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Information Response (Partial) - Plans · OPW11/0371
Plans and drawings: the text below has words only, no drawings.
op/-J1/ 167,3 V/'.
I
SCRC CORRESPONDENCE
N ^
B0433994
Lot No. I
Survey Plan No. 129563.
Proposed Ground Moor
Parish of Weyba
Living : 138.258 m2
County of March
Verandahs: 55.91 Om2
Site Area : 737m2
Deck : 7.800 m2
Local Authority Noosa Council
TOTAL GROUND FLOOR 102.600 m2
Zoning - Detached Housing
Proposed First Moor Climate Zone 2
Master Suite : 48.590 m2 Wind Speed Classification N3
5tudy/Foyer : 28.082 m2
Portico : 7.560 m2
Garage : 40.960 m2
TOTAL FIRST FLOOR : 125.192 sq.m.
TOTAL DEVELOPED AREA:
227.792m2
BEVERLEY JORGENSEN
ExneGng block
BUILDING DESIGN
Retaining Wall QBSA Lic. No. 65344
Top of wall ABN 74 436 122 668
RL 16.70 10° retch Renshaw Road, Pinbarren 4568
fray' Noosa Hinterland
G000 Ph/Fax (07) 5485 2333
COPYRIGHT ® 2007
THIS DRAWING REf.W1S THE PROPERTY OF
BEVEI&EYJORGENSEtN
AND IS PROVIDED FOR THE USE AS
0) o DESCRIBED BELOW AND MAY NOT BE USED
Jan \e 0 OR REPRODUCED N WHOLE OR W PART
WRHOITT WRITTEN PERMISSION
Al conswclin me hods and mebdakb am* wth:
Street • The Bitlp Ac 1975
• The BUNssg mde oIAustek. 2007
aCux+s dDewtpmaaCode
• Bu1*ig ReusY6a o 20M
• RehvadAuaralan$ladwds
0 • Local Go,mment Pining Scheme
N
Designer is to be consulted prior to any
deviation from the intamation supplied
on these plans.
DO NOT SCALE from these drawings.
65GO 7400 115GO 3000 11700 Figured dimensions take precedence at
all times
Proposed Residence for
Site Plan F. McGrath
Development Counter Lot 1 # 13 Jan Street
Noosa Heads
//; 3 12 DEC 2011 Drawn: BAJ
Site Plan
1_" 1: 200 Tewantin
Date:
Scale:
20-08-07
1: 200
Project No: 07-020
Sheet No: 2
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Page 2
NOTE: ALL LEVELS SHOWN ARE FINISHED DRIVEWAY/FLOOR LEVELS
(EXCLUDING NATURAL GROUND LEVELS WHICH ARE EXISTING)
NOTES:
1. Where concrete footpaths exist, sawcul and grade smoothly
to driveway crossover and join with expansion joint
t I in 8 Naz garage level 2. Crossings are not designed for comeicial vehicles.
IOOmm is from top o kerb mus 3. Concrete driveway to be 125mm thick excluding any finish treatments
be achiev d before gr ding to eg. stamped concrete finish.
garagelca pod below erb level 4. Concrete surface tolerances to be+OmmFOmm over 3 metre section
5. Concrete N25 in accordance with AS 1379, and AS 3600
6. Reinforced fabric to AS 4671, 50 top and edge cover, lap fabric 250mm
RL 15.00 7. Approved materials forconsVUdton:. Concrete or p"ng blocks on
fxseLeveb om
`i
n h $ $ R 0
cy
100mm concrete with F72 mesh
8. Expansion joints to be 10mm wide, full depth closed cell cross inked
BUILOI
SUN-CS
m as Its polyethylene foam (85.150 kglm so
E
APPROVALS
r. o 0 9. All reinforcing mesh shag be supported on bar chairs
DvtvewayLevt/s as r< r W. Reinforcing mesh to be cut at construction joint 06 AU62e p 0 8 1 0 0 6t
11. Galvanised steel dowels,12mmdia, 250mm long and spaced •
at 500mm are used when joining to concrete paths to ensure ALANMcMILLAN BSA ND Al4S17
g a lush joint is maintained
CAarnage
N
g
r
$
td
N g DEVELOPMENT
FAO oa m
APPROVAL
12. One access point to be constructed to each lot as per standard drawing.
13. For curved driveways, maximum grades apply to nside edge of curve. PH:.5443728k ""rl_ut54U WORKS
14. Driveway most be stripped of all vegetation. MOB: 37 573
LONGITUDINAL SECTION 15. Driveway must be proof rolled to provide a minimum of 75kpa bearing capacity.
16. All services to be located prior to excavation
17, All dimensions are in millhebes,
1: 200 scale
Foothpath -I
Barrier/semi - mountable
kerb and channel
BEVERLEY JORGENSEN
BUILDING DESIGN
QBSA Lic. No. 65344
ABN 74 436 122 668
Renshaw Road, Pinbarren 4568
Noosa Hinterland
51 9C0 Ph/Fax (07) 5485 2333
11 COPYRIGHT © 2007
THSDRAWNG REMAINS TIE PROPERTY OF
BEVERLEY JORGENSEN
Contraction joint AND IS PROVIDED FOR THE USE AS
DESCRIBED BELOW AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
Nonslip Finish
WITHOUT WRITTEN PERMISSION
Contraction joint All construction methods and materials to comply With:
• The Buedna Act 1975
Contraction joint • The Bu din Code of ALoeaO. 2007
• Queensland Development Code
• Bushing Regulations 2000
• Relevant Aupnlan Standards
• Local Government Planing Scheme
Barrier, semi - mountable or Designer is to be consulted prior to any
Mountable kerb 8 ohannel breakout deviation from the information supplied
Mountable kerb
on these plans.
and channel
Saw cut and breakcut back
of kerb and channel DO NOT SCALE from these drawings.
Figured dimensions take precedence at
all times
Alternative profle
Proposed Residence for
DRIVEWAY CROSSING PLAN
F. McGrath & K Manner
DRIVEWAY CROSSING PLAN Qev Joprnent Counter Lot 14 13 Jan Street
Noosa Heads
Drawn: B.A.J.
DEC 2011 Date: 22-02-08
Scale: As indicated
-ewantin Project No: 07-020
Sheet No: 16
Page 3
R! 11!
SUN,W
- 1T
0 0 F' ;;J6 16^b 6 b i 0 I; 6 1
N
1•,C G,'
-F°y^_ cn D^.4t-.tr;t7 SENT' -4 .
-
OVAL
7 ^'17950'te r. ILDING WORKS
\ 7650\ \'\^ \^ \ \ - II^I!^ - I II ----- -----I
17 A.0B C437 573 741
\\/\/\/ Verandah
Media Room:... • Bed 2 W.C Bath Bed 3
^\/x/
/ /,\ /\/\/^\/\/ Proposed Concrete slab.::.::. • .:: ,: x:
n;d2 n
V \fn^ng fo)
rv/vv/vv/yyvv/vv/vv/vv/vv/vv/y/v/v/v/ ILI -J
-ZFoo _-- 2q _ 1*
'
12.500
BEVERLEY JORGENSEN
BUILDING DESIGN
QBSA Lic. No. 65344
ABN 74 436 122 668
Ma5tcr5u1te cc////?.
PrtchrY Renshaw Road, Pinbarren 4568
_ 20.3.90_ Noosa Hinterland
20.090
0 Ph/Fax (07) 5485 2333
0 It
v COPYRIGHT © 2007
N THIS DRAWING REMAINS THE PROPERTY OF
N BEVERLEY JORGENSEN
Al') IS PROVIDED FOR THE USE AS
Master suite floor DESCRIBED BELOW AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
fntry^ 0 Prtchnj_
77 65\\^^^ - IF2 17.525
WITHOUT WRITTEN PERMISSION
All construction methods and materials to complywith:
• The Budding Act 1975
N>/ N
to
N
• The 8uddng Code of Australis. 2007
• Quaanstand Development Code
• Binding RegulatI
tlons 2006
• Rai vent Australian Standards
• Local Government Planning Scheme
1nan'L_ Designer is to be consulted prior to any
15C deviation from the information supplied
\^ \ \ \ \ flash foundations X on these plans.
DO NOT SCALE from these drawings.
N' N Figured dimensions take precedence at
all limes
Proposed Residence for
F. McGrath & K Menner
Lot 1 # 13 Jan Street
Development Counter Noosa Heads
Drawn: B.A.J.
12 DEC 2011 Date: 22-02-08
Scale: 1:100
Tewantin Project No: 07-020
Sheet No: 7
Page 4
am Water Tanks General Notes Part 3.5.2 of Building Cade of Australia
Rainwater tank with a minimum storage capacity The roof area per downpipe has been
of 5000krs is to be provided and recieve water calculated using Quad 150 eaves gutter
from min 10002 roof catchment area. with min cross-sectional area of 6000mm2
Water tank is to be connected for external for a rainfall intensity of 251 mnyhr.
use and internal use for toilet cistern and (l in 20 yeah) and downpipe 100mm dia. min.
washing machine cold water taps. Max roof area per downpipe 3Gm2
ItIU` KWA ^H IU ' Provide downpipes with a screened rarnhead Min fall of gutter 1:500
with mesh 4-Gmm and designed to shed leaves
SEIVE:RAGE TOTAL 261.7m2
' Mm 15 fth of hht flush to be dracarded/diverted
q SI^?R:NI'VATER before entering tank
' Provide mosquito proof screen and vermin trap Posdiorr of
X11;1' I ' Internal fttdrres to have coobnuous supply of water water storage
provide an autanatic swrtchmg device providing tank inn capacity
supplementiy water from the reticulated town water 5000 Itr under ..
supply decks 4.., ......
W 1 t;t: l ' A backflow prevention device is to be installed to \ \ Overebw to be drrccted
protect potable water within the reticulated town apply to open concrete
0 K fR8 & CHANNEI Tank to be sealed to prevent wrface stonnwater>nd stormiwter N
DS .JI ADLli siz Lily. ,^
grwnd water entering the tank. 11 arnn
0 PFItSE ON STE ^/
[9NTER AW7TMT?.JT DRAINAGE Pit4 nor rehvn valve isto be provided car the adlet
RAINWATER STORAGE TA\'Y$ AO SSt before cavnectmq to the stormwatersystem
NCOAST
DO E)CI "Em Nd BUIL ING APPROVALS
• 'W'1RMWATFR TO BE DISC!!ARO£D SO AS TO NOT CAtlgE
'dl R^ANCE TO ADJOINI NG OWNERS
11 0 6 AU6 10081 0 8 1 0 0 6$
• TOf MWATER SYSTEM TO COMPLY WITH AS3SOI) PART 3.2 dp
• ALL OTHER DEP*n ro Lru'A, 0(TVgRUMIRirr
q y'iRtPMjMC } ALAN cMILLAN BSA No. A14517
WEVE PMENT APP OVAL
FOR BUILDING i
"pen concrete stannvater dean ^H: 5443 288 40757374!
Roof Drainage Plan
1 300
^rv«,;u ^} -- Siirvzl^- fflz
Aboveground
corerete masonry pool
\
d Ne r" Or ^C1 Z0^4 :7e VC fiv'+ Lot No.
\ BEVERLEY JORGENSEN
and Deck by others
C). JA; t'/1GIi^-J'1^(a 5ufvey Plan No. 129563
refer to eng/neer5 OUe 'oe^q'^ ^Cvi^ea.^`tt S Parish of Weyba BUILDING DESIGN
detai for pool County of March QBSA Lic. No. 65344
Site Area : 737m2 ABN 74 436 122 668
\q^\ Park Renshaw Road, Pinbarren 4568
Local Authority Noosa Council Noosa Hinterland
119 !I f 11'11I!T Zoning - Detached Housing Ph/Fax (07) 5485 2333
Climate Zone 2 COPYRIGHT © 2007
Wind Speed Classification N3 THS DRAWING REMAINS THE PROPERTY OF
BEVERLEY XRGENSEN
AND IS PRO'DED FOR THE USE AS
DESCRIBED BELOW AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR N PART
OfVfLOPMENT AREA5: WITHOUT WRITTEN PERMISSION
NI construction methods and matsdsls to comply with:
Proposed Ground Floor • The Buldwp Act 1975
• The Building Code of Australe- 2001
Living : 138.258 m2 • Queensland Development Code
• BWldng ReguMdons 2006
t 7.65 Verandahs: 55.91Om2 • Relevant Australian Standards
• Local Government Planning Scheme
Deck : 7000 m2
TOTAL GROUND FLOOR 102.600 m2 Designer is to be consulted prior to any
deviation from the information supplied
on these plans
Proposed first floor
Master Suite : 46.590 m2 DO NOT SCALE from these drawings.
Figured dimensions take precedence at
Study/foyer : 26.0,52M2 all times
Portico : 7.560 m2 Proposed Residence for
Garage : 40.960 m2
Jan TOTAL FIRST FLOOR : 125.1025q. M. F. McGrath & K Manner
Lot 1 # 13 Jan Street
Street TOTAL DEVELOPED AREA: 227.792m2
Noosa Heads
Drawn: B.A.J.
Date: 22-06-08
GGG0 300 6400 12160 3000 11700
Crtm.Plan Scale: As indicated
1:200 Project No: 07-020
Sheet No: 2
Used in these records
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