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Amended Architectural Plans
Attached to the e-mail MCU22/0128 - 178 Davis Road Cootharaba - Information Response - Email 1 of 2.
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Plans and drawings
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Log in to see the plans as drawn COOTHARABA BARN HOUSE
TENDER DOCUMENTATION
-
M . 0406 620 460
C O P Y R I G H T : No reproduction of all or part of this drawing may be CLIENT. DRAWING TITLE. PROJECT NO. OCT N G DRAWING
W . S A R A H W A L L E R A R C H I T E C T U R E .C O M .A U undertaken without the express written permission of Sarah Waller
Architecture. J A N E L L E + D E Z Z Y D E S O U Z A 2103 N2 U
0 2M2 B E R NUMBER
E . S A R A H @ S A R A H W A L L E R A R C H I T E C T U R E .C O M .A U
R E G . ARCHITECT QLD NO. 5266 TENDER DOCUMENTATION
000
GENERAL NOTES: Use written dimensions only. DO NOT scale SIZE. REV.
R E G . ARCHITECT NSW NO. 10914 drawings. Contractors to verify all dimensions on site prior to
1 7 8 D A V I S R O A D @ A2
NTS
C O V E R S H E E T
commencing works. These drawings are to be read in conjunction
R E G . ARCHITECT NZ NO. 6126 w i t h E n g i n e e r 's d e s i g n a n d d e t a i l s , t h e a c c o m p a n y i n g S p e c i f i c a t i o n
C O O T H A R A B A Q L D 4 5 6 5
AIA NO. 67835 and Schedule of Finishes. If in doubt, please request clarification.
D R A W N B Y .
DO NOT ASSUME.
A
FD
LK, A D
GSPublisherVersion 181.8.57.63
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Full text of sections 2 to 4 (of 24)
Section 2
4
Construction Notes: Plumbing Drawing Schedule SP139163
FH
Also refer to Designers Specification + Schedules FH
Dwg # Drawing Title Size Scale
General STORMWATER: Roof runoff is to comply with AS 3500 and Part 3.1.2 of the
DA
NCC and is to be connected to stormwater, except where indicated otherwise. 000 COVER SHEET A2 ... NTS
DIMENSIONS: Use figured dimensions only, do not scale off drawings.
VIS
The position of any pipework shown is diagrammatic only, exact locations
Builder is to verify all dimensions and RLs on site prior to the commencement of 001 LOCATION PLAN A2 ... 1:2000
including discharge points should be approved by the appropriate authority
works. Any discrepancies are to be referred to the Architect prior to the
prior to commencement . Prior to back filling, photographic records of pipework
RO
construction, installation or manufacture of any works. 002 SITE PLAN A2 ... 1:500
shall be taken by the builder.
003 SITE SURVEY A1 ... 1:1
AD
EXISTING SITE CONDITIONS: All existing elements shown on drawings
have been extrapolated from the site survey and / or site measurements and
SANITARY PLUMBING: Sanitary plumbing shall comply with The Plumbing 004 SITE SURVEY A1 ... 1:1 2
are approximate only. The Builder is to inform themselves of the existing site and Drainage Act 2002. Sanitary plumbing is to be connected to Council sewer
in accordance with local authority requirements.
005 SITE SURVEY A1 ... RP205081
conditions and services prior to the commencement of works. "AS
CONSTRUCTED" drawings, together with any approvals, test results or warranties, 110 FLOOR PLAN A2 ... 1:100 FH
shall be prepared by the nominated Subcontractor and lodged with the Builder
ACCESS PANELS: All plumbing ducts are to have access panels to meet 111 GENERAL ARRANGEMENT A2 ... 1:100 4
prior to the final commissioning of the works.
Council requirements and have required sound ratings if adjacent to habitable
rooms or common areas.
112 ROOF PLAN A2 ... 1:100 SP139163
SETOUT: Before commencing construction, all dimensions, existing levels, 113 SHED A2 ... 1:100 FH
finished levels and all site services are to be verified on site by the Builder. Builder WATER SAVING DEVICES: In accordance with the Water Saving Targets 121 RCP GROUND FLOOR A2 ... 1:100 5
to confirm exact siting and orientation of the structure prior to construction set
out. Confirmation of heights and setbacks to be carried out by a Licensed
of the Queensland Development Code (and other State codes as necessary),
201 ELEVATIONS SOUTH + WEST A2 ... 1:100 SP139163
all new construction must comply with Water Saving Target Group 7: Water
Surveyor. savings targets of 70 kL per year for new detached houses. In accordance with 202 ELEVATIONS NORTH + EAST A2 ... 1:100 FH
Part 29 of QDC & Water Act 2000, water saving shower heads must be used as a
minimum. Toilet cisterns to have Dual Flush Capability not exceeding 6L on full 301 CROSS SECTIONS A+B A2 ... 1:100
DOCUMENTATION: These drawings are to be read in conjunction with the flush and 3L on Half Flush. Use water and energy saving devices through-out. 302 CROSS SECTION C+D A2 ... 1:100
Structural and Hydraulic Engineer’s design and details, the Architectural Finishes
303 CROSS SECTIONS E A2 ... 1:100
2
Schedules and the Tender Specification. Refer to Engineer's details for: footings,
slab, tiedown, bracing, framing schedule, floor construction, roof framing and
HOT WATER SYSTEM: 5 Star Rated System to be specified by
304 CROSS SECTIONS F + G A2 ... 1:100
RP205081
truss details, wind category, pool and retaining wall information. Any deviations Subcontractor and approved by Architect prior to installation.
FH
Power Line
to member sizing, bracing or structural details by the Builder are not valid 305 CROSS SECTIONS H + I A2 ... 1:100
without suitable documentation and certification by a RPEQ Structural Engineer. FEES AND APPROVALS: The Builder is responsible for paying all Local 401 DOOR SCHEDULE A2 ... 1:1
Authority fees and charges associated with new connections. Plumbing work is Macadamia Orchard
to be carried out by a licensed Plumber and in accordance with the 402 WINDOW SCHEDULE 1 A2 ... 1:1
REGULATIONS: All work is to comply with the National Construction Code of
requirements of the Local Authority. The Builder shall be responsible for all 403 WINDOW SCHEDULE 2 A2 ... 1:1
4
Australia (NCC)'s requir ements for Class 1 Construction and it's most current permits and approvals. 5 RP893987
amendments. All works shall also be in accordance with Australian Standards, 501 MUDROOM & LINEN A2 ... 1:20
Local Council Requirements, the relevant State development code and all
SP139163 FH
502 LAUNDRY AND STORE A2 ... 1:20
other relevant by-laws and authorities.
Wet Areas FH
503 GUEST ROOM A2 ... 1:20
BAL RATING: All Windows, external Doors and external Finishes to comply 6
504 BATHROOM A2 ... 1:20
with the requirements of AS3959 for BAL29.
SET DOWNS: Set downs to be allowed for in floor construction to allow for 505 ENSUITE 2 A2 ... 1:20 SP139163
Residential
shower fall and for a flush threshold between tiled floor and adjoining floor FH
Potential Bushfire Impact Buffer
Residential
WORK HEALTH AND SAFETY: Construction workers are to determine safe finishes. 506 ENSUITE 3 A2 ... 1:20 Dwelling
Dwelling
manual and mechanical handling, lifting and installation of architectural fixtures 507 BED 2 AND BED 3 A2 ... 1:20
and components in accordance with Work Health and Safety instructions on
DAVIS ROAD
Manufacturer’s documentation. DOOR HINGES: All toilet doors are to have lift off hinges. 508 OUTDOOR KITCHEN A2 ... 1:20
North Boundary 186.7 m
509 KITCHEN A2 ... 1:20
DISBURSEMENT
CERTIFICATES: Upon completion of work, Builder is to obtain a Certificate of WATERPROOFING: Waterproofing to comply with AS 3740 and part 3.8.1 of
Completion from a Building Certifier and provide this Certificate, along with all the NCC. All wet areas are to be lined with suitable moisture resistant linings in
510 KITCHEN A2 ... 1:20 AREA 4
Emergency Egress
the necessary Form 15s / 16s and Pool Certificate to the Architect.
accordance with the NCC.
511 PANTRY A2 ... 1:20
e Inten
sity RP893987
240m2 ushfir FH
512 COLD ROOM CELLAR A2 ... 1:20 tial B
Proposed Dwelling P oten
513 FIREPLACE A2 ... 1:20 M edium
General Construction Works Glazing
514 READING NOOK A2 ... 1:20
sity 6 Residential
Inten
WT
LICENSED TRADESPERSONS: All services are to be installed by licensed 515 MASTER BEDROOM A2 ... 1:20
l Bu shfire Shed SP139163 Dwelling
East Boundary 130.4 m
WINDOW SCHEDULE: All windows to be verified against floor plans and tentia
WT
tradespersons in accordance with local authority and current manufacturer’s
Po
specifications. elevations by the Builder and glazing subcontractor. Discrepancies are to be 516 MASTER WIR A2 ... 1:20
NTS High
Survey Station Peg
FH
reported to the Architect prior to commencement . Refer to window schedule 517 MASTER ENSUITE A2 ... 1:20
for further information. Koala Habitat Area
PRODUCT INSTALLATION: All products are to be installed to 518 MASTER ENSUITE A2 ... 1:20 9.0 x 16.0m
manufacturer’s requirements and are to be located in accordance with Height max. 7.5 m
manufacturer’s nominated suitable exposure levels. WINDOWS AND GLAZING GENERALLY: Window frame and glazing 519 STUDY A2 ... 1:20
to be installed to the correct terrain category, including local pressure factors, in
accordance with AS 1288 and AS 2047. All window hardware is to be approved
520 POOL SHOWER AND PUMP ROOM A2 ... 1:20
CONTROL JOINTS: Generally where flush finish is required between two with the Architect prior to ordering. 522 TYPICAL MOUNTING HEIGHT A2 ... 1:10
building elements, provide a non-combustible v-type control joint provide
control joints at maximum 3 metre centres to external tiled areas such as Electrical 523 TYPICAL MOUNTING HEIGHT A2 ... 1:10
West Boundary 443.5 m
Residential
balconies, entrances, etc. Refer to Structural Engineers drawings for construction 524 TYPICAL JOINERY DETAILS A2 ... 1:5
joints. 6-9mtr centres for external walls, or as per Engineer's design. North Bou Dwelling
560 ENTRY DOOR DETAIL A1 ... 1:10, ... ndary 196.
ENERGY EFFICIENT LIGHTING: 80% of the internal floor area of the 8m
building is to be LED. 601 ELECTRICAL PLAN A2 ... 1:100
WATERPROOFING: Damp proof courses, membranes and flashings are to 5
comply with AS 2905. 602 LIGHTING PLAN A2 ... 1:100
SP207322
REGULATIONS: The Electrician is to ensure that artificial lighting complies with 701 VISUALISATIONS A2 ... NTS
AS 1680.
Drivew
ay
FH
TIMBER FRAMING: All timber framing is to be installed in accordance with 702 VISUALISATIONS A2 ... NTS
AS 1684 and all relative sections of the NCC . Any timber roof trusses are to be
Follow
existin
designed and installed in accordance with AS 4440. 3 throug g Track
Fire RP174298 7
h Bush
Eas
FH SP115866
t Bo
TYPICAL MOUNTING HEIGHTS: Refer to the Typical Details page for
FIRE HAZARD PROPERTIES: All materials and assemblies must comply with
und
typical mounting heights for all fixtures and fittings, as well as light switches and
GPOs. specification 3.7.1 of the NCC for Class 1 Buildings. FH
ary
115
SMOKE ALARMS: Smoke detectors system to meet AS 1670, AS 3786 & part
Site Works
.1 m
3.7.2 of the NCC. Locations shown on Electrical Plans. Electrician to allow for
provision of any additional smoke alarms required which are not shown on
POOL FENCING: All pool fencing and balustrades shall comply with Part Electrical plans.
3.9 of the NCC and AS 1926.
6
SP207322
BALUSTRADES: Handrailing and balustrading to comply with Parts d2.16 and Sound Entry from
d2.17 of the NCC and AS 1170. Davis Road FH
INSULATION: Roof & External Wall Framing to contain Batts to be of best
EROSION CONTROL: All building works are to comply with local Quality Energy Rated Natural Product available. Sarking is to be installed on all
Residential
authorities’ erosion and sediment control standards. Dwelling
external walls and under roof sheeting (over roof battens) for improved moisture
drainage. All insulation to comply with Part 3.8.6 of the NCC.
TERMITE PROTECTION: Termite protection is to be provided as nominated
in the documentation. Termite Protection is to be in accordance with AS 3600.1
and installed in accordance with manufacturer’s specifications. 1127
SP241374
m
Consultant Team: ndary 39
2.3 FH
Bou 6
Surveyor: Certifier: Civil Engineers: Sou
th
D SP207322
Hass Survey Pure Building Approvals Westera Partners
ROA
NS FH
Phill Hass P. (07) 5451 0579 P. 0437 335 403
NSO
P. 0421 039 204 E. [email protected] E. [email protected]
KI
TOM
E. [email protected]
DAV
Structural Engineer: Townplanner:
IS RO
Structures Engineering Design Adapt Town Planning + Development Management
P. (07) 5319 0950 P. 0432497857
E. [email protected] E. [email protected]
AD
m 1127
.5
Bushfire + Ecology: Geotechnic + Environmental 75
ry
un
da SP241374
Green Tape Solution
Engineers: Bo
P. 0423 081 428
Tectonic Geotechnical uth FH
E. [email protected]
P. (07) 5478 9016 So
E. [email protected]
-
M . 0406 620 460
C O P Y R I G H T : No reproduction of all or part of this drawing may be CLIENT. DRAWING TITLE. PROJECT NO. OCT N G DRAWING
W . S A R A H W A L L E R A R C H I T E C T U R E .C O M .A U undertaken without the express written permission of Sarah Waller
Architecture. J A N E L L E + D E Z Z Y D E S O U Z A N 2103 N2 U
0 2M2 B E R NUMBER
E . S A R A H @ S A R A H W A L L E R A R C H I T E C T U R E .C O M .A U
R E G . ARCHITECT QLD NO. 5266 TENDER DOCUMENTATION
001
GENERAL NOTES: Use written dimensions only. DO NOT scale SIZE. REV.
R E G . ARCHITECT NSW NO. 10914 drawings. Contractors to verify all dimensions on site prior to
1 7 8 D A V I S R O A D 1:2000 @ A2@ A 2
1:2000
L O C A T I O N P L A N
commencing works. These drawings are to be read in conjunction
R E G . ARCHITECT NZ NO. 6126 w i t h E n g i n e e r 's d e s i g n a n d d e t a i l s , t h e a c c o m p a n y i n g S p e c i f i c a t i o n
C O O T H A R A B A Q L D 4 5 6 5
AIA NO. 67835 and Schedule of Finishes. If in doubt, please request clarification.
D R A W N B Y .
DO NOT ASSUME.
AF
+ G E N E R A L N O T E S LK, A D
GSPublisherVersion 181.8.57.63
Section 3
Project Description:
Proposed New House at:
Site Address:
178 Davis Road,
Cootharaba, QLD, 4565
Lot 7 on SP115866
Local Council: Noosa Shire Regional Council
Building Type: Class 1a
Planning Zone: Rural Residential
Bushfire Overlay: High potential Bushfire
Intensity - BAL 29
Total Allotment Area: 112583.26 m2
Residential This project is subject to the following
Dwelling Residential Authorities / Guidelines:
Dwelling - The Queensland Development Code
- All relevant sections of the National
Construction Code
Macadamia Orchard
- The Noosa Plan
Lot 5
SP 139163
Power Pole
Areas:
North Boundary 186.7 m Internal GFAs
67 Ground Floor Internal Area: 304.5 m2
Garage Internal Area: 45.5 m2
10,000
68
External Areas
10m Setback Line 69
Ground Floor External Area: 122.7 m2
70
Lot 3 71
External Under Roof Areas
35,235
RP174298
Pool
FH
Emergency Egress 72 Ground Floor Under Roof Area: 94 m2
DISBURSEMENT 73 Total Areas
AREA Internal GFA: 350 m2
Potential Bushfire Impact Buffer
240m2 74
10m Setback Line
External Area: 122.7m2
36,234
75
External Under Roof: 94.3 m2
178 Davis Road (Roof Area: 491 m2)
Lot 7
Proposed Dwelling 76
SP 115866 Site Area: 112583.26 m2
sity
77 tial B
ush fire In
ten
P oten Total Site Coverage: 567 m2 = 1%
edium
78 M
10,000 97,392
79 Gum Tree
40,578 10,000
Overlays:
Bushfire
10m Setback Line
Water Tank
Rock Shelf
±0 = 96,50 m AHD Iron Bark High Potential Bushfire Intensity
Water Tank Edge of Mown Area
Shed Medium Potential Bushfire Intensity
sity Survey Station Peg
Inten Iron Bark Potential Bushfire Impact Buffer
l Bu shfire
P o tentia
High
Habitat Area
Edge of Koala
Kola Habitat
7.5 x 2.5 m
East Boundary 130.4 m
Fire Fighting Fire Truck Koala Priority Area
Water Tank
Ac
Koala Habitat Area 5200 L ce Core Koala Habitat Area
ss
Tra
Ro c k
ad t o
D av
9.0 x 16.0m
Environmental:
is
Height max. 7.5 m Fo
llo
w
thr exis
ou tin
gh g T
Bu rac
sh k
Soil Type: P
Wind Rating: N3
Bushfire Rating BAL-29
N COOLIN
G
ZES
NE BREE
SU
N
ER
R SU
TE
M
N
IN
M
SU
W
E
W
B R STY
S
ZE
S E GU
EE
STRONG
WINTER
IES
WESTERL
S
-
M . 0406 620 460
C O P Y R I G H T : No reproduction of all or part of this drawing may be CLIENT. DRAWING TITLE. PROJECT NO. OCT N G DRAWING
W . S A R A H W A L L E R A R C H I T E C T U R E .C O M .A U undertaken without the express written permission of Sarah Waller
N NUMBER
E . S A R A H @ S A R A H W A L L E R A R C H I T E C T U R E .C O M .A U
Architecture. J A N E L L E + D E Z Z Y D E S O U Z A 2103 N2 U
0 2M2 B E R
R E G . ARCHITECT QLD NO. 5266 TENDER DOCUMENTATION
002
GENERAL NOTES: Use written dimensions only. DO NOT scale SIZE. REV.
R E G . ARCHITECT NSW NO. 10914 drawings. Contractors to verify all dimensions on site prior to
1 7 8 D A V I S R O A D 1:500 @ A2
S I T E P L A N
commencing works. These drawings are to be read in conjunction
R E G . ARCHITECT NZ NO. 6126 w i t h E n g i n e e r 's d e s i g n a n d d e t a i l s , t h e a c c o m p a n y i n g S p e c i f i c a t i o n
C O O T H A R A B A Q L D 4 5 6 5
AIA NO. 67835 and Schedule of Finishes. If in doubt, please request clarification.
D R A W N B Y .
DO NOT ASSUME.
A
G
LK, A D
GSPublisherVersion 204.8.56.63
Section 4
unmown grass
edge of mown grass
49 49 50
.2 .5 .
7 9 08
mown grass
60.09
Lot 5
SP139163 bamboo
60.33
59.56
59.92 60.30 edge of vegetation
67.19 66.92
89°15'30" mown grass
67.49
50.78
50.871840
OIP 51.01 186.685 63.48
0
.0
52.22 edge of vegetation
62
53.63 64.35 65.60
mown grass
54.68
67.78
67.99 68 . 00
55.46 57.15
59.24 66.56 67.60
67.91
mown grass 9008
61.99 dpy
51.47 68.63
00
4. 67.50 67.83
69 . 00
69.11
5
63.55
00
69.69
.
58
69.75
fence
69.58
65.32 67.23
66.40 67.43 69.18 70.12
68.44 70.53 69.87
69.61
. 00 70.75
55
00
70.89
00
.
. 00
63
.
64.66 70.64
59
70
68.27
70.19
M oun
71.84
00
71.86 71.64
00
.
69.77
64
.
t C oon
66.85 72.17
66
68.55 69.08 71.69
. 00 71.29
53.95 54.73 55.71 56 72.11
00
do o
56.67
.
60
58.25
71.86
59.77
61.18
73.44 73.28
63.65
65.97 73.30 71.63
71.35
0 0 70.13
57 .
73.53 74.07
74.39
73
00
73.11 73.46 . 00
.
69
71.19
70.58 0
69.78 .0 72.95
0 67.94 72 73.43
58 . 0 74.97 75.01 74.96
67.19
74.86
56.07 75.12
00
72.65
00
57.35 74.67
.
62
Lot 7
69.81
.
73.53
71
58.44 71.59
76.00 74.94
0
59 . 0
59.35 74.58
SP115866 76.00
11 85
76.16 75.53
69.64 71.23
1184
60.69 72.23 76.45 74.04
73.96 75.89
Ro un d M o
dpy 9006 76.33
11 83
73.63
74.27
fence
M oun
62.44 75.25
6
64.44 68.46
11 8
73.55 74.60 75.72 The text continues on section 5.