proposed new building for
TRANSCRIPT
GSPublisherVersion 0.2.100.64
Freedom Developments
Lot 162 Davidson Circuit, Park Ridge (Carvers Reach Estate)
Issue DescriptionDate
WD - A BA Issue02/02/21
Design ChangesWD - B 08/02/21
NOTES:Images Are Diagramatic OnlyRefer To Elevations For Details
Proposed New Building For:
Working Drawings
Cover Sheet
Electrical Plan
Slab Layout
4
3
2
Sections / Details
1
Site Plan
Floor Plan
Legends / Notes
Bracing Plan
5
6
7
8
9
10
Elevations 1 of 2
Elevations 2 of 2
1:200 @ A3
1:100 @ A3
1:100 @ A3
1:100 @ A3
as per dwg.
1:100 @ A3
1:100 @ A3
1:100 @ A3
N/A
N/A
11 Landscaping Plan 1:200 @ A3
12 Internal Elevations 1 of 2 1:50 @ A3
13 Internal Elevations 2 of 2 1:50 @ A3
GSPublisherVersion 0.2.100.64
Working Drawings
Legends / NotesDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
2 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
N/A
Articulation Joints
(a) Verticle articulations joints must be provided in unreinforced masonry walls except where the site soli classification is A or Sb) Articulation joints between masonry elements must have a width not less than 10 mm and be provided (see Figures 3.3.1.7
and 3.3.1.8)-(i) in straight, continuous walls having no openings, at not more than 6 m centres and not closer than the height of
the wall away from corners; and(ii) where the height of the wall changes by more than 20%, at the position of change in height; and(iii) where openings more than 900x900 mm occur, at not more than 5 m centres, and positioned in line with one edge
of the opening; and(iv) where walls change in thickness; and(v) at control or construction joints in footing slabs; and(vi) at junctions of walls constructed of different masonry materials; and(vii) at deep chases (rebates) for service pipes.
(c) For all articulation joints in cavity walls, extendable masonry anchors must be built in at every fourth course (see Figure3.3.1.9). For veneer construction the extendable ties may be omitted.
(d) For single leaf masonry walls stabilised by return walls, or engaged piers, any articulation joints must be within 300 mm ofthe vertical support (see Figures 3.3.1.3 and 3.3.1.4(b)).
(e) Where masonry is required to be waterproof all joints must be sealed with a flexible, compressible material (see Figure3.3.1.9).
(f) Articulation joints must not be constructed adjacent to arched openings.(g) Articulation joints must not be located in unreinforced masonry above garage door openings or the like unless the panel of
masonry is laterally supported with masonry ties or other suitable means.
WMS Washing Machine SpaceW.I.R Walk-in-RobeSGD Sliding Glass DoorSW Aluminum Sliding WindowDH Aluminum Double Hung WindowAW Aluminum Awning WindowLV Aluminum Louvre WindowFG Fixed GlassSL Side LightSHR ShowerTR Towel RailTRH Toilet Roll HolderVSD Vinyl Sliding DoorMSD Mirrored Sliding DoorCSD Cavity Sliding DoorRW Rainwater LineDW Dishwasher ProvisionMO Microwave Provision
DEVELOPMENT NEAR UNDERGROUND UTILITY SERVICES
For the purpose of this section of the table:
· An approval that has been granted to the development pursuant to Section 823 of theWater Act 2000 is deemed to satisfy the Performance Criteria of this section.4
· “Access Cover” means a removable cover to provide access for cleaning or inspection ofsewers, stormwater drains and water mains.
· “Associated Structure” includes a sewer or stormwater manhole, a water meter and a firehydrant.
· “Building” has the meaning defined in the Building Act 1975.· “Connection Point” has the meaning defined in the Standard Sewerage Law.· “Invert Level” means the bottom level of the inside of the pipe or drain.· “Manhole” means an access chamber being a below Ground Level structure, with a cover,
built in the line of a sewer or stormwater drain, through which a person may access thesewer or stormwater drain.
· “Sewer” includes sanitary drain jump-ups and capped slope junctions and manholes.· “Structure’ includes a masonry fence, deck, pergola, satellite dish, water storage tank and
a retaining wall (of greater than 1 metre in Height).· “Zone of Influence” means the area shown on the following diagram:
Legend
BCA Building Code of AustraliaAS Australian StandardsDP DownpipeHWS Hot Water SystemSHS Steel PostSD Service DuctFW Floor WasteT.B.C To Be ConfirmedR.L Relative LevelAFL Above Floor LevelNGL Natural Ground LevelFGL Finished Ground LevelOHC Overhead CupboardUBO Under Bench OvenWO Wall Oven
General Notes
Energy Efficiency
Site Notes
Stormwater / Drainage Notes
To comply with BCA 3.12(unless otherwise stated)
AS PER ENERGY RATING ASSESSMENT CERTIFICATE
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDINGCODE OF AUSTRALIA AND THE CURRENT AUSTRALIAN STANDARDS
• Dishwasher provision under sink drainer including cold water connection & GPO
• Ventilation to internal wc / bath to be an exhaust fan in accordance with BCA F5.4 & AS - 1668.2
• O/head cupboards to 2100mm AFL with bulkhead over as per detail
• All openings to have 2100mm AFL
• Robe fitout (1) shelf with hanging rail
• PVC Downpipes
• Lift off hinges to w/c, Ensuite, Bathroom
• Dimensions are to be verified prior to commencement of work
• Given dimensions are to have priority to scaled dimensions
• All stairs are to have 190mm maximum risers and 240mm minimum goings
• All wet areas to be in accordance with the current Building Code of Australia 3.8.1 & current AS.
• Floor wastes to wet areas
Denotes Smoke Detector - to be interconnected & hardwired
• Contractor to verify all boundary clearances & site set-out dimensions prior to commencement of construction
• Levels & contours are based on assumed datum. Prior to construction the relevant authority should be
contacted for possible minimum floor level requirements & flood information
• Retaining walls greater than 1m high (cut or fill) are required to be engineer designed & certified
• Batters to comply appropriate soil classification described in table 3.1.1.1. BCA Vol.2.
• Vehicular cross-over to be constructed as per local council requirements and/or approval
• Driveways, paths, porch, alfresco area finish as per specifications
• Scrape away vegetation & cut & fill to provide a level building platform
• Finish surface to be graded away from house at minimum of 1:20 for at least 1m
• Surface water to be channelled to council stormwater drainage system
• The driveway & pathways indicated on plan are suggested layouts
• All ground levels are approximate only
• All works to be constructed in accordance with the current Building Code of Australia,
the current Australian Standards and all relevant current trade & technical manuals
• Drainage to be in accordance with part 3 of the BCA. Point to meet local authority requirements
• All plumbing & draining is to comply with the standard sewerage by-laws & requirements of the local authority
• All downpipes to be installed in accordance the current Building Code of Australia 3.5.2.5,
each downpipe must not serve more than 12m of gutter length
• Stormwater system to local authority requirements ( owner / applicant / builder to ensure no storm water
runoff occurs onto adjoining properties, back onto any structures & no ponding under sub floor areas
• Stormwater approval for legal discharge to be obtained from local authority prior to work commencing.
Discharge is proposed to: kerb & channel, rubble pit to council requirements, inter allotment drainage,
storm water service main, canal or river.
Colorbond
4.5mm Hardiflex
Seasoned Pine
10mm Plasterboard
Guttering
10mm Plasterboard; 6 mm Villaboard to all wet areas
2 / 35 X 70 (MGP 12)
35 X 70 (MGP 12)
35 X 70 (MGP 10)
Bearers & joists
Nogging:
Smoke Alarms
To engineers design & detail
As specified on drawings
To Be Hard Wire Installed In Accordance With Part 3.7.2 Of The B.C.A.
Fascia
Roof Bracing
As specified on drawings
To All Windows. As per manufacturers details
Downpipes
Joinery Level
In accordance with BCA volume 2, 3.1.3 termite riskmanagement and A.S. 3660.1/1995
To engineers design & detail
External Walls - Brick Veneer
Termite Management
Slab Height
Footings
This building has been designed in accordance with the current building code ofaustralia, building act ammendment & australian standards
Beside open. up to 2300mm wideBeside open. up to 1400mm wideJam studs:
Colorbond sheet, Pitch as specified on drawings
3 / 35 X 70 (MGP 12)
Ceiling Linings
Construction Notes
230mm - 110mm Brickwork, 50mm Cavity, 70mm Timber Studs
Window Flashing
Soffit Linings
Roof framing:
Timber Schedule
Wall Framing
Bottom Plate(Load Bearing)
2 / 35 X 70 (MGP 12)
Top Plate(Load Bearing)
Beside open. up to 3300mm wide
As specified by engineer designed & fixed in accordancewith manufacturer's specifications & tie down details
Metal Fascia Fixed To Standard Rafter Bracket,Complete With Mitre Angles, Joining Sleeves Etc
Ceiling Height
Bottom Plate(Non Load Bearing)
35 X 70 (MGP 10)
Studs(Load Bearing)
Prefabricated timber roof trusses @ specified 600 cts.Trusses to be engineer designed & fixed in accordance withmanufacturer's specifications & tie down details
Studs(Non Load Bearing)
As specified by engineer designed & fixed in accordancewith manufacturer's specifications & tie down details
Lintels & beams:
35 X 70 (MGP 12) @ 450 cts.
35 X 70 (MGP 10) @ 600 cts. (max. height 3000mm)
4 / 35 X 70 (MGP 12)
Internal Linings
Note: all timber sizes are based on the current timber engineering code AS 1720.All member types are analyzed using limit state principles incorporatings thelatest timber technology available. All of the member types accessible usingtimber sizes meet the loading and serviceability criteria outlined in AS 1170.1 saaloading code and as 1684.2 - 2010 - residential timber-framed construction - part1 - design criteria. All timber framing to be in accordance with AS 1684.3-2010
Roofing
Speed Brace. As per manufacturers details
PVC
External Walls - Lightweight 70mm Timber stud - lightweight cladding as per plans
GSPublisherVersion 0.2.100.64
Working Drawings
Site PlanDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
3 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:200 @ A3
1,50
010
,800
200
4,47
06,
530
1,50
0
1,05
0
1,05
01,
050
4,00
0
500
3,00
050
0
5,010
3,480 21,510 5,010
7,150 19,400 3,450
3,0003,030
3,030 3,000
1.8m high timber fence return
1.8m high timber fence & gate return1m back from building line
dev
elo
per
s ex
isti
ngre
tain
ing
wal
lap
pro
x. 1
.4m
hig
hexposed aggregatedriveway finish
0.2m high approx. concrete drop edge beamto engineers detail & design
0.4m high approx.timber ret. wall0.2m high approx.
timber ret. wall
stormwater to legalpoint of dishcharge
refer to "as cons" forsewer connection point
Dav
idso
n C
ircu
it
L
om
p wal
l set
out
wal
l set
out
wal
l set
out
wal
l set
out
om
po
mp
BuildingFootprint
LOT 162375 M2
dpdpdp
dp dp dp dp 49.25
49.75
50.00
50.25
30.00 - 189031'
30.00 - 189031'
12.5
0 -
2790 3
1'
12.5
0 -
990 3
1'
wall set outwall set out
ompomp
wall set out wall set out
omp omp
FFL RL 50.060 approx.PAD RL 49.750 approx.
49.50
1:7 approx.
cut fill
Note: This site plan has been prepared using disclosure plan only.Site boundaries, levels, contours and locations of services are subject to change
GFGL 17.500
FGL 16.500
FGL 17.500
exposed aggregatedriveway finish
channel & grate
rock retaining wallto engineers detail & design
timber retaining wallto engineers detail & design
1.8m high butted timber fence & gate return1m back from building line
1.8m high butted timber fence return1m back from building line
spoon drain
existing 1.8m high timber fence
stormwater to legalpoint of discharge
masonry blockwork build up toengineers detail & design
1800mm high secondarystreet fencing 50% transparentwith recessed fencing sections
1.8m high timber (butted paling) fence return1.5m back from building line
Ausdrain pit
1.8m high timber fence & gate return1m back from building line
1.8m high timber fence return1m back from building line
max. XXm high deep formed drop edge beamto engineers detail & design
max. XXm high upstandto engineers detail & design
Stre
et N
ame
33.400 - 000000'00"
1m
Real Property Description
Lot Number: 162Registered Plan Number: SPParish:County:Local Authority: Logan C.C
Site Area: 375M2
Site Coverage: 58.84%
5.01 m0.685 m
1:7 approx.
R.L 49.375
DistanceGrade 1:8
Transitional
Grade
DistanceHeight Gain
FFLNGL (boundary)
Driveway Gradient
1:4 1:8
R.L 50.060
grade 1:16 approx.
dp
direction of fall
RW Roof Water Line
Legend
timber retaining wall
rock retaining wall
1800mm high buttedtimber fence
Proposed FGL RL
16.65NGL RL
16.65
LetterboxL
G Single timber gate
Downpipe Location
Stormwater Line
S Sewer Line
Rubbish Bin Location
masonry block retaining wall
1800mm high secondarystreet fencing minimum50% transparent
wall set out
n/a n/a n/a
Field gully pit
Clothes line location
min. 4m dim.POS
SW
transitional gradient
1:8 1:81:4
1:8
min. 5m dim.POS
min. 3m dim.POS
1800mm hightimber (butted paling) fence
Ease
men
t
GarageFFL RL 4.824
Retaining Note:All retaining wall locations where shown is indicative onlyfinal location and height to be determined on site
conc. sleeper retaining wall
Site Notes:
• final length & position of all retaining walls t.b.c on site by supervisor• retaining walls higher than 1m in height to be engineered designed• retaining walls constructed from treated pine timber, masonry blockwork or rock as per plans• retaining walls may change location at supervisor's discrection if required• fencing in accordance with developer covenants• driveway gradient not to exceed 1:5• Batters to comply appropriate soil classification described in table 3.1.1.1.BCA Vol.2.• stormwater to legal point of discharge
wall set out
Batter Fill
Note: This site plan has been prepared using disclosure plan only.Site boundaries, levels, contours and locations of services are subject to change
FFL RL 50.060 approx.PAD RL 49.750 approx.
LowerFFL RL 50.060 approx.PAD RL 49.750 approx.
UpperFFL RL 22.310 approx.PAD RL 22.000 approx.
North
East
South
west
GSPublisherVersion 0.2.100.64
Working Drawings
Floor PlanDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
4 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:100 @ A3
North
EastSouth
westNote:• Lift off hinges to wc door
• Provide gpo & cold water tap provisions to d/w space
• Electric HWS
• Mechanically vent rooms without natural ventilation
• All shower roses to be AAA rated
• Water pressure limited to 500KPa at the meter
• All ground drains to be > 1000mm from gas bottle location
• Nogging to be positioned where indicated in bathroom at
1100 afl for fixing of towel rail (TR)
• Handrail to be fixed to one side of all stairways (1000mm or higher only)
• Water connection to fridge space at 1900mm afl
• Opening windows in bedrooms with fall height of 2m or greater to be restricted
to max. 125mm opening (Sliding windows with keyed vent locks;
awning with ratchet restriction)
820
820
2448
o/h
sec
tio
nal
do
or
(rem
ote
)
1215 XO SW1212 XO SW 1218 XO SW0906 XO SW 2115 XO SGD
820
820
1,80
0 Sl
ider
s
820
1215
XO
SW
1215
XO
SW
820
82021
24 X
O S
GD
1809 XO/O SW 0615 XO SW 1818 XO SW1827 OXXO SW 0621 XO SW
720
1806
AW
1806
AW
1806
AW820
1,80
0 Sl
ider
s
720
1,80
0 Sl
ider
s
720
720
720
720 CSD
1,00
02,
700
870
1,770 1,200
1,300 840
800
1,20
0
230 3,600 70 6,690 70 1,960 70 1,650 70 1,000 70
230 3,000 7053070 1,000 70 1,900 70 2,930 70
53070 3,000 70 1,800 70 5,800 230 1,210 350
15,250 6,260 1,560
450 23,070 450
23,970
230 6,500 800 1,10060070 900 70 1,560 70
350 3,320 230 9,000 70 2,530 70 3,500 70 3,700 230
3,670 19,400
450 23,070 450
23,970
230
870
2,70
01,
000
701,
000
703,
330
230
230
4,57
070
2,40
070
1,93
023
0
230
1,93
070
1,00
070
1,00
070
1,93
023
0
350
2,62
023
03,
000
703,
000
230
2,97
06,
530
1,30
0
450
10,8
00
11,2
50
230
3,50
070
1,00
070
4,40
023
0
230
2,00
070
1,43
070
1,00
090
1,31
070
1,00
070
1,93
023
0
230
3,50
070
1,00
070
1,33
070
3,00
023
01,
300
230
4,57
070
230
3,20
070
1,30
070
5,70
023
0
3,66
07,
140
450
10,8
00
3,66
01,
570
1,22
035
0
700 70
11,2
50
70 2,140 230
ducted a/c external unitas per build spec.
drop in tub, c'boards under
w/m space under
2300mm long stone bench top
0404 tiled shower nichesill @ 1200
90mm stud to this wall
beam over
beam over
beam over
0404 tiled shower nichesill @ 1200
600mm wide electric cooktop,ubo & slide-our r/hood
aluminium joinery door
124
3
Elevations
d/w
pro
v.
m/oprov.
overall
eaves
breaks
tilesEntry
Bed 1carpet
Bed 2carpet
Bed 3carpet
Bed 4carpet
Garageplain conc.
Porchexp. agg.
Alfrescoexp. agg.
Bath
Mediacarpet
Diningtiles
Livingtiles
W.I.P
Ro
be
Ro
be
L'dry
W.I.R
Activitytiles
Ro
be
1200
900
carpet
Ens.
WC
OBS
W.I.L
tiles
tiles
hamper @ 2100 hamper @ 2100
ref.
pro
v.(9
00m
m)
ohc
ubo
Brm.
w/mprov.
wall mount slimlineclothes line
OBS OBS HWS
m/h
Kittiles
StudyNook D
esk
2000
900
dpdp dp
dp
dp
dp
dp
tap
tap
trh
trh
tr
heatedtr
200m
m o
/han
g t
o b
ench
top
overall
eaves
breaks
ove
rall
eave
s
bre
aks
ove
rall
eave
s
bre
aks
overall
eaves
breaks
overall
eaves
breaks
ove
rall
eave
s
bre
aks
ove
rall
eave
s
bre
aks
approx.a/c unitlocation
20mm Stone Benchtopsto kitchen and bathrooms
freestandingbath
dryerprov.
A
A
900
900
GSPublisherVersion 0.2.100.64
Working Drawings
Elevations 1 of 2Design Name:
Title:
Checked By:
Drawing No: Scale:Client:
5 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:100 @ A3
0
2,100
2,740
350sq. face brick pier50mm shs to top fixing
face brickworkpowder coated aluminium framedwindows and sliding glass doorsducted a/c external unit
as per build spec.
HWS (electric heat pump)
wall mount clothes line
galvanised steel lintelsbrickwork above
colorbond sheet roof @ 25°pitchcolorbond fascia & gutter
Boun
dar
y
Boun
dar
y
JL
FFL
TP
FG
NGLFGL
NGL
FGL
0
2,100
2,740
rendered brickwork
powder coated aluminium framedwindows and sliding glass doors
350sq. rendered brick pier50mm shs to top fixing
galvanised steel lintelsbrickwork above
JL
FFL
TP
Boun
dar
y
Boun
dar
y
2448 remote garagedoor to build. spec.
colorbond sheet roof @ 25°pitchcolorbond fascia & gutter
0.4m high approx.timber retaining wall
FGL
NGL
NGL FGL
Note:• These plans are to be read in conjunction with builders detailed specifications & all engineering documentation.
• Articulation joints as per engineering details
• All opening windows with fall height of 2m or greater to be restricted to max. 125mm opening
Elevation 1
Elevation 2
GSPublisherVersion 0.2.100.64
Working Drawings
Elevations 2 of 2Design Name:
Title:
Checked By:
Drawing No: Scale:Client:
6 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:100 @ A3
0
2,100
2,740
rendered brickwork return1000mm
colorbond sheet roof @ 25°pitchcolorbond fascia & gutter
powder coated aluminium framedwindows and sliding glass doors
350sq. face brick pier50mm shs to top fixing
face brickwork
galvanised steel lintelsbrickwork above
JL
FFL
TP
Boun
dar
y
Boun
dar
y
developers existing retaining wallapprox. 1.4m high
FGL
NGL
NGL
FGL
Note:• These plans are to be read in conjunction with builders detailed specifications & all engineering documentation.
• Articulation joints as per engineering details
• All opening windows with fall height of 2m or greater to be restricted to max. 125mm opening
0
2,100
2,740
ducted a/c external unitas per build spec.
HWS (electric heat pump)
wall mount clothes line
rendered brickwork
350sq. rendered brick pier50mm shs to top fixing
colorbond sheet roof @ 25°pitchcolorbond fascia & gutter
galvanised steel lintelsbrickwork above
driveway gradient1:7 approx.
developers existing retaining wallapprox. 1.4m high0.4m high approx.
timber retaining wall
0.2m high approx. timber retaining wall
Boun
dar
y
Boun
dar
y
JL
FFL
TP
face brickwork
rendered brickworkreturn 1000mm
0.2m high approx. concrete drop edge beamto engineers detail & design
NGLFGL
NGL
FGL
Elevation 3
Elevation 4
GSPublisherVersion 0.2.100.64
Working Drawings
Sections / DetailsDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
7 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
as per dwg.
75
2,740
2,730
10
steel lintel & brickwork above(as per plans)
weepholes @ 900mm cts
damp proof course installationas per the current B.C.A.(minimum height of 75mm above finished surface level)
cornices as per builder'sspecifications
FC sheeting to soffitlintel as per framemanufacturer's specifications
colorbond fascia & gutterfixed to manufacturer's specs.
50x38 soffit bearers
1/30x0.8 G.I. strap
roof battens to manufacturer's specifications
prefabricated timber roof trusses @ 600 cts.trusses to be engineer designed & fixed in accordancewith manufacturer's specifications & tie down details
selected colorbond sheeting
slab edge exposure, visual termite risk management (vertical )minimum height of 75mm above finished surface levelas per B.C.A
brick sillbrick sill flashing / weep hole
concrete slab & footings toengineer's detail & design
polystyrene waffle pod
wall ties in accordance withAS 3700 Masonary code
timber framed walls asper framing schedule
10mm plasterboard walllining paint finish
waffle slab & footings toengineer's specifications
penetration pipe with foam lagginginstalled in accordance with B.C.A
10mm plasterboard lining to ceilingsfixed to bottom chord of truss
timber reveals with66mm beveled architravesand skirtings
timber reveals with66mm beveled architravesand skirtings
OVERHANG AS PER PLANS
ROOF PITCH AS PER PLANS
Detail 1 1:20
0
2,100
2,740
10mm plasterboard linings to ceiling
ceiling insulation as requiredby energy rating report
prefabricated timber roof trusses @ 600 cts.trusses to be designed & fixed in accordancewith manufacturer's specifications & tie down details
JL
FFL
TP
DETAIL 1
concrete slab & footing toengineers design & detail
colorbond sheet roof @ 25°pitchcolorbond fascia & gutter
Section A 1:100 @ A3
GSPublisherVersion 0.2.100.64
Working Drawings
Slab LayoutDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
8 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:100 @ A3
North
EastSouth
west
23,070
3,670 19,400
350 3,320
10,8
00
3,66
07,
140
1,65
54,
810
675
1,57
0
1,22
035
0
23,070
15,250 6,260 1,560
330 1,100 2,400 2,840 700 7,880 1,210 35010
,800
2,97
06,
530
1,30
0
350
2,62
0
1,50
0
600
900
700
900
2,66
0
5,900 90024,949
230
2,00
0
900 9,200
25mm rebate for garagedoor opening
footing for brick piersat same time as main slab
foo
ting
fo
r b
rick
pie
rsat
sam
e ti
me
as m
ain
slab
50mm setdownto shower
50mm setdownto shower
0.2m high approx. concrete drop edge beamto engineers detail & design
exp. agg.
fw
vw
sw
plain concrete plain conc.
exp. agg.86mm
stepdown
86mmstepdown
fw
vw
sw
bw
ksw
ltw
tw
tw
FFL RL 50.060 approx.PAD RL 49.750 approx.
50mm fall
Line of footing underas per engineers documentation
Under Slab Points
Floor Wastefw
ksw
twvw
ltw
bwKitchen Sink Waste
Toilet Waste
Vanity Waste
L'dry Tub Waste
Bath Waste
Legend
sw Shower Waste
pd Plumbing Duct Waste
lbw Load Bearing Wall
Notes:
• This slab plan is to be read in conjunction with engineers documentation
• Internal load bearing walls as per engineers orframe manufacturers design
GSPublisherVersion 0.2.100.64
Working Drawings
Electrical PlanDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
9 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:100 @ A3
sgpo on ceiling forgarage door motor
a/c iso. switch
NBN Ready
downlights to underside of OHCLED strip lights to underside of OHC, recessed
under eave lights
wp
two-way
two-way
two-way
speaker
speaker
1800
1500
RH
REF
.
700
MO
300
DW
1050
300
300
300
300
300
300
t.b.c
300
1500
1050
1050
300
300
300
300
300
1050
300
300
1050
1050
w/m 700
dry
700
North
EastSouth
west
Air Conditioner - Internal Unit
Air Conditioner - External Unit
Phone point
a/c int.
a/c ext.
Ceiling fan
Ceiling fan / light
Wall Mounted Lights
Power Outlets (Standard)
@ 2000 AFL
@ 300 AFL
Microwave Oven (Oven Tower)
@ 1800 AFL
Vanity Basins
@ 1050 AFLLaundry Bench
Washing Machine @ 1500 AFLKitchen Bench @ 1050 AFL
Refrigerator @ 1500 AFL
Dishwasher
@ 700 AFL
Rangehood
Microwave Oven (Under Bench)
Fan / Light / Heater (4 Globe)
Fan / Light / Heater (2 Globe)
Electrical Legend
wpDouble power outlet (water proof)
Symbol Description
Single power outlet (water proof)wp
Single power outlet
Double power outlet
Down light point - 18w (CFL)
Down light point - 18w (LED)
Round Oyster Fluro Light Point - 36w
Feature Pendant light point - 18w
Exterior wall mount light point - 36w
Feature exterior up & down light point - 36w
Single fluorescent light point - 36w
Double fluorescent light point - 36w
Exhaust Fan on separate switch controlvented into ceiling space or externally
Exhaust Fan on light switch controlvented into ceiling space or externally
Smoke detector - to be interconnected & h/wired
T.V Point
Zoned Ducted Vent - Air Conditioner
@ 1150 AFLLight Switches
Heights
@ 1050 AFL
@ 300 AFL
@ 1800 AFL
Stairwell 1/2 oyster wall light point - 18w
Feature downlight point - 18w ( Halogen or LED)
Data point
Smoke alarms in the dwelling must:i) be photoelectric (AS 3786-2014); andii) not contain an ionisation sensor; andiii) be hardwired to the mains power supply with a secondary power source (i.e. battery); andiv) be interconnected with every other smoke alarm in the dwelling so all activate together.
Smoke alarms must be installed on each storey:i) in each bedroom; andii) in hallways which connect bedrooms and the rest of the dwelling; oriii) if there is no hallway, between the bedrooms and other parts of the storey; andiv) if there are no bedrooms on a storey at least one smoke alarm must be installed in the most likely path of travel to exit the dwelling.
Zoned Ducted Air Conditioning
• refer to builders specifications for unit type• location of vents as per manufacturer's recommendations• zone settings as per manufacturer's recommendations• location of wall mount control panel as per installers recommendations• to be installed as per manufacturer's specifications
GSPublisherVersion 0.2.100.64
Working Drawings
Bracing PlanDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
10 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:100 @ A3
North
EastSouth
west
BRACING TYPES USED:Type (h) Method B - Plywood-Minimum length of panels may be 600mm-Plywood shall be fixed to frame in a/w AS1684.2 using 30 x 2.8mm diam. galvanized flathead nails or equivalent-Fastener spacing; top and bottom plate 150mm, vertical edges 150mm, intermediate studs 300mm-Bracing capacity of Type (h) Method B is 6.0kN/m
Type (d) - Metal angle brace-Maximum depth of notch shall not exceed 20mm-Length of bracing 1800mm min. to 2700mm max.-Bracing capacity of Type (d) is 3.0kN/m-Metal angle of min. nominal section of 18 x 16 x 1.2mm must be fixed to frame in a/w AS1684.2
-2/30 x 2.8mm diam. nails to each stud-30 x 0.8mm galv. strap 3/30 x 2.8mm diam. galv. flathead (or equivalent) nails to each end to stud
STRUCTURAL BRACING:-For wall heights greater than 2700mm the bracing capacity of bracing walls is reduced and mustbe recalculated using the values given in Table 8.1.9 of AS1684.2/AS1684.3.-Bracing shall initially be placed in external walls and where possible at the corners of the building.Remaining bracing shall be evenly distributed throughout building.-Bracing shall not be placed on external walls under the eaves unless suitable connections to themain ceiling diaphragms are provided.-The maximum distance between braced walls at right angles to the building length/width shall notexceed 9000mm for wind classification N2. For wind classification greater than N2 spacing shall bein accordance with Table 8.20 and 8.21 in AS1684.2./AS1864.3.-All internal bracing walls shall be fixed to the floor, ceiling and/or external wall frame withstructural connections of equivalent shear capacity to the bracing capacity of that particular bracingwall.
ROOF TRUSSES and ROOF BRACING:-To be designed by truss manufacturer to comply with AS1684.2, AS1720 and AS4440.
TEMPORARY BRACING NOTES:-The builder is to ensure that the building is adequately braced during construction.-Temporary bracing shall be equivalent to at least 60% of the permanent bracing required.-Temporary bracing may form part of the installed permanent bracing.
NOMINAL WALL BRACING:-Nominal bracing, wall frames lined with sheet material such as plywood, plasterboard or fibrecement, may provide up to 50% resistance of the total racking forces.-Wall frames must be nominally fixed to the floor and roof frame.-Nominal bracing shall be evenly distributed throughout the building.-Minimum length of nominal bracing walls shall be 450mm.-Sheeted one side only: Bracing capacity 0.45kN/m-Sheeted two sides: Bracing capacity 0.75kN/m-1/75mm masonry nail, screw or bolt @1200 crs max.
Tie-Down Schedule
Bracing Notes
-Nominal fixings to all timber members in accordance with relevant standards; AS1684.2, AS1684.3M12 Cyclone rods to either side of external openings over 1800mm wide and at 1800mm max. centresN1, N2, N3 Sheet roofing
M12 Cyclone rods to either side of external openings over 2400mm wide N1, N2, N3 Con. tile roofing
BATTENS / TRUSSES-1/No 14 Type 17 x 75mm screws, or as per truss manufacturer's specificationsTRUSS / TOP PLATE-1/30 x 0.8mm G.I. strap over each truss, 4/2.8mm diam. nails each end-Girder truss to have 2/30 x 0.8mm G.I. straps, 4/2.8mm diam nails each endLINTEL / TOP PLATE-30 X 0.8mm looped strap @900 crs max, 4 nails each endLINTEL / JAMB STUD-30 x 0.8mm G.I. strap @900 crs max, 4/2.8mm diam. nails each endBOTTOM PLATE / CONCRETE SLAB-1/75mm masonry nail, screw or bolt @1200 crs max.
900 Ply
900 Ply900 Ply
900 Ply
900 Ply
600
Ply
600
Ply
900
Ply
900
Ply
900
Ply
600
Ply
900
Ply
900
Ply
900
Ply
900
Ply
900
Ply
900
Ply
XDirection N2Type
Ply Brace
Ply Brace
Length
600
900
Resistance
6.0 kN/lm
6.0 kN/lm
Qty. Total (kN)
Total Resistance Achieved
Direction - Y
N2D
irec
tio
n -
X
21.70 Kn Bracing Required
27.00 Kn Bracing Achieved
53.1
0 Kn
Bra
cing
Req
uir
ed
59.4
0 Kn
Bra
cing
Ach
ieve
d
Sheet Roof YDirection N2Type
Ply Brace
Ply Brace
Length
600
900
Resistance
6.0 kN/lm
6.0 kN/lm
Qty. Total (kN)
Total Resistance Achieved
Sheet Roof 10.8003
Sheet Roof
48.6009
Denotes Tie-Down Rod
05 27.00
• M12 Cyclone rods to either side of external openings over 1800mm wide• And at 1800mm max. centres N1, N2, N3 Sheet roofing
3.0 kN/lm2000Metal Strapping(Double Cross)
3.0 kN/lm2000Metal Strapping(Double Cross)
27.00 59.40
GSPublisherVersion 0.2.100.64
Working Drawings
Landscaping PlanDesign Name:
Title:
Checked By:
Drawing No: Scale:Client:
11 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:200 @ A3
4,00
0
500
3,00
050
0
5,010
1.8m high timber fence return
1.8m high timber fence & gate return1m back from building line
dev
elo
per
s ex
isti
ngre
tain
ing
wal
lap
pro
x. 1
.4m
hig
h
exposed aggregatedriveway finish
0.2m high approx. concrete drop edge beamto engineers detail & design
0.4m high approx.timber ret. wall0.2m high approx.
timber ret. wall
stormwater to legalpoint of dishcharge
refer to "as cons" forsewer connection point
Dav
idso
n C
ircu
it
L
BuildingFootprint
LOT 162375 M2
1:7 approx.
G
North
East
South
west
Landscaping / Planting Legend
WaterhousiaFloribunda
SyzguimAustrale
2D PlantSymbol
Name
Pot Size
Width
Height
LxoraCoccinea
Liriope"Evergreen Giant"
DietesBicolor
45l 200ml 200ml 140ml 140ml
3.5m 1.5-2.0m 2.0m 0.8m 1.0m
8m 0.5-1.0m 0.5-1.0m 0.6m 0.8m
All plant species & quantities are indicative and subject to availability and suitability to site. Should aparticular nominated plant not be available an equilavant replacement shall be used.
exposed aggregate
river pebbles (20 - 40mm, weed mat under)
'A' grade turf
garden edging
Legend
FGL 17.500
FGL 16.500
FGL 17.500
exposed aggregatedriveway finish
channel & grate
rock retaining wallto engineers detail & design
timber retaining wallto engineers detail & design
1.8m high butted timber fence & gate return1m back from building line
1.8m high butted timber fence return1m back from building line
spoon drain
existing 1.8m high timber fence
stormwater to legalpoint of discharge
masonry blockwork build up toengineers detail & design
1800mm high secondarystreet fencing 50% transparentwith recessed fencing sections
1.8m high timber (butted paling) fence return1.5m back from building line
Ausdrain pit
1.8m high timber fence & gate return1m back from building line
1.8m high timber fence return1m back from building line
max. XXm high deep formed drop edge beamto engineers detail & design
max. XXm high upstandto engineers detail & design
Stre
et N
ame
33.400 - 000000'00"
1m
Real Property Description
Lot Number: 162Registered Plan Number: SPParish:County:Local Authority: Logan C.C
Site Area: 375M2
Site Coverage: 58.84%
5.01 m0.685 m
1:7 approx.
R.L 49.375
DistanceGrade 1:8
Transitional
Grade
DistanceHeight Gain
FFLNGL (boundary)
Driveway Gradient
1:4 1:8
R.L 50.060
grade 1:16 approx.
dp
direction of fall
RW Roof Water Line
Legend
timber retaining wall
rock retaining wall
1800mm high buttedtimber fence
Proposed FGL RL
16.65NGL RL
16.65
LetterboxL
G Single timber gate
Downpipe Location
Stormwater Line
S Sewer Line
Rubbish Bin Location
masonry block retaining wall
1800mm high secondarystreet fencing minimum50% transparent
wall set out
n/a n/a n/a
Field gully pit
Clothes line location
min. 4m dim.POS
SW
transitional gradient
1:8 1:81:4
1:8
min. 5m dim.POS
min. 3m dim.POS
1800mm hightimber (butted paling) fence
Ease
men
t
GarageFFL RL 4.824
Retaining Note:All retaining wall locations where shown is indicative onlyfinal location and height to be determined on site
conc. sleeper retaining wall
Site Notes:
• final length & position of all retaining walls t.b.c on site by supervisor• retaining walls higher than 1m in height to be engineered designed• retaining walls constructed from treated pine timber, masonry blockwork or rock as per plans• retaining walls may change location at supervisor's discrection if required• fencing in accordance with developer covenants• driveway gradient not to exceed 1:5• Batters to comply appropriate soil classification described in table 3.1.1.1.BCA Vol.2.• stormwater to legal point of discharge
wall set out
Batter Fill
Note: This site plan has been prepared using disclosure plan only.Site boundaries, levels, contours and locations of services are subject to change
FFL RL 50.060 approx.PAD RL 49.750 approx.
LowerFFL RL 50.060 approx.PAD RL 49.750 approx.
UpperFFL RL 22.310 approx.PAD RL 22.000 approx.
GSPublisherVersion 0.2.100.64
Working Drawings
Internal Elevations 1 of 2Design Name:
Title:
Checked By:
Drawing No: Scale:Client:
12 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:50 @ A3
3,500
900 1,000 600 1,000
900
750
750
1,80
060
0
900
880
20
6006001,050450
880
20
600 1,100 800 2,700
1,10
0
2,10
0
800
300
900 155
800
1,30
0
110
690
900
800
300
1,00
0
110
690
9001,200 155
1,00
0
1,650 approx.
250 400 250
1,20
040
0
800
200
750trh cl.
200
2,10
0
2,10
0
800
110
690 1,10
0
1,200 400 400
1,20
040
0
1,10
0
2,10
0
slide out rangehoodflush to u/s of o'heads
10mm o/hang belowto open c'boards 10mm o/hang below to open c'boards
plinth to wall
waterfallends
kick plate
fridgespaceonly
glass
Kitchen Elevation 1
m/oprov.
kick plate
d/wprov.
Kitchen Elevation 2 Kitchen Elevation 3
ohc
c'pbd
ohc
hot plate
ubo
ohc
Bathroom Elevation 4Bathroom Elevation 3
tiles
shr
Bathroom Elevation 1
tiles
Bathroom Elevation 2
mirror
Ensuite Elevation 1
mixer/spout
mirror
Ensuite Elevation 3Ensuite Elevation 2
c'pbd
tiled plinth
tiles
shr
tiles
c'pbd
tiled plinth
tiles
towel rail
niche
tiles
trh
wc
Ensuite Elevation 4
tiles
trh
wc
tilesshower behindshr
heatedtowel rail
Ensuite Elevation 5
tiles
niche
free standing bathfree standing
bathfree standing
bath
123
1809 XO/O SW
700d
/wp
rov.
m/oprov.
ref.
pro
v.(9
00m
m)
ohc
ubo
Kittiles
1212 XO SW0906 XO SW
720
Bath 1200tr
freestandingbath
900
900
0615 XO SW
720
800
1,20
0 900
Ens.
2000
900
trhheated
tr
Note: all heights shown from finished floor level
1234
1234
5
GSPublisherVersion 0.2.100.64
Working Drawings
Internal Elevations 2 of 2Design Name:
Title:
Checked By:
Drawing No: Scale:Client:
13 of
Hamilton
Job No:
Drawn By:
Issue:Plot Date: 9/02/21
Designed By:Freedom Developments
Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)
Area Calculations
House:
Garage:
Porch:
Alfresco:
Total:
171.24 sqm
2.45 sqm
220.65 sqm
36.06 sqm
10.90 sqm
13
CNOwner / s ..............................................................Date...................
Owner / s ..............................................................Date...................
Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.
© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.
B
MB
This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.
MB
1:50 @ A3
200
200
800
750trh cl.
800
900
400
2,10
0
900
2,10
0
450 1,060 450
450
450
450
450
450860
450
450
450
450
450
1,80
0
450
450
450
450
1,80
0
450
600 350 1,350 600 100
3,000
w/m taps under tubWC Elevation 2
tiles
tiles
WC Elevation 1
trh
wc
wc
trh
tiles
Laundry Elevation 1 Laundry Elevation 2
kick plate
w/mprov.
tiles
broom
tub
broom
W.I.P. Elevation 1
shelf
shelf
shelf
shelf
W.I.P. Elevation 2
shelf shelf
shelf
shelf
shelf
shelf
shelfshelf
W.I.R Elevation 1 Typical Robe Elevation
shelf with hanging rail under
shelf
shelf
shelf
shelf
W.I.L. Elevation 1
shelf with hanging rail under
dryerprov.
2115 XO SGD
820
L'dry
Brm.
w/mprov.
dryerprov.
1212 XO SW0906 XO SW
720
WCtrh
720 CSD
W.I.Ptiles
720720 CSD
W.I.Ltiles
720
W.I.Rcarpet
Note: all heights shown from finished floor level
12
12
12
1
1