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Unit 2 33 Noosa Drive NOOSA HEADS[35575]Plans to move sliding glass door · 51901.3961.01
Plans and drawings: the text below has words only, no drawings.
REAL PROPERTY DESCRIPTION
LOT NO: 2
RP/SP: RP123877
PARISH: WEYBA
COUNTY: MARCH
SITE AREA: 715.32 m²
LOCAL AUTHORITY: NOOSA COUNCIL
CONTOURS: 0.25m
DATUM: ASSUMED
SITE COVERAGE: 42.8%
SITE NOTES:
1. ALL WORK TO BE CONSTRUCTED IN ACCORDANCE
WITH THE CURRENT B.C.A INC. AMENDMENTS,
ALSO ANY RELEVANT AUSTRALIAN STANDARDS.
2. DRIVEWAY, PATHS CLOTHESLINE & GULLY PITS
ARE DIAGRAMMATIC ONLY. FOR SHAPE AND
LOCATION REFER TO BUILDERS SPEC FOR DETAILS.
3. SITE EXCAVATION SHALL BE SUCH THAT A 1M
WIDE BY 1:20 GRADE EXISTS AROUND THE
PERIMETER OF THE BUILDING AS PER THE
CURRENT B.C.A REQUIREMENT'S.
4. ALL DRIVEWAYS & PATHS ARE TO BE CONSTRUCTED
TO LOCAL AUTHORITY'S SATISFACTION AND RELEVANT 0°0'
BY-LAWS & AUSTRALIAN STANDARDS.
5. ALL GROUND LEVELS ARE APPROXIMATE ONLY.
6. BUILDER AND TRADES ARE TO CONFIRM ALL
MEASUREMENTS, DETAILS & SPECIFICATIONS SU
N
PRIOR TO SET-OUT AND ORDERING MATERIALS. PM
WI
NT
ER
ER
NT
SU
WI
BEAMS / LINTELS:
AM
MM
UN
SUN
ER
BEAMS / LINTELS HAVE NOT BEEN DESIGNED TO
PM S
W
SUMM
BREEZ ES PM
TAKE GIRDER TRUSSES. IF BEAMS ARE REQUIRED TO 270°0'
ER A M SU
E
W - SW
MER
TAKE GIRDER TRUSSES CONTACT AN ENGINEER FOR 90°0'
S UM
APPROPRIATE SIZES.
NDS
N
WI
MS
NE
OR
MAINS WATER PRESSURE:
ER
ST -S
ER
NT
E
I S UMM AM S
IF MAINS WATER PRESSURE EXCEEDS OR MAY W SU - SE
MM
ER
B RE EZ ES
EXCEED 500KPA, A PRESSURE LIMITING DEVICE IS
INSTALLED TO ENSURE THAT THE MAX OPERATING
PRESSURE AT ANY OUTLET WITHIN THE BOUNDARIES S
OF THE PROPERTY DOES NOT EXCEED 500KPA. 180°0'
STRUCTURAL:
1. STRUCTURAL TIMBER:
ALL STRUCTURAL TIMBER TO BE STRESS GRADE F14
UNLESS OTHERWISE NOTED.
ALL FRAMING TO COMPLY WITH AS 1684.2 85° 43' 30" 53440
2. STEEL WORK:
ALL EXPOSED STEEL TO BE PRIMED AND PAINTED.
ALL WELDS TO BE 6.0MM CONTINUOUS FILLETS.
348° 48' 40
INTERNAL LININGS:
1. 10MM PLASTERBOARD.
2. 6MM VILLABOARD TO WET AREAS.
IF IN DOUBT ASK!
" 7540
SURVEY SYMBOL LEGEND
1
180° 03' 00" 1395
NOOSA DRIVE
LIGHT POLE FENCE
ROCK RETAINING WALL
OP ORIGINAL PEG
TIMBER RETAINING WALL
TBM TEMPORARY BENCH MARK
S STORM WATER PIPE
POWER POLE
GAS SUPPLY
F
A
FIRE HYDRANT
AIR VALVE
G
BARRIER KERB LINE EXISTING UNIT
R
SEWER MANHOLE
ROOFWATER PIT S
SURVEY CONTROL MARK
STORMWATER MANHOLE 268° 29' 01" 14448 DEVELOPMENT
POWER BOX PERMANENT SURVEY MARK
TELSTRA PIT GULLY GRATE
CROSS-OVER WATER TAP/WATER/VALVE EXISTING UNIT 2
S
HEADWALL
SEWER LINE
SIGN (AS SHOWN)
4848
SW STORMWATER LINE
TOP Top of Bank
ELECTRIC POWER LINE
348° 48' 40 WALL
APPROX. TO
TOE Bottom of Bank
" 10149
APPROX. TO
2898
36090
258° 48' 40"
WALL
PROPOSED BEDROOM
EXTENSION
SITE PLAN
ISSUE DESCRIPTION DATE CLIENT DESIGN KJ CHECKED KJ
BUILDER A PRELIMINARY DRAWINGS 12.10.21 D. ALLEN
PROJECT
KIERON JAMES DESIGN UNIT 2 FLOOR AREAS
DRAWN
SCALE
KJ ISSUE
SHEET
A
BUILDING DESIGN & DRAFTING
PROPOSED ALTERATION/ADDITION MOBILE: 0417 633 275 1:200 A3 2 OF 10
EXISTING UNIT 2 92.6 m²
UNIT 2/33 P.O. BOX 483 COOLUM BEACH QLD 4573 TERRACE 39.1 m²
DWG NUMBER DATE
NOOSA DRIVE EMAIL: [email protected]
ALTERATION 8.4 m² 21-121 12.10.2021
Grand total 140.1 m² ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAY
NOOSA HEADS MEMBER BDAQ : QBCC LICENCE No. 81726 THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODE
NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684
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