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A - LATEST VERSION - Proposal Plans · 132003.220763.1
Plans and drawings: the text below has words only, no drawings.
Very large file (10.9 MB): may take a few minutes to open.
GENERAL CONSTRUCTION NOTES
These Drawings shall be read in conjunction with all other
Colorbond "Trimdek" metal
associated consultant's drawings and specifications, and with such
A roof sheeting (or equivalent)
at 2.0° pitch. B C D other written instructions as may be issued during the course of
the contract.
Rafters to structural details (shown All discrepancies shall be addressed by the Supervising Officer/
indicatively). Superintendent for decision before proceeding with the works.
600
All dimensions shall be verified and confirmed on-site by the
contractor before construction or fabrication is commenced.
2.0° Bed 1 Plate The Contractor shall be responsible for maintaining the structure in
27950 a stable condition during construction and ensuring that no part
may become overstressed.
The proposed building work and materials shall comply with the
Building Act 1975 and all relevant subordinate legislation; and
relevant aspects of the NCC Volume 1 & 2 and with relevant SAA
2500 max pitching
codes as applicable for the class of building; QDC; Local
Government Planning Schemes & Decision Notice.
2700
870 csd
RESIDENCE :
All construction, workmanship and materials are to be in
Timber studwork with accordance with the current Building Code of Australia for Class
selected cladding. Guest WC 1a building
GARAGE, CARPORT & SHED :
All construction, workmanship and materials are to be in
Bed 1 Floor accordance with the current Building Code of Australia for Class
300
New timber framed floor 25250 10a buildings.
All dimensions are in millimeters unless noted otherwise.
Plasterboard lined Beds 2/3 Plate Written dimensions to have preference over scaled dimensions.
walls and ceilings. All Cladding materials and elements shall be fixed in accordance
24950
with the manufacturers specifications for the appropriate internal,
wet area or external exposure and loading conditions and the
Floor framing to engineers details
(shown indicatively). supporting structure shown on these drawings.
Linen
Timber sleeper retaining SAFETY
3000
wall to builders specification.
Managers Office Before entering the construction site all persons doing so shall read
& abide by the Code of Practice:Managing Risks in Construction
Work - Work Health and Safety Act 2011
Existing rock faced
blockwork wall.
Any work performed where existing compressed sheeting is
Ldry present, shall have the material identified as Asbestos-free.
Otherwise a licenced Asbestos compnay shall be engaged to
perform the demolition & approve the site as safe prior to
Beds 2/3 Floor
commencement of construction.
21950
Existing slab on ground. DRAINAGE
New stairs
to exist deck.
FSL NSL Floors to all wet areas to fall to a floor waste. Wet areas to be
waterproofed to NCC 10.2.
Slab & footings to structural details
(shown indicatively). Sewerage to discharge to existing sewer in accordance with A.S. 3500.
Existing deck on slab. New deck landing Surface drainage to discharge evenly within the site and without
(no change) to builders specification. nuisance to adjoining properties.
TERMITES
Protection against subterranean termites to be in accordance
with AS 3660 Part 1. (protection of buildings from subterranean
termites.) Protection against subterranean termites to apply to all
Section 3 "primary building elements". The builder is to provide physical
barriers to the entry by subterranean termites by construction of
1 : 50
all slabs in accordance with AS 2870 (Residential Slabs and
Footings.) and AS 3600 (Concrete structures code.) In addition
all slab penetrations are to be protected using stainless steel
FENCING & RETAINING WALL (if indicated on site plan) mesh. (Termimesh or equivalent fitted to manuf. spec.)Regular
Height of fence (if required) including the height of retaining wall is not to exceed 2.0m above inspections of the building are to be carried out to ensure the
natural surface level. barrier has not been bridged by termites. Inspections are to be
1000 high timber retaining wall (if required) with 65 dia Ag pipe (to discharge to stormwater line or carried out as per notices.
pit) and granular backfill behind & wholly contained within the site. (>1000 high to engineers detail)
plans2go
Proposed Residence PETER COOKE concept to Postal Address :
Job No 2366 Design PC 28 Kawanna St
09 BUILDING DESIGNER
Kerrie McCartney Sht. no QBSA Lic : 81626 Mudjimba 4564
Date 27-11-23 Rev C Email Address :
2-512 David Low Way [email protected]
Drawn PC Plans2go Pty Ltd
Castaways Beach Status Finishes 0428 842316 building application www.plans2go.blogspot.com
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