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Proposal Plans (rec. 16.04.25) · MCU25/0042
Plans and drawings: the text below has words only, no drawings.
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COPYRIGHT: Drawings remain the Copyright of the Architect: Dennis Hill Architect LICENSED TRADESPERSONS: All services to be installed by licensed tradespersons • no exposed gables to joinery unless noted otherwise
ALL WORKS shall be carried out in accordance with the Building Code of Australia, in accordance with local authority and with current manufacturers specifications.
Australian Standards, Local Council requirements, QDC guidelines and all other ROOF DRAINAGE: All downpipes to be located as noted on the drawings and sizes as • all tops and carcasses to be flush unless noted otherwise
relevant by laws and authorities. In particular refer Australian standards: scheduled. Allow to connect to in-ground storm water drains with 90mmDIA UPVC at
general construction notes
. site preparation A.S. 3798 1:100 minimum grade. Allow for I.O.'s at each change fo direction and at 6000mm • all edges to be square unless noted otherwise
. termite protection BCA and A.S. 3660.1 centres
general joinery notes
. artificial lighting & ventilation BCA parts 3.8.4/3.8.5 and A.S. 1680 SITE DISCHARGE: All stormwater and sanitary plumbing to be connected to existing • all joinery units to have carcass constructed of 16mm or 25mm thick
. fire safety BCA part 3.7 council system in accordance with the requirements of the relevant local authority. pre-finished board unless noted otherwise
. smoke alarms BCA part 3.7.2 and A.S. 3786 WATER LINES: All hot water lines shall be fully insulated. All domestic hot water to
. glazing BCA part 3.6 and A.S. 1288 and A.S. 2047 basins, showers and baths to have maximum temperature of 50°C. Allow to supply • all laminated joinery to have matching abs edging unless noted otherwise
APPROVAL: No building work shall be undertaken prior to Building Approval by a and install tempering valves where required, as nominated in the BCA and
registered Certifier. relevant standards. • all joinery units to have 100mm high skirting unless noted otherwise
CONSULTANTS : Drawings shall be read in conjunction with engineers drawings and STAIR AND BALUSTRADES: All stair and balustrades shall comply with part 3.9 of
computations. All structure to Engineers design. All drawings to be co-ordinated with the BCA. Steps to be provided where fall from dwelling exceeds 190mm. • all timber veneer joinery to have matching solid timber edging
consultant documentation prior to construction. ALL PRODUCTS: To be installed to manufacturers requirements and to be in
DIMENSIONS: Do not scale off drawings - use figured dimensions only. Contractor accordance with manufacturers requirements for suitable exposure levels. • all drawers to have high sides
shall verify all dimensions on site prior to construction. Any discrepancies or errors PROPRIETARY ITEMS: Identification of a proprietary item does not necessarily imply
shall be referred to architect and client prior to installation / manufacture of any works. exclusive preference for the item so identified, but indicates the necessary properties • all adjustable shelves shall be supported on brass ferrules and bushes
Confirm levels & RL's on site prior to commencement of work. of the item. If alternatives are proposed, submit proposed alternatives and include - supports to be at 50mm centres
SETOUT: Contractor to confirm exact siting and orientation prior to construction samples, available technical information, reasons for proposed substitutions and cost.
setout. All building setout and confirmation of setbacks and height to be carried out by TILES: Expansion joints, walls: 5mm. Floors: 8mm. Fill both with silicone rubber. Grout • all hinged doors to be hung on fully concealed all metal type wide
a Licensed Surveyor. No footing, or wall to encroach the title boundary. for wall: Epoxy based mildew resistant. Grout for floors: prepared grout to be acid angle hinges
TERMITE PROTECTION: Termite protection by means of termimesh s.s. mesh resistant. all wall tiles to have fc substrate.
physical barrier in accordance with A.S. 3660.1/2000 and installed in strict accordance INTERNAL PAINTING: Unless noted otherwise paint system to be Dulux approved 3 • all cover plates, gpo's and data outlets etc to be white if located on
with current manufacturers specifications. coat system - low sheen finish. Colours to be supplied by Architect during contract and white wall or corian, otherwise to be stainless steel finish
STRUCTURAL STEEL: Unless noted otherwise all exposed structural steel, anchor applied as per Dulux's recommendations and guidelines.
bolts and other attachments shall be hot dip galvanised. A cold gal painted finish shall JOINERY ITEMS SHALL INCLUDE: Manufactured casework items, including: kitchen • builder to provide adequate noggings to support all bathroom
be applied to any field welding to existing or new steelwork. All steel work cast in cabinets and cupboards; bathroom cabinets; robes. accessories and suspended joinery
concrete footings or slab shall have a bitumen finish applied to full extent of cast in SANITARY COMPARTMENTS: Provide removable hinges to doors of sanitary
concrete steel. Check all dimensions on site prior to fabrication of steelwork. compartments to comply with BCA 3.8.3.3 and be readily removable from outside • all dimensions to be checked on site prior to manufacture of joinery
RETAINING WALLS: All retaining walls to structural engineers details. Provide rubble unless there is a clear space of at least 1200mm b/w closet pan within the sanitary
backfill and agg drainage to all retaining walls. Builder to provide tanking where compartment and the nearest part of the doorway. • finish to underside of overhead cupboards to match joinery fronts
required. APPLIANCES & EQUIPMENT: Builder to co-ordinate all appliance and equipment
SLAB & FOOTINGS: All slabs and footings to structural engineers details. A locations on site and with joiner. installation and final connection by the contractor. • all joinery drawings to be read in conjunction with architectural
polyethylene moisture barrier shall be lapped 200mm and fully taped under any WEATHERSTRIPS: All external doors to contain weather stripping (type to be drawings and finishes & fixtures schedule - all discrepancies to be
habitable concrete slab and shall extend 100mm onto the perimeter footing. confirmed by Architect prior to manufacture) referred to the builder and architect for resolution
ARTICULATION JOINTS: Provide articulation joints to comply with "Cement and DOCUMENTATION: The contractor shall carry out works in accordance with the
Concrete Association Construction Note TN9". signed drawings and schedules and anything reasonable inferred, and with the • builder to co-ordinate all appliance and equipment locations on site
EROSION CONTROLS: All building works to comply with local authorities Erosion and Conditions of Contract, and in accordance with the directions and to the satisfaction of and with joiner. Installation and final connection by the contractor.
sediment control standards. the Architect, whose interpretation of the contract documents shall be final. The Joiner to confirm all appliance and equipment tolerances and
WATERPROOFING: All wet areas and walls to be waterproofed in accordance with drawings and specifications/schedules shall be considered complementary, and any requirements in joinery prior to fabrication
the BCA 3.8 & AS 3740. Builder to provide certificate of installation and compliance. work and/or materials absent from one but present or implied in the other shall be
CONCEALMENT OF SERVICES: All services shall be concealed in walls or ducts. furnished as if they were present in both.
Where services are exposed they must be confirmed by the Designer on site prior to FINAL CERTIFICATE: At completion of work - Builder to obtain.
installation unless noted otherwise.
19 Attunga Heights TOTAL SITE 505.560 m² bal01 timber framed glass balustrade con01 large format concrete paver FSL X.XXX spot level
Noosa Heads Qld 4555
Council - Noosa Council SITE COVER 216.165 m² = 42.7% bal02 timber balustrade pol01 polished concrete TOW X.XXX top of wall / fence level
Site Area: 505.560 m² GFA - Undercroft N/A fc01 scyon axon fibre cement cladding tim01 hardwood timber floor SSL X.XXX structural slab level
Lot: 10 on RP 89506 GFA - Ground Level 174.715 m²
Building Classification: 1a GFA - Upper Level 96.950 m² pb01 plasterboard lining tim02 hardwood timber decking FFL X.XXX finished floor level
Storeys: 2 TOTAL GFA 271.665 m²
Climate Zone: 2 PLOT RATIO 0.537:1 (53.7%) vj01 vj sheet lining L1 indicates building level
project details
w01 indicates window number
floor areas
Wind Category N3
mrf01 metal flashing - colorbond finish
finishes
finishes
legend
L1 indicates building level
d01 indicates door number
mrs01 metal roof sheeting - colorbond finish
pnt01 epoxy paint finish pnt01 finish/material type as scheduled
20
ren01 rough sand and cement render slab setdown
hc
tbs01 timber batten screen hose cock
dp
ms01 metal screen down pipe
dr01
til01 crazy paving drainage pit
til02 ceramic tile
No. Description Date
Project Client Drawing Drawn by A Draft Issue A 17/03/2025 Project number Scale at A3
19 Attunga Heights Bennett Residence COVER NOTES DRH B Concept Issue B 20/03/2025
dennishillarchitect C Building Approval A 26/03/2025
065 1 : 100
mobile: 0438 20 55 66 | [email protected]
www.dennishillarchitect.com
D
E
Building Approval B
Building Approval C
27/03/2025
14/04/2025 APRVL.001
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. 14/04/2025 3:52:19 PM
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