Council archive · source document
Appendix 2- Building Design Drawings · MCU17/0027
Attached to the e-mail IDAS Forms, Report & Plans (Email 1 of 2) MCU17/0027 & OPW17/0119.
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31300
3190) 26310 [1800
1 - 1
GRANT STREET =
c\ 4 2000 |
$0608) SIDEB SE
FRONT BOUNDARY r ENCLOSED BIN AREA — —— GATE HOUSE JOUNDARY SETBACK
FEATURE FENCE ‘| | 320° 59'40" 140" 5940" | 142° 5520"
oa 14.392 m TI 13.827 m
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ARCHITECT'S DRAWINGS) RESIDENTIAL LOT am
GaP BETWEEN
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HOUSE WITH IT]
WERPEBBLES
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| '
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REFER TO ENGINEER'S \
DRAWINGS 142° 55°20" — orgy
J 786 m 13695m——
AUTOMATIC SLIDNG GATE $
TOMATCH PALING ENCE
SITE COVERAGE:
Site area:
(7) SD SITE PLAN NEW ea
Building Footprint:
\/ 4:200
FLOOR AREA
FF Living:
FF Verandah:
42% Total:
GF Living:
1267m? | | Garage:
524m? Total:
352m?
472m"
524m?
204m?
135m*
339m?
mS
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
Client
G & MROBERTSON
Drawing Te:
SITE PLAN NEW
sea Drawing asued on:
1: 200 ror2ari4
Designed by. Project Date:
scc 01 Oct 2015
Drawn by. Project”
RC 1516
Drawing NP tesue N°
$D102 |
See the original
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Page 2
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$0602/
EocoT=STTTATTT)
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
Construction to comply with all curent
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
VERANDAH 1
MASTER BED,
BED 2
afte
HALLWAY
BED3
Storage Linen
5350 /
ENS:
4323
2370
p
1863
4)
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LOUNGE
BAY.WINDOW.
KITCHEN,
UNIT 4
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ENS
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PWD ROOM
(|
—
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uvING
DINING
UNIT 2
LOUNGE
TS
ZA
VERANDAH 2.
BAY WINDOW.
LOUNGE
KITCHEN
3510
5990
4283
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel:
Email:
Soil Testing
Name: 3
Tet: ~
Email:
18283
Revisions / Amendments:
| DAISSUE
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA
Client
G & MROBERTSON
Drawing Tie:
16440—
4200
2700
| 1390 + 20
LY 4-100
(> SD LEVEL 1
\
31360 (A)
]
LEVEL 1 FLOOR PLAN
Seale:
1: 100
Designed by:
SCC
Drawn by
RC
Drawing issued on:
02/24/16
Project Date:
01 Oct 2015
Project
1516
Drawing N
| $D201
Iesue N
30/03/17
Page 3
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28110
26310 1800
2 3305 9888 (A 2752 2193 30 1530) 6513 fA 1800
y
S
wy VAN 7 Y LRSM, WRAL M/A NL) MS OOO NAL A) ASA AION ALS LA POOLE LLNS WS L/D
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\ ‘commencement of any works. These
‘Construction to comply with all current
KK and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
“
KK
amended
<rawings are not to be used fr scaling
Copyright for design & drawings remain
\ the property of he authors.
|v — PROJECT CONSULTANTS:
| aes
| Structural Engineering
K
LS Name:
iN. fret
Ema:
BATH LAUNDRY BED 2 —
s < | Surveyor:
/
[>
robe
3440
3510
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Name:
< [Tet
Ema:
Private Certifier:
\
4
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Jo ed /
A
/
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L™
ARK
Name:
NS fret
Ema:
Hydraulic Engineering:
Ss
QI
ss
| =I
8 Tel
2 Ema
= Soil Testing
ENSUITE
WORKSHOP RL 14.4 m
ae
Se
?
|
|
|
|
|
|
|
|
At
—41920-
5990
OFFICE UNIT 1
GROUND
UNIT 2 5&3
GROUND
15900
30/03/17
WORKSHOP BENCH
|
Zz
wiR
Bench
2420
SBOE
S08 EEF
fn
aN
owN
—= _ Project
| PROPOSED NEW
| QUEENSLANDER
i Location:
| paige FEN t 27 & 29 Grant Street - NOOSA.
Client
| G&MROBERTSON
Ss f Ks i Drawing Tie:
cr=a LINE OF VERANDAH OVERS," GROUND FLOOR PLAN
_ \, -
LINE OF VERANDAH OVER : i
J ’ Seale: Drawing issued on:
a a . 1: 100 02/24/16
(4) SD. GROUND LEVEL » me ene
N74: 100 ~~
2405 \ 12975
Drawn by Project N"
RC 1516
Drawing N tesue N*
$D202 |
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[OCR of page images]
1:100
300mm HARDIE-PLANK
1:100
CORRUGATED ROOFING ON METAL BATTENS @ 900 CRS AS PER
MANUFACTURERS SPEC. (TIMBER BATTENS AT DECK AREAS)
TIMBER BALLUSTRADE
CLADDING AS PER SPEC.
3300
Garth Chapman
QUEENSLANDERS
Ap Senostone Covowiat Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
‘Standards Bldg By-Law 1975 and as
amended
Verify all dimensions onsite prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
‘Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel:
Email:
‘Surveyor:
Name:
Tel:
Email:
Private Certifier:
Name:
Tel:
Email:
Hydraulic Engineering:
Revisions / Amendments:
| DAISSUE 30/03/17
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
Cent
G & M ROBERTSON
Drawing Tie:
SOUTH & NORTH
ELEVATIONS
seal Drawing asued on:
1: 100 soro4iia
Designed by: Project Date:
scc 01 Oct 2015
Drawn by. Projectn"
RC 1516
Drawing N* tesue N°
SD501 I
Page 5
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[OCR of page images]
300mm HARDIE-PLANK
CLADDING AS PER
HWD POSTS _ ___SDROOF
20700
TIMBER BALLUSTRADE
AS PER SPEC. Soe
47700
CORRUGATED ROOFING ON METAL BATTENS @ 900 CRS AS PER
MANUFACTURERS SPEC. (TIMBER BATTENS AT DECK AREAS)
TL __sDLEVEL1
47700
(2) 4: 100
SD ROOF TOP.
==
SD GROUND LEVEL
14400
SD ROOF TOP
— SR aD
SD ROOF 45
0)
SD GROUND LEVEL 45
14400
3060
ss
8
ss
3300
9360
3300
Garth Chapman
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes.
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
‘Standards Bldg By-Law 1975 and as
amended
Verify all dimensions onsite prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
‘Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel:
Email:
‘Surveyor:
Name:
Tel:
Email:
Private Certifier:
Name:
Tel:
Email:
Hydraulic Engineering:
Revisions / Amendments:
| DAISSUE 30/03/17
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
Client
G & M ROBERTSON
Drawing Tie:
EAST & WEST
ELEVATIONS
seal Drawing asued on:
1: 100 soro4iia
Designed by: Project Date:
scc 01 Oct 2015
Drawn by. Projectn"
RC 1516
Drawing N* tesue N°
SD502 I
Page 6
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a) SD Cross Section
OY 43100
GUEST
MASTER
7
(2) SD Long Section
\E? 4-100
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{
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5
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1
{
SD ROOF TOP
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FRONT BOU!
23760
AR
ig Moti
Err SATAN
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
I
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
SD LEVEL 1
——Sre7790 Ap 27 & 29 Grant Street - NOOSA
Client
G & MROBERTSON
ring Tite:
SECTIONS
“GROUND LEVEL scale Drown ued
SP,GROUND LEVEL al) 1: 100 oarna/ta
14400
Regned : Project Oat
sce 01 Oct 2015
ran by Project"
RC 1516
Drawing N° Issue N°
SD601 |
Page 7
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[OCR of page images]
FRONT BOUNDARY
ENSUITE
REAR BOUNDARY
FQ MS ADO OAD DOA DAD DEAADNOANONWOADNOA NAS SAK
(7) SD Cross Section NW_
\27 4: 100
6180
REAR BOUNDARY
GUEST
MASTER]
KITCHEN
SD Cross Section SE
4: 100
SDROOF_ iy
oO 20700: \
__ SD LEVEL
4770
___ SDGROUNDLEVEL_ >)
14400
_ __SDROOF_@y
SD TOP PL tC
SDLEVEL1 ly
— — SD IT700-N
___ SD GROUND LEVEL
14400
FRONT BOUNDARY
‘mr
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
Client
G & MROBERTSON
Drawing Te:
SECTION
sea Drawing asued on:
1: 100 05/23/16
Designed by. Project Date:
scc 01 Oct 2015
Drawn by. Project
RC 1516
Drawing N tase W
SD602 |
Page 8
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[OCR of page images]
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
| GATE HOUSE
SITE BOUNDARY LINE
SITE BOUNDARY LINE
This drawing sto be readin conjuction
. with Engineers Drawings Report.
— ___ SDROOF_@y Construction to comply with all current
20700 \. and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
‘amended.
Verify all dimensions on site prior to
\ ‘commencement of any works. These
[
EXISITNG
TOPO
mS BRIDGE
/ L SDLEVEL1 >
oO oe, x = Oo iyo
VERANDAH GUEST MASTER ‘drawings are not to be used for scaling
BED
qette
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
SO GROUND LEVEL ls Private Certifier
~ © 14400 Name
Tel
Email
1600
— 5 Hydraulic Engineering:
(pn) Section A (B) Section B Wane
(A) ) en
N14: 100 N= 1100 Te
Soil Testing:
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
SITE BOUNDARY LINE
Bm SDROOF_ _ SSS = Sp ee
L/ 20700 ~
TOPO
MASTER BED J
NEW TOPO
| —-——]
_
CAL
1700
4 Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
KK
p
Mm SDLEVEL1
7 17700
1800
VA
Client
WINE CELLAR G & MROBERTSON
CAC REA
1600
Drawing Tie:
SECTIONS NEW
(Ja_SDGROUND LEVEL
< 14400 '
scale:
1:10
: Designed by. Project Date:
fC) Section C sce 01 Oct 2015
N= 1: 100 ora by Projet?
RC 1516
Drawing N tesue N*
SD603 |
Page 9
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‘SD GROUND LEVEL 4
~ 14400" \
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Revisions / Amendments:
1 DAISSUE 30/03/17
Project:
PROPOSED NEW
QUEENSLANDER
Lectin
27 & 29 Grant Street - NOOSA
ent
G & MROBERTSON
Drawing Te:
SECTIONS NEW 2
sea Drawing asued on
1: 100 o2nsit7
Designed by. Project Date
scc 01 Oct 2015
Drawn by. Project”
RC 1516
Drawing NY tesue N°
SD604 |
Page 10
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[ria hile
Err SATAN
Garth Chapman
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
Construction to comply with all curent
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing:
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA
Client
G & MROBERTSON
Drawing Tie:
EXTERIOR IMAGES 1
Seale: Drawing issued on:
02/15/17
Designed by: Project Date:
SCC 01 Oct 2015
Drawn by Project
RC 1516
Drawing N Iesue N
SD605 |
Page 11
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9 &' . ==# .
" 0 $
[OCR of page images]
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
Construction to comply with all curent
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA
Client
G & MROBERTSON
Drawing Tie:
EXTERIOR IMAGES 2
Seale: Drawing issued on:
02/15/17
Designed by: Project Date:
SCC 01 Oct 2015
Drawn by Project
RC 1516
Drawing N Iesue N
SD606 |
Page 12
! "## $ % #&' $
" % %& ()*+
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0 2(+2(*
= '& % :; , )< 8
" 0( 1 0(+
9& :; , )< 8 .
(+(
9 &' . ==# .
" 0* $
[OCR of page images]
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
Client
G & MROBERTSON
Drawing Tie:
EXTERIOR IMAGES 3
Seale: Drawing issued on:
02/15/17
Designed by: Project Date:
SCC 01 Oct 2015
Drawn by Project
RC 1516
Drawing N Iesue N
SD607 |
Page 13
! "## $ % #&' $
" % %& ()*+
, -
- .
-
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9 &' / $
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" 03 $
[OCR of page images]
Err SATAN
(ePTR@ er antta
QUEENSLANDERS
CONTEMPORARY + TRADITIONAL
SANDSTONE COLONIAL Homes
This drawing isto be readin conjuction
with Engineers Drawings Reports,
‘Construction to comply with all current
and relevant SAA & BCA-NCC Codes &
Standards Bldg By-Law 1975 and as
amended
Verify all dimensions on site prior to
‘commencement of any works. These
‘drawings are not to be used for scaling
Copyright for design & drawings remain
the property of the authors
PROJECT CONSULTANTS:
Structural Engineering:
Name:
Tel
Email
‘Surveyor:
Name:
Tel
Email
Private Certifier:
Name:
Tel
Email
Hydraulic Engineering:
Name:
Tel
Email
Soil Testing
Name:
Tel
Email
Revisions / Amendments:
| DAISSUE 30/03/17
Project
PROPOSED NEW
QUEENSLANDER
Location:
27 & 29 Grant Street - NOOSA.
Client
G & MROBERTSON
Drawing Tie:
EXTERIOR IMAGES 4
scale Drawing issued on
o2i7it7
Designed by Project Oat
sce 01 Oct 2015
Oran by Projectn"
RC 1516
Drawing N* Issue N*
SD608 |
Used in these records
Appendix 2- Building Design Drawings.pdfRelated documentApplication case desk ↗
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