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Att 1 Revised Plans
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Log in to see the plans as drawnAttachment 1 Revised Architectural Plans Response to Council’s Information Request – Application for a Development Permit to Establish a Dual Occupancy (MCU21/0192) 164 Edwards Street, Sunshine Beach 4567 QLD Lot 108 on RP94566 Adam Flanagan and Shane Tye
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Full text of sections 2 to 8 (of 21)
Section 2
Adam Flanagan & Shane Tye Proposed Duplex at 164 Edwards Street, Sunshine Beach [OCR of page images] Adam Flanagan & Shane Tye Proposed Duplex at 164 Fdwards Street, Sunshine Beach - Ma a r : mh sl me Sy SY a l A i} q MN bliin se RE Sek ee OS G GARLAND | DESIGN O Jasmin Chandler | 0408 866 692 garland.desigr © garlanddesign.com.au & [email protected]
Section 3
GENERAL NOTES
To be read in conjunction with all drawings; refer to GLAZING SMOKE ALARMS DRAWING LIST
consultants drawings and specifications for co-ordination of All glazing to be designed and installed in accordance with All smoke alarms to be installed in accordance with AS3786.
services and extent of works. AS2047 and AS1288. Manufacturer to provide certification Smoke alarms in the dwelling must: SHEET NAME SHEET NUMBER ISSUE DATE REVISION
on completion. 1. Be photoelectric (AS3786-2014); and
STRUCTURAL DETAILS 2. Not also contain an ionisation sensor; and Cover WD.1.01 21.12.2021 C
Refer to Consulting Engineer's drawings for all structural WATER CLOSETS 3. Be hardwired to the mains power supply with a secondary General Notes WD.1.02 21.12.2021 C
details. The doors to sanitary compartments must be readily power source (i.e. battery); and
removable from outside the compartment. 4. Be interconnected with every other smoke alarm in the Site Plan WD.2.01 21.12.2021 C
DIMENSIONS dwelling Understorey Park WD.2.02 21.12.2021 C
Do not scale from drawings. Given dimensions are to have WC's to have a minimum clearance of 900mm.
priority over scaled dimensions. Smoke alarms must be installed on each storey: GF Overall Plan WD.2.03.1 21.12.2021 C
All toilet systems to be dual flush. 1. In each bedroom; and GF Dimension Plan WD.2.03.2 21.12.2021 C
CONSTRUCTION 2. In hallways which connect bedrooms and the rest of the
All design, construction and materials to be in accordance SHOWERS dwelling; or Level 1 Plan WD.2.04 21.12.2021 C
with: AAA shower roses to be supplied in accordance with QDC. 3. If there is no hallway, between the bedroom and other Slab Plan WD.2.05 21.12.2021 C
Australian Standards; parts of the storey; and
National Construction Code (NCC); WET AREAS 4. If there are no bedrooms on a storey at least one smoke Roof Plan WD.2.06 21.12.2021 C
Queensland Development Code (QDC); Wet areas are to be waterproofed in accordance with alarm must be installed in the most likely path of travel to exit Landscaping Plan WD.2.07 21.12.2021 C
Building Regulations; AS3740 and the requirements of the NCC. Floor tiles and the dwelling.
Manufacturers specifications and installation details for floor waste to all wet areas. Floors to fall to floor waste at a Elevations WD.3.01 21.12.2021 C
materials used. grade of 1 in 60. All timber walls to wet areas to be lined with Prescribed locations for installing smoke alarms, where Elevations WD.3.02 21.12.2021 C
a waterproof cladding. practicable, must be placed on the ceiling. Smoke alarms
SETOUT must not be placed: Sections WD.4.01 21.12.2021 C
Contractor/builder to confirm all dimensions, levels, BRACING AND TIE DOWNS 1. Within 300mm of a corner of a ceiling and a wall; Sections WD.4.02 21.12.2021 C
boundary lines and pegs on site prior to commencement of Provide bracing and tie down to timber framing in 2. Within 300mm of a light fitting;
any work. accordance with AS1170.2 and the Engineer's drawings. 3. Within 400mm of an air conditioning vent;
Details WD.5.01 21.12.2021 C
4. Within 400mm of the blades of a ceiling fan. Schedules WD.6.01 21.12.2021 C
Should site conditions differ from those indicated seek STORM WATER DRAINAGE
instructions from the Designer. Storm water drainage management system to be in There are special requirements for stairways, sloping ceilings
3D Perspectives WD.7.01 21.12.2021 C
accordance with AS/NZS 3500.3.2. Surface drainage to and ceilings with exposed beams. Specific requirements will Visualisations WD.7.02 21.12.2021 C
DRAINAGE discharge evenly within the site and without nuisance to the be explained in the Building Fire Safety Regulation 2008.
Adequate site drainage should be installed to ensure that
Visualisations WD.7.03 21.12.2021 C
adjoining properties.
natural runoff is directed away from the proposed
walls and footings. Subsurface drainage must be installed SEWERAGE DRAINAGE
behind retaining walls to prevent development of Sewerage drainage to be in accordance with the local
hydrostatic pressure. authority requirements.
EROSION AND SEDIMENT CONTROL DAMP PROOF COURSE
Provide erosion and sediment control structures to perimeter A damp proof course must be provided in accordance with
of work area and maintain in a functional condition as AS2870.
required by the local authority.
LIGHTING
BUILDING PLATFORM Artificial lighting must be provided in accordance with
Platform immediately surrounding the building is to fall away AS1680.
from from the building at a minimum slope of 1 in 20.
Energy efficient lighting must be 80% min of the total fixed
CUT AND FILL artificial lighting as per QDC.
Cut and fill batters not to exceed a maximum slope of 1 in 1.
WATER SYSTEMS
TERMITE PROTECTION Hot water, warm water and cooling water systems must be
Termite protection to be provided in accordance with AS3660 installed in accordance with AS/NZS3666.1.
with a method to the satisfaction of the Building Certifier.
Solar hot water system, gas hot water system or heat pump
ROOF SHEETING must be supplied in accordance with QDC.
Roof sheeting to be installed in accordance with AS1562.1
and the manufacturers specification for the relevant wind STAIRS AND BALUSTRADES
classification applicable to the site. Stair construction is to comply with NCC part 3.9.1.3 and
3.9.1.4.
STEELWORK
All steelwork fittings and fixtures shall be hot dipped Balustrade positioned min. 865mm above nosing of treads.
galvanised. 1000mm minimum above balcony, landing of the like.
ROOF TRUSSES Opening in balustrades to be constructed so a 125mm
Timber roof trusses to be designed and constructed to the sphere is not permited to pass throught and for a stair the
relevant wind category. space tested is above the nosing.
TIMBER Balustrades to comply with NCC part 3.9.2.2 and 3.9.2.3.
All workmanship and materials shall be in accordance with
AS1684.2 and Engineer's details. SWIMMING POOL
Swimming pool fences to comply with the requirements of
Store timber 150mm minimum clear of ground, evenly the NCC part 3.9.3 (Swimming Pool Access).
supported, well ventilated and protected.
Swimming pool fences must be 1200mm minimun height
Use timbers with durability class and preservative treatment clearance between bottom of fence and finish floor level of
suited to intended application as outlined in AS1684.2. deck must not exceed more than 100mm.
21/12/2021 11:16:20 PM
Swimming pool gates must swing outwards from the pool
area.
For engineering information, Engineer's drawings and information shall take precedence over architectural drawings. 164 Edwards Street, Date: Rev: Issue: Scale: Title: Date:
Client Project
The Building Designer's drawings and recommendations shall take precedence over architectural drawings. The
Amendments
06.08.2021 A Working Drawings 1 : 10 General Notes 21.12.2021
Sunshine Beach
Job Details
author is to be notified immediately, should any errors, discrepancies, or conflict become apparent and prior to
Copyright
05.10.2021 B Outdoor Area Roof & Landscape Plan
proceeding with the works.
Copyright: The design content shown on this drawing remains the property of Garland Design and is provided only 21.12.2021 C Revised Working Drawings in Response to RFI
MCU21/0192 Des: JC Project #: Drawing #: Issue:
for the use described. This drawing may not be copied, altered, have sections omitted, erased or changed in any
way without the prior written approval of Garland Design. Adam Flanagan & Shane Tye Check:JC 21.107 WD.1.02 C
Section 4
R.P.D
LOT 108 ON RP94566
LOCAL GOVT: NOOSA SHIRE COUNCIL
SUNSHINE BEACH LOCALITY
SITE AREA 511.8m²
UNIT 1
NOTE: 2000 GROUND LEVEL FLOOR AREA 49.5m²
POOL SAFE FENCE/BALUSTRADE TO POOLS TO CONFORM TO CURRENT QDCMP3.4, (EXCLUDING STAIRS)
AS 1926.1, AS 1926.2 + RELEVANT LOCAL AND STATE REGULATIONS AND ACTS OMP LEVEL 1 FLOOR AREA 53m²
POOL AND RETAINING WALLS WITHIN THE FRONT 6m SETBACK MUST NOT
(EXCLUDING VOID)
PROTRUDE MORE THAN 1m ABOVE NGL 0" UNIT 1 TOTAL AREA 102.5m²
20 16' 4
124°
6000
00
LANDSCAPING TO 40% OF SITE, OF WHICH 60% OF THAT PERCENTAGE SHOULD BE OM 9m UNIT 2
SOFT LANDSCAPING P 18.0
OMP
GROUND LEVEL FLOOR AREA 56m²
2' 10"
(EXCLUDING STAIRS)
m
RETAIN EXISTING VEGETATION FOR NATURAL SHADING WHERE POSSIBLE
26.04
LEVEL 1 FLOOR AREA 46m²
241° 0
PLUNGE POOL DECK (EXCLUDING VOID)
2.48m x 4.8m UNIT 2 TOTAL AREA 102m²
BLOCK DIVIDING FENCE GABION RETAINING WALL 1250mm HT
MAX. 2m HT POOL SAFE (NON - CLIMBABLE) TOTAL GFA 204.5m²
CL PROPOSED
BALCONY SITE COVER 39.95%
RED HATCHED REGION INDICATES
3°
GABION RETAINING WALL 2-STOREY BUILDING SETBACKS
LOT 108 PROPOSED DUAL OCCUPANCY CL
"
10
511.8m²
0'
m
PARTY WALL (SHOWN DASHED)
°0
MAIN CONTRACTOR NOTE:
9
89
.5
FOR BOUNDARY BEARINGS & DISTANCES
26
REFER TO REGISTERED PLAN & SURVEY.
3°
UNIT 1 UNIT 2 1. WATER, SEWER, POWER &
EXTERNAL WALLS BELOW (SHOWN DASHED) COMMUNICATION CONNECTIONS REFER
TO SURVEY DRAWINGS & DBYD.
BUILDER TO DETERMINE EXACT
PROPOSED DECK PROPOSED BLOCK RETAINING >1.5m LOCATION ON SITE.
e
PLUNGE POOL DRIVEWAY
3520 POOL OMP
2. ALL DIMENSIONS & LEVELS ARE
6000 OMP
2.4m x 4.8m BIN STORE AND SCREENING
e
SUBJECT TO SETOUT ON SITE
n
nb
s s s s s s s s
CARPARK IL33.62 (DROP DOWN)
3. ALL DIMENSIONS ARE TO OUTSIDE
s s s s IL33.16 s
e
s s s
s FACE OF STUD / STRUCTURE UNLESS
2500
s 34.65
5m 1.8m CONC BLOCK FENCE 319° 59' 10" LB SEWER MANHOLE NOTED OTHERWISE.
e
34.60
4. FOR ALL STRUCTURAL FRAMING,
n
5m 1.8m HIT & MISS 35.74 5m 1.8m HIT & MISS
GARDEN 500 MAX
SCREW
nb
TIMBER FENCE FH TIMBER FENCE 29.16 m WATER VALVE FIXING CONNECTIONS, CONCRETE &
e
w w w w w w w w w w w w w
PP nbn nbn
w w w w w REINFORCING DETAILS REFER TO
e e nbn nbn nbn nbn nbn nbn nbn nbn
e
e e e e e e e
STRUCTURAL ENGINEERS DRAWINGS
e e e e e PP
e e e 5. DRIVEWAY TO COMPLY WITH LOCAL
1500
BUILDING REGULATIONS
6. FINISHED GROUND LINE TO FALL AWAY
500 4000 500 DRIVEWAY AND CROSSOVER TO COMPLY WITH FROM BUILDING AS PER BCA 3.1.2.3
NOOSA COUNCIL RESIDENTIAL DRIVEWAY PLAN
5000 MAX FOR A DUPLEX FRONTAGE < 20.0m
N
34.99 REFER NOOSA COUNCIL STANDARD DRAWING
NAIL
RS-049 & RS-050 SITE PLAN LEGEND
e Electrical
nbn NBN Cable Trench
EDWARDS STREET s Sewer Main
w Water
Site Plan O'H Overhang
1 1 : 200
OMP Outermost Projection
SB Setback
21/12/2021 11:16:21 PM
For engineering information, Engineer's drawings and information shall take precedence over architectural drawings. 164 Edwards Street, Date: Rev: Issue: Scale: Title: Date:
Client Project
The Building Designer's drawings and recommendations shall take precedence over architectural drawings. The
Amendments
06.08.2021 A Working Drawings 1 : 200 Site Plan 21.12.2021
Sunshine Beach
Job Details
author is to be notified immediately, should any errors, discrepancies, or conflict become apparent and prior to
Copyright
05.10.2021 B Outdoor Area Roof & Landscape Plan
proceeding with the works.
Copyright: The design content shown on this drawing remains the property of Garland Design and is provided only 21.12.2021 C Revised Working Drawings in Response to RFI
MCU21/0192 Des: JC Project #: Drawing #: Issue:
for the use described. This drawing may not be copied, altered, have sections omitted, erased or changed in any
way without the prior written approval of Garland Design. Adam Flanagan & Shane Tye Check:JC 21.107 WD.2.01 C
Section 5
FLOOR AREAS
WD.3.02 UNDERSTOREY PARKING 62m²
1
600 BLOCK PARTY WALL EXTENDS FROM GROUND FLOOR LEVEL
8470
190 8090 190
190 190
190 1900 6000
BLOCK 90 150 PLUMBING DUCT
NOTE
190
190
WD.3.01 2 FALL FALL 2 WD.3.02
6860
6480
7460
7270
8360
STORAGE UNDERSTOREY PARKING
CONCRETE
RL. 33.9 m
PLUMBING DUCT
PLUMBING DUCT
BLOCK 310 BLOCK
190
90
200 490
RL. 33.9 m
1500
90
RL. 33.9 m GRATED VEHICULAR DRAIN RL. 33.9 m
BLOCK RET. WALL
nom. 1200mm HT
3190
REFER GROUND FLOOR PLAN FALL
UNIT 1 PLUNGE POOL FALL BLOCK RET. WALL
UP nom. 1000mm HT
N
REFER GROUND FLOOR PLANS FOR POOL CONC. LANDING RL 35.55 nom.
5900
UP
EXTERNAL CONC. STEPS
7500
max. 950mm HT FROM FGL
190
RL. 34.6 m 300mm WIDE TREADS
190mm RISER MAX.
BLOCK UNDER LANDING
BIN ENCLOSURE
SCREENING
2710
ADDITIONAL CARPARK FALL FALL nom. 1500mm HT
2.4m x 5.4m MIN (SHOWN DASHED)
Garage Plan CONCRETE DRIVEWAY
1 1 : 100
1 FALL
FALL FALL FALL
0 1 2 3 4 5m
1000
WD.3.01GARDEN GARDEN
21/12/2021 11:16:22 PM
LB
For engineering information, Engineer's drawings and information shall take precedence over architectural drawings. 164 Edwards Street, Date: Rev: Issue: Scale: Title: Date:
Client Project
The Building Designer's drawings and recommendations shall take precedence over architectural drawings. The
Amendments
06.08.2021 A Working Drawings 1 : 100 Understorey Park 21.12.2021
Sunshine Beach
Job Details
author is to be notified immediately, should any errors, discrepancies, or conflict become apparent and prior to
Copyright
21.12.2021 C Revised Working Drawings in Response to RFI
proceeding with the works. MCU21/0192
Copyright: The design content shown on this drawing remains the property of Garland Design and is provided only
for the use described. This drawing may not be copied, altered, have sections omitted, erased or changed in any Des: JC Project #: Drawing #: Issue:
way without the prior written approval of Garland Design. Adam Flanagan & Shane Tye Check:JC 21.107 WD.2.02 C
Section 6
NOTES:
UNIT 1
PARTY WALL 190mm CORE FILLED BLOCK TO ACHIEVE 60/60/60 FRL, WD.3.02 GROUND LEVEL FLOOR AREA 49.5m²
EXTENDS TO U/S ROOF SHEET TO CONFORM WITH NCC VOL 2 - 3.7.3.2
(EXCLUDING STAIRS)
2500 4800 LEVEL 1 FLOOR AREA 53m²
BLOCKWORK PARTY WALL INTERNALLY TO BE USED IN CONJUNCTION 1
WITH USGBORAL MW1.2B SYSTEM+ TO ACHIEVE 51 Rw+Ctr (EXCLUDING VOID)
REFER DETAIL SHT WD 5.01 UNIT 1 TOTAL AREA 102.5m²
0"
INTERNAL STAIRS - 250mm TREAD - 182mm (nom) RISER 16' 4 UNIT 2
124° 3000 900
9m GROUND LEVEL FLOOR AREA 56m²
18.0 (EXCLUDING STAIRS)
GABION RETAINING WALL
BA3 LEVEL 1 FLOOR AREA 46m²
(EXCLUDING VOID)
PROPOSED PLUNGE POOL POOL DECK
GABION RETAINING WALL LEVEL 1 TOTAL AREA 102m²
2480
2.48m x 4.8m 8m²
BA3
1250mm HT
POOL SAFE POOL EQUIP. TD
(NON - CLIMBABLE) (BELOW) TOTAL GFA 204.5m²
1
16050 WD.4.02
BA3 UP BA3 SITE COVER 39.95%
190
1500
7580 8280 POOL SAFE GATE
O/A POSTS TO OUTDOOR AREA LINE OF BALCONY OVER
LINE OF BLOCKWORK
FENCE max. 2m HT
LINE OF BALCONY OVER
LINE OF BALCONY OVER
CL P1 P1
2' 10"
2
m
2400
WD.4.01 OUTDOOR AREA YARD
"
26.04
10
241° 0
BALCONY (OVER) 71m²
0'
CO
m
°0 GARDEN GARDEN
9
89
.5 W104
26
GABION RETAINING WALL D103 W206 D202
600
2130 GSSD DP 1806LV DP DP 1806LV DP 2145 GSSD
DP
SK
STORAGE
LAUNDRY SK
D106
720
LAUNDRY
1800
3.20 m²
TV 2.67 m² WM WM/DR
VOID OVER TV
WD.3.01 2 LINEN VB D203 2 WD.3.02
720 CL
LOUNGE VB LOUNGE
TIMBER SCREEN
TIMBER SCREEN
D204
720 C/S
720
D105
23.22 m² PWD PWD 26.71 m²
BBQ TS TS
7460
CO CO
8960
8960
VOID OVER
RL. 36.55 m RL. 36.55 m
VOID OVER
8360
2136 GSSD
2106 LV 2106 LV 2111 FG
W203 W204 W205
D102
6560
BA1
BA1
PLUMBING DUCT
OV/CT UP UP OV/CT
OUTDOOR AREA KITCHEN / DINING ENTRY ENTRY KITCHEN / DINING GABION RETAINING WALL LEGEND.
STEP DOWN WITH BATTER
14.92 m² 8.17 m² 8.43 m² 16.82 m²
PLUMBING DUCT
P2 UPPER LEVEL (OVER) Mark Description
CO
BAR FR DW SK D101 W101 W201 D201 SK DW FR BENCHSEAT
BA1 Semi Frameless Glass Stair
P2
2110H 2110LV 2109LV 2110H Balustrade
W103 W102 PORCH PORCH W202
BA3 Semi Frameless Glass Pool Safe
900
1210 AW 0624 FG 3.00 m² 3.00 m² 0624 FG CO
BA3 RL. 36.5 m DN RL. 36.5 m Fence/Gate
POOL SAFE GATE
PLANTER
BOX
BBQ Barbeque
CL Clothesline
LINE OF POOL UNDER
PROPOSED PLUNGE POOL POOL DECK
2290
2380
2.48m x 4.8m 21m² CO Concrete - Polished
3310
2 1
N
DP PVC Downpipe 90mm dia.
BA3
TD RL. 34.6 m
WD.4.01 WD.4.02
FR Fridge Position
POOL EQUIP.
LB Letterbox
GARDEN
4700 900 3400 (BELOW)
930
DECK
IL33.62 (DROP DOWN)
IL33.16 OV/CT Oven / Cooktop / Rangehood
190
s
2710
s s DRIVEWAY RL 34.65
P1 100 SHS Post to Engineer's spec.
s s SEWER MANHOLE
s s s P2 150 SHS Post to Engineer's spec.
Ground Floor Overall Plan s s s
1 1 s s
SK Stainless Steel Sink
2500
1 : 100
0 1 2 3 4 5m
GARDEN TD Dressed Hardwood Timber Decking
1000
WD.3.01 TS Toilet Suite
21/12/2021 11:16:23 PM
LB
34.60
SCREW
TV Television Position
For engineering information, Engineer's drawings and information shall take precedence over architectural drawings. 164 Edwards Street, Date: Rev: Issue: Scale: T VB
itle: Vanity Basin Date:
Client Project
The Building Designer's drawings and recommendations shall take precedence over architectural drawings. The
Amendments
06.08.2021 A Working Drawings 1 : 100 GF Overall Plan 21.12.2021
Sunshine Beach
Job Details
author is to be notified immediately, should any errors, discrepancies, or conflict become apparent and prior to
Copyright
21.12.2021 C Revised Working Drawings in Response to RFI
proceeding with the works. MCU21/0192
Copyright: The design content shown on this drawing remains the property of Garland Design and is provided only
for the use described. This drawing may not be copied, altered, have sections omitted, erased or changed in any Des: JC Project #: Drawing #: Issue:
way without the prior written approval of Garland Design. Adam Flanagan & Shane Tye Check:JC 21.107 WD.2.03.1 C
Section 7
16050
LEGEND. 190
1460 6120 8100 180 BLADE WALL
Mark Description
39º WALL
BA3 Semi Frameless Glass Pool Safe Fence/Gate 90 7490 8190 90
BBQ Barbeque
650 100 4285 100 645 900
CL Clothesline
CO Concrete - Polished NOTE: BLOCKWORK DIVIDING NOTE: GABION RETAINING
DP PVC Downpipe 90mm dia. FENCE NOT SHOWN WALL NOT SHOWN IN THIS
IN THIS VIEW FOR CLARITY PROPOSED PLUNGE POOL POOL DECK VIEW FOR CLARITY
FR Fridge Position 2500 4800
O/A POOL
2480
OV/CT Oven / Cooktop / Rangehood O/A POOL
P1 100 SHS Post to Engineer's spec. 190
P2 150 SHS Post to Engineer's spec. 90 5400 90 1985 2535 90 5500 90
SK Stainless Steel Sink 1
TRH Toilet Roll Holder @ 700 UNO 2 90 WD.4.02
WD.4.01
800 1095 945 90
TS Toilet Suite LIN PDR 65PDR
15 65
VB Vanity Basin
nom. nom.
3900
P1 P1
*nom. O/A WIDTH PARTY WALL 265 *
INTERNALLY TO ACHIEVE 51 Rw+Ctr
90 1220 600 BLOCKWORK
600 BLOCKWORK
600 BLADE WALL
OUTDOOR AREA
3000
AS PER USGBORAL MW1.2B SYSTEM+
BALCONY (OVER)
D103 W104 W206 D202
90
90
90
2130 GSSD DP 1806LV DP DP 1806LV DP 2145 GSSD
DP
90
39.0°
90
SK
STORAGE
SK
D106
1800 90 1080
720
LAUNDRY LAUNDRY
1390
39º WALL
1480
1530
310 LIN
1800
8960 O/A CORE FILLED 190 BLOCK PARTY WALL
6680 O/A LENGTH MW1.2B ACOUSTIC SYSTEM
WM
6680 O/A LENGTH MW1.2B ACOUSTIC SYSTEM
WM/DR
VOID OVER
LINEN VB D203
1660 PWD
VB CL
720
90
LOUNGE
90
TIMBER SCREEN
TIMBER SCREEN
D204
720 C/S
720
SCREEN
D105
SCREEN
4480
PWD PWD
1580
1440
1590
8960 O/A CORE FILLED 190 BLOCK
TRH
TRH
BBQ LOUNGE
60 90
TS TS CO
3000
CO RL. 36.55 m
90
RL. 36.55 m
90
7460
7280
7280
7460
300mm SURROUND
8960
VOID OVER
OVERHANG TO 2400 1100 1100 2400 300mm SURROUND
VOID OVER
5200
OVERHANG TO
5060
ISLAND BENCH 300 300 300 300
1800 1800 ISLAND BENCH
5660
2136 GSSD
2106 LV 2106 LV 2111 FG
300 500 300
300 500 300
ISLAND BENCH ISLAND BENCH
W203 W204 W205
3620
90
3470
90
D102
1100
1100
BA1
BA1
PLUMBING DUCT
OV/CT UP UP OV/CT
2710
2710
P2
KITCHEN / DINING KITCHEN / DINING
1200
1200
ENTRY ENTRY
PLUMBING DUCT
P2 OUTDOOR AREA
900 600 90
1175
90
ER
UPPER LEVEL (OVER) CO BENCHSEAT
OV
BAR D101 W101 W201 D201 LINE OF DUCT UNDER
90
FR DW SK SK DW FR
BLOCKWORK
510
OR
P2
2110H 2110LV 2109LV 2110H
FLO
1500
1500
OF
90
PORCH PORCH
90
90
P2 150
W103 W102 W202
E
900
900
900
LIN
1210 AW 0624 FG 0624 FG CO
RL. 36.5 m RL. 36.5 m
BA3 DN
3000 TIMBER DECK TREADS
BLADE WALL
BLADE WALL
BLADE WALL
PLANTER
PLANTER
710
GATE
2480 O/A POOL
BOX 300mm WIDE TREADS
2380 POOL
GARDEN GARDEN
190
3310POOL DECK
4700 900 3400 190mm RISER MAX.
LANDING
1500
2 GARDEN RL. 35.55 m RL. 34.6 m
1
PROPOSED PLUNGE POOL 4300 WD.4.01 LANDING WD.4.02
BA3
265* *nom. O/A WIDTH PARTY WALL
930
830
POOL DECK
DECK
1185 1135 INTERNALLY TO ACHIEVE 51 Rw+Ctr
STAIRS STAIRS AS PER USGBORAL MW1.2B SYSTEM+
N
PLUMBING DUCT 150 90 KIT NIB 600 15
1985 nom. 65 1935
nom. 90 250 PLUMBING DUCT NOTES:
90 5400 90 2000 190 2000 90 6100 90 PARTY WALL 190mm CORE FILLED BLOCK TO ACHIEVE 60/60/60 FRL,
EXTENDS TO U/S ROOF SHEET TO CONFORM WITH NCC VOL 2 - 3.7.3.2
Ground Floor Dimension Plan 2000 180 BLADE WALL 5920 180 BLADE WALL
1 1 : 100
BLOCKWORK PARTY WALL INTERNALLY TO BE USED IN CONJUNCTION
3575 7580 8280 WITH USGBORAL MW1.2B SYSTEM+ TO ACHIEVE 51 Rw+Ctr
0 1 2 3 4 5m REFER DETAIL SHT WD 5.01
21/12/2021 11:16:23 PM
3575 16050 INTERNAL STAIRS - 250mm TREAD - 182mm (nom) RISER
For engineering information, Engineer's drawings and information shall take precedence over architectural drawings. 164 Edwards Street, Date: Rev: Issue: Scale: Title: Date:
Client Project
The Building Designer's drawings and recommendations shall take precedence over architectural drawings. The
Amendments
06.08.2021 A Working Drawings 1 : 100 G F D i m e n s i o n P l a n 21.12.2021
Sunshine Beach
Job Details
author is to be notified immediately, should any errors, discrepancies, or conflict become apparent and prior to
Copyright
21.12.2021 C Revised Working Drawings in Response to RFI
proceeding with the works. MCU21/0192
Copyright: The design content shown on this drawing remains the property of Garland Design and is provided only
for the use described. This drawing may not be copied, altered, have sections omitted, erased or changed in any Des: AuthorP r o j e c t # : Drawing #: Issue:
way without the prior written approval of Garland Design. Adam Flanagan & Shane Tye
Section 8
21.107
C h e c k : Checker WD.2.03.2 C
The text continues on section 9.