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RFI Response (rec. 4.09.25) S25-137 Stormwater Report_Optimized
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COPYRIGHT: Drawings remain the Copyright of the Architect: Shaun ROOF DRAINAGE: All downpipes to be located as noted on the
Current Current Lockyer drawings and sizes as scheduled. Allow to connect to in-ground storm
Sheet Number Sheet Name Revision Revision Date Key Value Keynote Text water drains with 90mmØ UPVC at 1:100 minimum grade. Allow for
ALL WORKS shall be carried out in accordance with the National I.O.'s at each change of direction and at 6000mm centres.
000.00 coversheet F 03/04/2025 Construction Code of Australia, Australian Standards, Local Council
000.01 general contents and notes F 03/04/2025 bal01 metal rod balustrade and pool fence requirements, QDC guidelines and all other relevant by laws and SITE DISCHARGE: All stormwater and sanitary plumbing to be
000.20 site photos F 03/04/2025 con01 exposed class 1/2 off-form concrete finish authorities. In particular refer Australian standards: connected to existing council system (where applicable) in accordance
ꞏ site preparation A.S. 3798 with the requirements of the relevant local authority.
010.00 reference images 01 F 03/04/2025 con02 exposed boardform concrete finish
ꞏ concrete construction A.S. 2870
010.01 reference images 02 F 03/04/2025 con03 exposed aggregate concrete ꞏ timber construction and details A.S. 1684.2 WATER LINES: All hot water lines shall be fully insulated. All domestic
020.00 material and finishes - exterior F 03/04/2025 fen01 fence - type 1 ꞏ steelwork AS 4100, AS 1111 and A.S. 1112 hot water to basins, showers and baths to have maximum temperature
050.00 3D perspectives cover F 03/04/2025 gls01 clear low-e fixed glass . termite protection A.S. 3660.1 of 50°C. Allow to supply and install tempering valves where required,
050.01 3D perspectives E 03/04/2025 gls02 clear low-e louvre glass . artificial lighting & ventilation A.S. 1680 as nominated in the relevant standards.
050.02 3D perspectives F 03/04/2025 ifp01 internal fireplace . fire safety
. smoke alarms A.S. 3786 STAIR AND BALUSTRADES: All stair and balustrades shall comply
050.03 3D perspectives F 03/04/2025 pdc01 powdercoated metal elements
. glazing A.S. 1288 and A.S. 2047 with the NCC. Steps to be provided where fall from dwelling exceeds
050.04 3D perspectives F 03/04/2025 rnd01 course render (tyrolean UNO) 190mm.
050.05 3D perspectives F 03/04/2025 stn01 natural stone cladding - crazy paving APPROVAL: No building work shall be undertaken prior to Building
050.06 3D perspectives F 03/04/2025 tbs01 timber battens Approval by a registered Certifier. ALL PRODUCTS: To be installed to manufacturers requirements and
050.07 3D perspectives F 03/04/2025 tim01 internal timber flooring to be in accordance with manufacturers requirements for suitable
050.08 3D perspectives E 03/04/2025 tsh01 shiplap/hardwood wall and ceiling lining CONSULTANTS: Drawings shall be read in conjunction with engineers exposure levels.
drawings and computations. All structure to Engineers design.
050.09 3D perspectives E 03/04/2025 Hydraulic sizing and design to hydraulic engineers requirements. All PROPRIETARY ITEMS: Identification of a proprietary item does not
050.10 3D perspectives E 03/04/2025 drawings to be co-ordinated with consultant documentation prior to necessarily imply exclusive preference for the item so identified, but
050.11 3D perspectives E 03/04/2025 construction. indicates the necessary properties of the item. If alternatives are
050.12 3D perspectives E 03/04/2025 proposed, submit proposed alternatives and include samples, available
050.13 3D perspectives E 03/04/2025 DIMENSIONS: Do not scale off drawings - use figured dimensions only. technical information, reasons for proposed substitutions and cost.
Contractor shall verify all dimensions on site prior to construction. Any
050.14 3D perspectives E 03/04/2025
discrepancies or errors shall be referred to architect and client prior to TILES: Expansion joints, walls: 5mm. Floors: 8mm. Fill both with
050.15 3D perspectives E 03/04/2025 installation / manufacture of any works. Confirm levels & RL's on site silicone rubber. Grout for wall: Epoxy based mildew resistant. Grout for
050.16 3D perspectives E 03/04/2025 prior to commencement of work. floors: prepared grout to be acid resistant. all wall tiles to have
050.17 3D perspectives E 03/04/2025 fcsubstrate.
050.18 3D perspectives E 03/04/2025 SETOUT: Contractor to confirm exact siting and orientation prior to
construction setout. All building setout and confirmation of setbacks INTERNAL PAINTING: Unless noted otherwise paint system to be
general construction notes
architectural drawing list
100.00 site & locality plan - existing F 03/04/2025
and height to be carried out by a Licensed Surveyor. No footing, or wall Dulux approved 3 coat system - low sheen finish. Colours to be
100.01 site & locality plan - proposed E 03/04/2025
to encroach the title boundary. supplied by Architect during contract and applied as per Dulux's
100.10 site setbacks F 03/04/2025 recommendations and guidelines.
100.13 area plans - GBA G 03/04/2025 TERMITE PROTECTION: Termite protection by means of termimesh
100.14 area plans - site cover F 18/03/2025 s.s. mesh hysical barrier in accordance with A.S. 3660.1/2000 and JOINERY ITEMS SHALL INCLUDE: Manufactured casework items,
100.15 area plans - GFA E 03/04/2025 installed in strict accordance with current manufacturers specifications. including: kitchen cabinets and cupboards; bathroom cabinets; robes.
100.16 area plans - site cover A 03/04/2025
STRUCTURAL STEEL: Unless noted otherwise all exposed SANITARY COMPARTMENTS: Provide removable hinges to doors of
200.00 lower ground floor plan F 03/04/2025
structuralsteel, anchor bolts and other attachments shall be hot dip sanitary compartments (where required) and be readily removable from
200.01 ground floor plan F 03/04/2025 galvanised. A cold gal painted finish shall be applied to any field outside unless there is a clear space of at least 1200mm b/w closet pan
200.02 first floor plan F 03/04/2025 welding to existing or new steelwork. All steel work cast in concrete within the sanitary compartment and the nearest part of the doorway.
210.00 roof plan F 03/04/2025 footings or slab shall have a bitumen finish applied to full extent of cast
300.00 elevations F 03/04/2025 in concrete steel. Check all dimensions on site prior to fabrication of APPLIANCES & EQUIPMENT: Builder to co-ordinate all appliance and
steelwork. equipment locations on site and with joiner. installation and final
300.01 elevations F 03/04/2025
connection by the contractor.
300.02 elevations F 03/04/2025 RETAINING WALLS: All retaining walls to structural engineers details.
300.03 elevations F 03/04/2025 Provide rubble backfill and agg drainage to all retaining walls. Builder to WEATHERSTRIPS: All external doors to contain weather stripping
300.04 elevations F 03/04/2025 provide tanking where required. (type to be confirmed by Architect prior to manufacture)
310.00 northern boundary elevations C 03/04/2025
310.01 southern boundary elevations C 03/04/2025 SLAB & FOOTINGS: All slabs and footings to structural engineers DOCUMENTATION: The contractor shall carry out works in
details. A polyethylene moisture barrier shall be lapped 200mm and accordance with the signed drawings and schedules and anything
400.00 section 01 F 03/04/2025
fully taped under any habitable concrete slab and shall extend 100mm reasonable inferred, and with the Conditions of Contract, and in
400.01 section 02 F 03/04/2025 onto the perimeter footing. accordance with the directions and to the satisfaction of the Architect,
400.02 section 03 F 03/04/2025 whose interpretation of the contract documents shall be final. The
400.03 section 04 F 03/04/2025 ARTICULATION JOINTS: Provide articulation joints to comply with drawings and specifications/schedules shall be considered
400.04 section 05 F 03/04/2025 "Cement and Concrete Association Construction Note TN9". complementary, and any work and/or materials absent from one but
400.05 section 06 F 03/04/2025 present or implied in the other shall be furnished as if they were present
EROSION CONTROLS: All building works to comply with local in both.
400.06 section 07 F 03/04/2025
authorities Erosion and sediment control standards.
400.07 section 08 D 03/04/2025
FINAL CERTIFICATE: At completion of work, Builder to obtain and
WATERPROOFING: All wet areas and walls to be waterproofed in supply a Certificate of Classification from the Building Certifier.
accordance with AS 3740. Builder to provide certificate of installation
and compliance.
CONCEALMENT OF SERVICES: All services shall be concealed in
walls or ducts. Where services are exposed they must be confirmed by
the Designer on site prior to installation unless noted otherwise.
LICENSED TRADESPERSONS: All services to be installed by licensed
tradespersons in accordance with local authority and with current
manufacturers specifications.
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0448
aca C 13/12/2024 SD consultant coordination 22 / 512 David Low Way, Justin + Kylie Collum general SD 000.01 F SCALE 1:1
aca D 20/12/2024 SD client review Castaways Beach QLD 4567
A3
general contents and notes
aca E 12/02/2025 SD issue for pricing
aca F 03/04/2025 SD client review
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
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