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Archs and Structurals
GENERAL NOTES:
TH 1. This structure has been designed in accordance with the
NOR current editions of the Building Code of Australia (NCC-2020)
and the Queensland Building Act - Standard Building Law,
2. All building work shall comply with the current editions of
the relevant Australian and New Zealand Standards and other
documents as called up in the NCC-2020.
3. Unless stated otherwise, all materials shall be as listed in
the Accredited Building Products Register.
4. The builder shall check and verify all dimensions, fixings,
fittings and finishes before commencement of works.
5. Reduced levels (RL's) and ground contours as shown have
not been measured by the author of these documents and may
EXISTING VILLA 2 only indicate the approximate general shape of the terrain and
heights of the various building elements. Unless stated other-
wise, actual accurate levels shall be determined either by the
PROPOSED COVERED
LINK EXTENDING builder or a land surveyor prior to commencement.
EXISTING
6. Written dimensions as show on the drawings take pre-
cedence. DO NOT SCALE DIRECT FROM THE DRAWINGS!. In the
event that questions arise, discrepancies or errors are
noticed, please do not proceed with the work without
requesting further instructions from the builder and/or the
building designer.
7. Construction must not vary from these drawings without
the written approval of the owner/s, licensed certifier and
the building designer.
EXISTING VILLA 1 8, Unless stated otherwise, these drawings have been prep-
ared either for client approval, planning approval or building
permit approval only. No responsibilty will be accepted by
the building designer for drawings or further construction (shop)
drawings prepared by others.
9. Any anchor rods/bolts and roof truss tie-down details
shown are for standard trusses only. The builder shall obtain
tie-down details for any non-standard trusses such as hips,
girders, valleys etc. from the truss manufacturer or struct-
ural engineer. This information shall be made available to
the Local Government or Licensed Certifier at the time of
lodgement of the Building Permit Application.
LOT 64 on RP 225122
PARISH OF WEYBA
COUNTY OF MARCH
AREA = 870m2
SITE PLAN 10. Refer to the structural and/or geochemical engineering
report/s for footings and slab details not shown.
1:200 (A3)
11. Unless stated otherwise, rainwater discharge either shall
SITE COVERAGE be directed to the road kerb or dispersed within the prop-
SITE AREA = 870 m2 erty boundaries to Local Government requirements.
MAX SITE COVERAGE = 40%
BUILDING AREA AFTER LINK ROOF = 347.85m2
THEREFORE SITE COVERAGE = 40%
ISSUE DESCRIPTION DATE GRAHAM GREEN DRAWING TITLE: PROJECT: PROJECT No. REV
THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NOT BE REPRODUCED
A
B
ORIGINAL ISSUE
CLIENT REVIEW CHANGES
25.08.20
25.08.20
(B.Tech, A.D.C. Eng.,QBCC656975)
14 Aquila Court
SITE PLAN EXTENSION/RENOVATIONS IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. c 2020. 220-132 C
Bli Bli Qld 4561
C MODIFIED TO SUIT ENGINEERING 15.09.20 SCALE: DATE: SITE ADDRESS: OWNER/S: SHEET No.:
Mob 0438786080 MR & MRS KOTZEE
DESIGN DRAFTING
Gagman Pty Ltd
QBCC No 1261742 Email - [email protected]
1:200 (A3) AUG 2020
66 SOUTHERN CROSS PARADE
SUNSHINE BEACH QLD C/- ST ANDREWS CONSTRUCTION 2 OF 17
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