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Log in to see the plans as drawnREAL PROPERTY DESCRIPTION ALL DOWNPIPES TO BE 90mm DIA. AND TO
LOT NO: 206 DISPERSE 33m² OF ROOF AREA MAXIMUM.
RP/SP: RP17038 ALL STORMWATER DRAINAGE TO BE 100mm DIA.
PARISH: WEYBA
COUNTY: MARCH UPVC SEALED SYSTEM TO COMPLY WITH
SITE AREA: 662 m² BCA 2010 A.S. 3500.3. TO DISPERSE 110m²
LOCAL AUTHORITY: NOOSA COUNCIL ROOF AREA MAXIMUM
CONTOURS: 0.25m
DATUM: ASSUMED 2° 00' 00" 20000
SITE COVERAGE: 26.6%
SITE NOTES:
N
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.
TO OMP
10553
TO WALL
3. SITE EXCAVATION SHALL BE SUCH THAT A 1M
11323
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
BY-LAWS & AUSTRALIAN STANDARDS.
5. ALL GROUND LEVELS ARE APPROXIMATE ONLY.
6. BUILDER AND TRADES ARE TO CONFIRM ALL
PROPOSED
3.1 m
3.51 m
ADDITION
MEASUREMENTS, DETAILS & SPECIFICATIONS
PRIOR TO SET-OUT AND ORDERING MATERIALS.
DP DP
BEAMS / LINTELS:
BEAMS / LINTELS HAVE NOT BEEN DESIGNED TO
TAKE GIRDER TRUSSES. IF BEAMS ARE REQUIRED TO
TAKE GIRDER TRUSSES CONTACT AN ENGINEER FOR
APPROPRIATE SIZES.
MAINS WATER PRESSURE:
EXISTING
272° 00' 00" 30195
IF MAINS WATER PRESSURE EXCEEDS OR MAY
EXCEED 500KPA, A PRESSURE LIMITING DEVICE IS
INSTALLED TO ENSURE THAT THE MAX OPERATING
PRESSURE AT ANY OUTLET WITHIN THE BOUNDARIES
RESIDENCE CONNECT DOWNPIPES INTO
EXISTING STORMWATER SYSTEM
OF THE PROPERTY DOES NOT EXCEED 500KPA. AS PER LOCAL AUTHORITY
REQUIREMENTS
92° 00' 00" 32800
STRUCTURAL:
19.3 m
1. STRUCTURAL TIMBER: DP
11460
ALL STRUCTURAL TIMBER TO BE STRESS GRADE F14
UNLESS OTHERWISE NOTED.
ALL FRAMING TO COMPLY WITH AS 1684.2
2. STEEL WORK:
ALL EXPOSED STEEL TO BE PRIMED AND PAINTED.
ALL WELDS TO BE 6.0MM CONTINUOUS FILLETS.
INTERNAL LININGS:
1. 10MM PLASTERBOARD.
2. 6MM VILLABOARD TO WET AREAS.
IF IN DOUBT ASK!
DP
SURVEY SYMBOL LEGEND
LIGHT POLE FENCE
ROCK RETAINING WALL
OP ORIGINAL PEG
TIMBER RETAINING WALL
TBM TEMPORARY BENCH MARK
S STORM WATER PIPE
POWER POLE
G GAS SUPPLY
F FIRE HYDRANT
BARRIER KERB LINE
A AIR VALVE
SEWER MANHOLE SURVEY CONTROL MARK
R ROOFWATER PIT S STORMWATER MANHOLE
TO WALL
POWER BOX PERMANENT SURVEY MARK
10017
TO OMP
TELSTRA PIT GULLY GRATE
6.35 m
9330
CROSS-OVER WATER TAP/WATER/VALVE
0.52 m
HEADWALL SIGN (AS SHOWN)
7.59 m
S SEWER LINE
SW STORMWATER LINE
TOP Top of Bank
TOE Bottom of Bank ELECTRIC POWER LINE 1510
6.06 m
22 TO OMP
3.44 m
4.5 m
5°
00
'0
0"
54
56
178° 00' 20" 16050
COOYAR STREET
CONTOUR LEVELS SHOWN SHALL
2100 15620 2280
BE CONFIRMED BY BUILDER ON
TO WALL TO WALL SITE PRIOR TO CONSTRUCTION.
SITE PLAN CUT & FILL EMBANKMENTS ARE
APPROXIMATE ONLY. REFER TO
17.04 m
P.C. SUM ON CONTRACT.
ISSUE DESCRIPTION DATE CLIENT DESIGN KJ CHECKED KJ
BUILDER A PRELIMINARY DRAWINGS 25.01.21 R. & A. FEWTRELL
B MINOR CHANGES 29.01.21
PROJECT
KIERON JAMES DESIGN FLOOR AREAS DRAWN
SCALE
KJ ISSUE
SHEET
D
C MINOR CHANGES 04.02.21 BUILDING DESIGN & DRAFTING
D BUILDING APPROVAL 19.02.21 PROPOSED ALTERATIONS & ADDITIONS PH: 0417 633 275 FAX: 07 5448 3998
EXISTING LIVING
PROPOSED ALFRESCO
110.5 m²
18.4 m²
1:200 A3 2 OF 13
#109 LOT 206 P.O. BOX 483 COOLUM BEACH QLD 4573 PROPOSED ADDITION 47.2 m² DWG NUMBER DATE
COOYAR STREET EMAIL: [email protected]
Grand total 176.1 m² 21-004 19.02.2021
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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