be 316 stainless steel REN-02 Render Finish
PT-01 General
20-40mm. (builder to allow allow for generally.
angles and stop ends or discuss alternative Details to be confirmed with architect
drainage under as req)Pebbles by Rockcote Smooth Set cement render over
with Architect prior to installation. prior to manufacturer. Exterior grade acrylic paint, satin finish.
landscaper new concrete blockwork. Allow for acrylic
Square set ceiling junction Internal grade where applicable. based polymer to match where required.
MSC-05 Deposit Safe
Pebble section to be confirmed with Finish: PT-07
landscape architect. Sample to be Allow for recessed square wall edge trim to Colour: Resene Black White N93-005-100 Finish: Plastic Float
CMI Mini Deposit Safe DEP2D
provided for approval. separate wall lining from concrete datum Refer to provisional sums schedule:
Lettering: Neutra Textbook. Sizes TBC Confirm paint colours onsite Colour: Cerano (Smooth natural concrete
Digital Coded
GATES Finish: PT-02 finish)
PT-02 General
Reception: TBC 240H x 315W x 155D
G-01, Aluminium Gate PT-01 (laundry only)
Exterior grade acrylic paint, satin finish. Allow for water and UV resistant clear matt
G-02, Parking:TBC Set flush with finished wall. Internal grade where applicable. penetrating sealer to manufacturers
G-03, Custom design and fabricated aluminium Wall to be built as the tested system specifications. Rockcote Repel
G-04 gate in accordance with Architects CSR5623 (Redbook 2018) to comply with Guest Lounge: TBC
Drawings, to match SCN-03. Quantity: 2 Colour: Dulux Zeus Black Matt
NCC C2.7 and achieve 90/90/90 FRL Sample to be provided for approval
Amenity: TBC MSC-05a Keydrop box
Aluminium sections as indicated; all MR-01 Mirror Confirm paint colours onsite REN-03 Render Finish
connections fully welded. Stair Signage: TBC TBC PT-03 Trims, Doors and Jambs
All connections and self closing hinges to Fixed mirror as per Architect drawings. To match adjacent intercom height, Rockcote Smooth Set render over new
be marine grade 316 stainless steel. Finish flush with tiles. Apartments:TBC and to suit wall thickness. To be concrete blockwork. Allow for acrylic
External grade acrylic paint, Semi-gloss
discussed with architect prior to finish. Internal grade where applicable. based polymer to match where required.
See door and window schedule, hardware Final selection to be confirmed with fabrication. Colour: To match Dulux Zeus Black
schedule for details METAL WORK client and architect for approval. Finish: Plastic float
Intercom: IC-01 PT-04 Trims, Doors and Jambs
Allow for sliding gate mechanisms to suit MTL-01 Aluminium Flat Plate
Colour: PT-7 Colour: Paint finish PT-02
as req. 2mm Powder coated aluminium flat External grade acrylic paint, Semi-gloss
plate trims. Soft edges. finish. Internal grade where applicable.
Refer to Architects Drawings for
Finish : PT-07 details. Builder to allow for install.
Colour: PT-07 Colour: Resene Black White N93-005-100
PT-05 Deleted
PT-06 Deleted
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 1.3
sparks architects pty. ltd. abn 89 124 611 721
qld architect's registration No. 3974 project client job no. drawn drawing dwg no.
GSPublisherVersion 443.1.1.0
Section 4
rev date issued details
Working Drawings
A 28.10.19 NV Building Approval
ROOF ROOF SKIRTING TILES
RFS-01 New Metal Sheet Roof RFS-05 Concrete Roof SKT-02 Skirting T-01 Tile Type 1
Framed roof as Engineers Drawings with Poured concrete roof as Engineers Powder coated Flat plate aluminium Stone tiles laid in combination pattern as
metal sheet roofing to pitch indicated on Drawings. Set-out and detail as per Dimensions: 92x3mm (laundry) indicated- set out to be confirmed on site.
Architects Drawings . Architects Drawing. 42x3mm (office)
Flashings and capping as required, Type: Fallow granite - Eco Outdoor
concealed fixings generally: MTL-03 Smooth face formwork. Square edges Finish: PT-07 Size 1:600x300mm
with no fillets generally. V drip groove to Size 2: 400x300mm
Sheeting: Custom Orb 0.48 base metal all external soffit edges. Reinforcing as STAIRS Colour: Natural
thickness (BMT) roof sheeting. Install to per engineers specifications. Fully Finish: Exfoliated - Water and UV resistant
manufacturers specifications.MTL-03 tanked and set to fall as req. STA-01 New Stair clear matt penetrating sealer to
manufacturers specifications.
Type: Permalite Finish:REN-01 New cast in-situ concrete stairs refer to
Colour: To march surfmist Engineer’s Drawings. Mitred junctions generally. Setout to be
Hob Spitters: SP-01 (refer to plumbing confirmed with Architect prior to laying.
schedule, confirm set-out with architect) Refer to stair detail drawings for set-out.
Gutters: Custom folded to match. Allow for 100mm mitred downturn tile
Allow for Mesh leaf guard.MTL-03 Pebbles: PBL-01 Finish to treads, risers and exposed faces: edges to slabs, (where visible) unless
T-01 noted otherwise.
Refer to landscape Architects drawings Contrast strip to treads: T-02
Downpipes: Double DP-01 with custom for roof garden details. Grout Colour: to match stage 1
folded rainwater heads with overflow slot Allow for custom handrails both sides:
MTL-03 Refer to Plumbing Schedule for drainage HR-01 T-02 Tile Type 2
details.
Allow for TGSI indicator (dots). Top and Contrast strip
RFS-02 New Concrete Roof SCREENS bottom. 316 Stainless steel.
50mm contrast stone strip to all treads and
SCN-01 Fixed Vertical Trellis Screen Must comply with NCC and landings for STA-01 :
Poured concrete roof as Engineers
Drawings. Set-out and detail as per AS1428.1-2009 requirements
Vertical tensioned stainless steel cables, Type: Raven granite - Eco Outdoor
Architects Drawing. 450mm ctrs. Pin fixed hubs 100mm as STRUCTURE
req. Set-out to be confirm with Architect. T-03 Tile Type 3
Smooth face formwork. Square edges STR-01 Concrete Column
with no fillets generally. V drip groove to Mitred junctions generally. Setout to be
All fixings, cables, tensioners and hubs to
all external soffit edges.Fully tanked and New cast-insitu concrete column as per confirmed with Architect prior to laying.
be 316 stainless steel.
set to fall as req. Engineer’s Drawings.
SCN-02 Fixed Trellis Screen Type: Matt Black Ceramic
Finish: REN-01 Finish: REN-03 Size: 300x75mm
Soffit: SOF-01 Horizontal tensioned stainless steel Grout: Black
cables, 150mm ctrs generally. Pin fixed STR-02 Arbour Steel Frame
RFS-03 New Walkway Arbour T-04 Tile Type 4
hubs 100mm length. Quantity as req. Set-
out to be confirm with Architect. Frame, refer to Architecture Detail
Timber batten pergola WD-01 Drawings for setout, refer to Engineer’s Mitred junctions generally. Setout to be
combination battens (65mm x 42mm and Drawings for details. confirmed with Architect prior to laying.
All fixings, cables, tensioners and hubs to
42mm x 42mm @ 75mm eq ctrs) fixed to
be 316 stainless steel.
substructure 42mm x 42mm battens Finish: PT-08 Type: Matt White Ceramic
over, Refer to architectural drawings for SCN-03 Aluminium Vertical Batten Screen Size: 300x75mm
detail and set-out. STR-03 Screen Aluminium Frame
Grout: Colour TBC
Aluminium sections combination profiles
Type: WD-01 (32x32 and 32x60). Allow for Aluminium 125x40 RHS aluminium frame
Fixings: 316 SS square drive fixings SHS framing behind. Fixings, to be 316 powder coated, pinned to existing block FIRE PROTECTION
Finish: No finish - Weather naturally stainless steel concealed generally. work wall welded into modules and
concealed fixed as required. F.H.R Fire Hose Reel
Substructure set out as per architectural
drawings. Fabricator to confirm sizes and
RFS-04 Concrete Roof Fixings, to be 316 stainless steel with (Relocate existing) As per QFES
locations with architect prior to
construction. rubber washers. requirements, and NCC - Part E1.
Poured concrete roof as Engineers
Drawings. Set-out and detail as per Colour: PT-07 Refer to drawings for locations
Architects Drawing.
Finish: Powdercoat TIMBER F.E Fire Extinguisher
Colour: PT-07
Smooth face formwork. Square edges
WD-01 Dressed Timber (New) As per QFES requirements, and
with no fillets generally. V drip groove to SCN-04 Stainless Steel Fire Proof Screen
NCC - Part E1
all external soffit edges.Fully tanked and
DAR Timber to sizes and shapes shown on Refer to drawings for locations
set to fall as req. Stainless steel woven mesh powdercoated
Architects Drawings. Fixings, to be 316
black Crimsafe frame (concealed fit F.B Fire Blanket
stainless steel generally.
Finish: REN-01, T-03 (refer to drawings window) or similar approved
for extetent, confirm setout and detail Fixings, to be 316 stainless steel. (New) As per QFES requirements, and
Type: Accoya timber (treated with fire
with architect) NCC - Part E1
retardant)
Builder to confirm detail with Architect and
Finish: No finish - weather naturally
Soffit: CLG-03 fire Engineer prior to manufacture. Refer to drawings for locations
WD-02 Shiplap
Hob Spitters: SP-01 (refer to plumbing Finish: Powdercoat
schedule, confirm set-out with architect) Colour: PT-07 Horizontal shiplap profile cladding 145mm
x 15mm. Concealed fixings,to be 316
Refer to landscape Architects drawings stainless steel generally. Where visible face
for roof garden details. SKIRTING
fixings are required use brass rose head
SKT-01 Skirting ‘gripfast’ nails. Confirm with architect if
Refer to Plumbing Schedule for drainage unsure.
details.
Type: Acoya timber (treated with fire
Downpipes: Double DP-01 retardant)
Finish: No finish - weather naturally
Rainwater Heads: Custom folded with
overflow provisions MTL-03
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 1.4
sparks architects pty. ltd. abn 89 124 611 721
qld architect's registration No. 3974 project client job no. drawn drawing dwg no.
GSPublisherVersion 443.1.1.0
Section 5
rev date issued details
Working Drawings
A 28.10.19 NV Building Approval
proposed alterations to
Culgoa Point Beach Resort
on Lot 5, 0BUP4076 side bo
u ndary
59,932
68°35'3
0''
legend
A B C D E F G H
existing sewer line (approx.
location) 3m setb
ack 5,904 6,020 6,180 4,130 6,770 2,400 3,800
SW
existing sewer man-hole
M/H
O/D existing land overflow 3m setb
ack
drainage O/D
T
FH fire hydrant new ele
Quamby Place
main b c.
oard
underground electrical
mains (approx. location) new cro
NCC st ssover to
73.08 m2 andard
s
stage 1 and 2 separation 1 1
156°27'
3,600
3,600
extent of works existing proposed
6,709
building lounge building
2 2
77.79 m2
areas proposed entry
5,150
5,150
building
new seat
existing reception to be demolished 66.44m2 new walkway new walkway
138°11
9,550
O/D
new stair
R 490 1514131211
10
10.11
9 8 7m625 150
'
existing staircase to be demolished 13.46m2 4321
3 water 3
1,200 2,200
1,200 2,200
proposed reception/office building 77.79m2 new sewer
seat M/H
proposed lounge/laundry building 73.08m2 4 4
5 1 8, 5
proposed staircase 10.11m2 2 T 16
3 3
4
5
line of existing podium over
line of existing podium over
6
total new covered areas 160.98m2 7
8
9
extent of works
existing
7, 6°3
10
new walkway lift
10
04 3'
6,900
6,900
11
new area difference 81.08m2 building
9
12 new crossover to
13
14
proposed NCC standards
15 driveway sewer
6m
M/H
se
tb
ack
7,0
79° 49
6 49' 6
17,562 T
proposed 66°26'30''
5,400
5,400
FH
visitors carpark
O/D (6 spaces)
new water
met
(by Unity W er position
ater
er
confirmed on ) to be
electricity
transform
7 7 site
155°26'40''
proposed
5,000
existing proposed 6m setback
uncovered
covered driveway
carpark
carpark
(8 spaces)
66°26'30''
3,000
new walkway
existing
building
sewer
M/H
existing
new walkway
building
21,045
21,045
21,045
155°28'40''
24,391
line of existing podium over
line of existing podium over
proposed
driveway
ry
side bounda
stage 2 stage 2
garden (built in stage 1) O/D setout to align with stage 1
stage 1 8 8
pool entry
stage 1
existing
services existing car park
room
'
33
0° 8
20 ,24
9
stage 1 pool
stage 2
existing bin stores outside main
work area - refer 'WD 1.7 Ground
Floor Plan
,44 '
31 4°35
2
18
a: suite 6, 8 kingfisher drive, peregian beach, qld 4573
p: (07) 5471 3033 Culgoa Resort Stage 2 - Entry Alteration Scale 1:200 @A1
sparks architects www.sparksarchitects.com
5 Quamby Pl, Noosa Heads QLD 4567 Culgoa Point Beach Resort 106 NV Site Plan WD 1.5 n
sparks architects pty. ltd. abn 89 124 611 721
qld architect's registration No. 3974 project client job no. drawn drawing dwg no.
GSPublisherVersion 443.1.1.0
Section 6
rev date issued details
Working Drawings
A 28.10.19 NV Building Approval
legend
to be demolished/removed
remove existing screen over
existing building facade
demolish section of podium
above garden
demolish existing reception
demolish staircase. make good
existing adjacent structure
where affected reception
66.34 m2 demolish boundary walls
remove fixed umbrella
remove existing a/c screens remove existing
speed
crossover and
driveway
ump h
remove speed hump
remove existing pavers
garden
a/c 13.46 m2 a/c
path remove existing a/c screens
stair
garden
demolish staircase. make good
existing adjacent structure
where affected
garden
remove existing landscaping 24A 25A stair remove existing garden, trees
and lawn
remove existing path pavers
Water meter to be relocated. -
path 'refer WD1.5 for proposed
garden location'
carparks to be relocated
remove existing fence
garden
remove existing retaining wall
uncovered driveway uncovered
carpark carpark
remove existing driveway
and carpark pavers
path
remove existing path pavers
(retain existing driveway
where possible. make
good where required)
extent of floor area to be
demolished in this section
should be checked on site
line of Culgoa Point Stage 2
remove existing wall and
door
remove existing door
a: suite 6, 8 kingfisher drive, peregian beach, qld 4573
p: (07) 5471 3033 Culgoa Resort Stage 2 - Entry Alteration Scale 1:200 @A1
sparks architects www.sparksarchitects.com
5 Quamby Pl, Noosa Heads QLD 4567 Culgoa Point Beach Resort 106 NV Demolition Plan 1:200 WD 1.6 n
sparks architects pty. ltd. abn 89 124 611 721
qld architect's registration No. 3974 project client job no. drawn drawing dwg no.
GSPublisherVersion 443.1.1.0
The text continues on section 7.
Used in these records
4. Architectural Drawings.pdfRelated documentApplication case desk ↗
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