palmer street, te awamutu
TRANSCRIPT
Edwards White Architects LimitedMezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ
(07) 839 0095www.edwardswhite.co.nz
HABITAT
PALMER STREET, TE AWAMUTU
RC000 COVER
RC101 EXISTING SITE PLAN
RC102 PROPOSED SITE PLAN
RC103 PROPOSED SITE PLAN - EXPANDED (A)
RC104 PROPOSED SITE PLAN - EXPANDED (B)
RC105 CUT & FILL PLAN
RC106 PROPOSED LANDSCAPING PLAN
RC301 SITE ELEVATIONS & SECTIONS
RC302 SITE ELEVATIONS
N
P A L M E R S T R E E T
B R
A D
Y
S T
R E
E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
T
306
216
287287287287
263263263263
237A237A237A237A
237237237237
211211211211
209209209209
263B263B263B263BEx council S.S lines
(to remain)
Ex c
ounc
il S.
W li
nes
-to
be
relo
cate
d. R
efer
to P
ropo
sed
Plan
s fo
r pro
pose
d po
sitio
ns
Ex council S.W lines (to remain)
Lot 1 DP 528456
Lot 2 DP 528456
Lot 4 DP 528456
Lot 2 DPS 20361
Lot 1 DPS 20361
Allot 92 VILL OF Te Awamutu
Lot 1 DP 502842
Lot 2 DP 502842
Allot 96 VILL OF Te AwamutuAllot 98 VILL OF Te Awamutu
Existing drop-off point
Extg driveway
TOTAL SITE AREA (m²) 12651
PERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREA 7951 (62.8%)7951 (62.8%)7951 (62.8%)7951 (62.8%)
NON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREA 4700 (37.2%)4700 (37.2%)4700 (37.2%)4700 (37.2%)
- BUILDINGS (SITE COVERAGE) 3514 (27.7%)
- FREEMAN COURT DECKS / COURTYARDS 286
- DRIVEWAYS/PATHS 900
Extg driveway (does not include parking)
Extg footpaths
Extg Freeman Court.Extg Freeman Court.Extg Freeman Court.Extg Freeman Court.Extg building to remain
Extg building.
Demolish for Stage 2
Extg deck
Extg shed
Extg site contour lines
removetree
Extg trees. Note no trees on or adjoining the site are protected trees under Appendix N4 of the Waipa District Plan. Existing trees to remain unless noted for removal
2548
3413
3996 5459
3689
3712
4306
2414
2323
449
6292
4675
5371
1712
7277
55.0
56.0
55.0
56.0
55.056.057.058.0 54.0
54.0
53.0
53.0
52.0
52.0
52.053.0
54.0
51.0
51.0
113.63m 217o 51'50"
7.08m
352
o 56'
35.2
3m30
8o01
'40"
23.28m 217o 52'20"
40.2
3m
308o
01'4
0"
40.2
4m
307
o36
'
100.58m 217o 52'
35.2
3m
127
o45
'10"
7.06m
191.41m 217o 52'20"
1003
5
Refer to sheet: "Testing locations and fill depth", project 60343891 by Aecom, held on Waipa District Council record, for indicative (rubbish) fill depths
removetree
removetree
removetree
Existing foot path
Exis
ting
foot
pat
h
Exis
ting
foot
pat
h
Existing foot path
Existing driveway
Extg building
Extg building.
Demolish for Stage 2
Extg building.
Demolish for Stage 2
Extg building.
Dem
olish for
Stage 2
Extg building.
Dem
olish for Stage 3
Extg building.
Dem
olish for Stage 3
Extg building.Demolish for Stage 3
Extg building.Demolish for Stage 3
Extg building.Demolish for Stage 3
Extg building.Demolish for Stage 4
Extg building.Demolish for Stage 4
Extg building.Demolish for Stage 4
Extg building.Demolish for Stage 4
Archaeological Site S15-456 Dump
Extg
fenc
e al
ong
boun
dary
Extg fence along boundary
Extg
fenc
e al
ong
boun
dary
Extg fence along boundary
Partial existing vehicle crossing
Partial existing vehicle crossingExisting vehicle
crossing
Existing vehicle crossing
Existing vehicle crossing
Existing vehicle crossing
3093
1090
1075
Adjoining garage
Extg Courtyard
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:08 PM
RC101
EXISTING SITE PLAN
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 500SURVEY & EXISTING SITE PLAN
RC301E4
RC302
E5
RC301 E1
RC302E6
RC302
E7
RC301
E2
RC301
E3
N
Extg Courtyard
P A L M E R S T R E E T
B R
A D
Y
S T
R E
E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
T
Ex council S.W line to remain
306
216
287287287287
263263263263
237A237A237A237A
237237237237
211211211211Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication
Proposed deck
Stage 1 Stage 1 Stage 1 Stage 1 4.0m setback
4.0m setback
2.0m setback
Proposed relocation of existing SW line. Position to be confirmed with Waipa Council
209209209209263B263B263B263B
Stage 4 Stage 4 Stage 4 Stage 4 31 Apartments
3 Commercial Tenancies
Extg drop-off point
Extg driveway
Proposed car park B (20)16 x normal
2x accessiblity1x loading
1x heavy goods vehicle
Stage 2Stage 2Stage 2Stage 2
10 Units
Stage 3Stage 3Stage 3Stage 3
Proposed car park A (22) 19x standard
1x accessibility1x ambulance
1x loading
24 Units
12 Units
Extg building position (between staged development). To be demolished for Stage 3. Temporarily will breach clause 2.4.2.43(b) after 2.4 built and before this building is demolished
2.12.12.12.12.22.22.22.2 2.32.32.32.3 2.42.42.42.4
3.13.13.13.1
3.23.23.23.2
1.11.11.11.1
4.14.14.14.1
S1RC301
S2RC301
113.63m BOUNDARY
7.08m
35.2
3mBO
UN
DAR
Y
23.28m BOUNDARY
40.2
3m
BOU
ND
ARY
40.2
4m
BO
UN
DAR
Y
100.58m BOUNDARY
35.2
3m
BO
UN
DAR
Y
191.41m BOUNDARY
7.06m
Extg driveway
Extg Deck
Notes:Notes:Notes:Notes:-On-site vegetable gardens to be confirmed-On-site play spaces to be confirmed-Dimensions to face of claddings, for Resource Consent purposes only
Refer to BC200733 for proposed alterations to existing Freeman Court building
Ex council S.S lines(to remain)
Ex council S.W lines (to remain)
Ex council S.W line to remain
55.0
56.0
55.0
56.0
55.056.057.058.0 54.0
54.0
53.0
53.0
52.0
52.0
52.053.0
54.0
51.0
51.0
Proposed vehicle entrance
Proposed vehicle entrance
Fences - see sheet RC302
Existing trees where indicated to remain
Existing contours to remain as is, other than areas of cut or fill under Proposed Buildings and Courtyards. Refer to Proposed Cut and Fill Plans and large scale site plans
4800 5800 6000
See RC103RC103RC103RC103 for large scale Proposed Site Plan showing additional information (Southern end of Site)
See RC104RC104RC104RC104 for large scale Proposed Site Plan showing additional information (Northern end of Site)
Existing fences along internal boundaries to remain as is
Existing fences along internal boundaries to remain as is
Waipa District Council to confirm requirements for building near existing drainage line (and potentially partially over easement)
Waipa District Council to confirm easements and requirements for building over of easements which are to remain in place
RP 2
RP 3 RP 4 RP 5
RP 1
2.0m setback
Refer to Existing Site Plan for indicative neighbors buildings
Recession PlanesRecession PlanesRecession PlanesRecession Planes(District Plan Rule 2.4.2.10 and Appendix O6)Read in conjunction with RC301 & RC302
RP1 2.7m + 28o CompliesRP2 2.7m + 45o CompliesRP3 2.7m + 45o CompliesRP4 2.7m + 45o CompliesRP5 2.7m + 45o CompliesRP6 2.7m + 45o CompliesRP7 2.7m + 45o
RP8 2.7m + 45o
RP9 2.7m + 45o CompliesRP10 2.7m + 45o CompliesRP11 2.7m + 45o Complies
Does not complyDoes not comply
build
ing
line
brea
ches
2.4
.2.4
3(a)
building line breaches 2.4.2.43(a)
building line breaches 2.4.2.43(a)
building line breaches 2.4.2.43(a)
District Plan Rules OverviewDistrict Plan Rules OverviewDistrict Plan Rules OverviewDistrict Plan Rules Overview
Clause Comments Refer to sheet
2.4.2.1 4m ext boundary setback - complies RC102/RC103/RC104
2.4.2.3 N/A - no garaging
2.4.2.4 2m int boundary setback - complies RC102/RC103/RC104
2.4.2.9 (e) 10m building height limit - stages 1-3 comply RC301/RC302
2.4.2.10 Recession planes noted - refer to drawings RC301/RC302
2.4.2.19 Road facing facade glazing min 15% - Stage 2-4 comply RC301/RC302
2.4.2. 20 New boundary fences - to be permeable & 1.8m max height RC302
2.4.2.22 Landscape planting - to be designed to comply
2.4.2.43(a) Unbroken building line RC102/RC103/RC104
2.4.2.43(b) 3.5m min building separation - complies RC102/RC103/RC104
2.4.2.43(c) All proposed dwellings exceed 10m direct LOS from existing dwellings (adjoining sites)
2.4.2.43(d) Stages 2, 3 & 4 comply.
2.4.2.43(e) Unit floor areas / outdoor living areas See RC103/RC104
2.4.2.43(h) Outdoor livings shall:(i) Be located and/or screened so that at least 50% of the outdoor living area has complete visual privacy from the living rooms and outdoor living areas of other dwellings on the same site and shall be screened from adjoining sites.-Stages 1-3 screened from adjoining sites by existing 1.8m approx. high fences.-Stages 1-3 typically screened from one another by nib walls.-Stage 4 screening TBC
(ii) Be orientated to the north, east or west of the dwelling, but not to the south of east or west from the southernmost part ofthe dwelling.-Stage 1 complies. Stage 4 TBC. Stage 2 & 3 all Units 1,2,4 & 5 comply
2.4.2.43(I) Dwellings that are parallel to, or adjoin the road boundary shall have a front door that faces the road/
- Stage 4-does not comply
- Stage 1-does not comply (12.2% provided)
building line breaches 2.4.2.43(a)
Does not comply- breaches noted on drawings
Stages 2 & 3 have less than 10m between windows of main living areas
3942
3942 3942
6942
Stage 1 does not comply with window sills to be no greater than 1m high requirement
All stages refer to RC103 & RC104 for non-compliance
Extg shed Extg carport
CarparkingCarparkingCarparkingCarparkingExisting car parking spaces on-site = Nil spaces providedProposed car parking spaces on-site = 40 parks (including 2 minimum accessible)District Plan car parking required = 1 per unit + 0.2 spaces per unit for visitors. Does not comply, refer to Integrated Traffic Report
4235
4777
4211
1000
1000
4023
4156
6000
1800
Partial existing vehicle crossing
Existing vehicle crossing
Existing vehicle crossing
Partial existing vehicle crossing
2097
LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION
Site Address: Palmer, Vaile, Brady and Roche StreetsLots 1, 2 and 4 DP 528456Area: 4766m2 (Lot 1) +3854m2 (Lot 2) + 4031m2 (Lot 4)
SITE INFORMATIONSITE INFORMATIONSITE INFORMATIONSITE INFORMATION
Local Body: Waipa District CouncilZone: Residential Zone / Compact Housing Area / Archaeological Site S15 - 456 (Dump)Wind Zone: LowEarthquake Zone: Zone 1Exposure Zone: Zone BRainfall Intensity: 80 -90Climate Zone: Zone 2
SURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATION
Site Surveyed By: RAD Surveying
Note: It is the sole responsibility of the builder to ensure all yards setbacks in relation to boundaries are checked for compliance after profiles are setout and prior to construction.
1083
8
Stage 1 does not complyStage 2 units have main building entrance doors and living area sliding doors facing the streetStage 3 does not complyStage 4 N/A
Stage 2 & 3 all Units 3 & 6 do not complyStage 4 units 201, 209, 301, 309, 401,409 do not comply
Acc.Acc.
1000
28790 to vehicle crossing
2000
1880 1880
5980
4198
5190
BOUNDARY
BOU
ND
ARY
4857
5882
5918
1256
259
04
5960
1171
4
12660
14497
4758
4655
1231
9
4800 5800 4800 1800
Amb. 3600
typi
cal
2500
1100
Load.
Acc.
6000 5800 4800600
6000
2610
0
Hgv.
Load.
6004800 5800 4800600
STAGE 1
STAGE 3
STAGE 2
STAGE 4
EXISTING
Areas of Site CoverageAreas of Site CoverageAreas of Site CoverageAreas of Site Coverage
LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP
N
STAGE 110 x 1 bedroom units
STAGE 312 x 1 bedroom units
STAGE 224 x 1 bedroom units
STAGE 431 x 2 bedroom apartments3 x commercial tenancies
CompositionCompositionCompositionComposition
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:10 PM
RC102
PROPOSED SITE PLAN
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 500PROPOSED SITE PLAN
TOTAL SITE AREA (m²) 12651
PERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREA 4639 or 36.8% more or less4639 or 36.8% more or less4639 or 36.8% more or less4639 or 36.8% more or less
NON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREA 8012 or 63.2% more or less8012 or 63.2% more or less8012 or 63.2% more or less8012 or 63.2% more or less
- BUILDINGS (SITE COVERAGE) 4451 more or less
Freeman Court/Existing (incl. shed/carport) 1595Stage 1 502 (incl. covered decks and walkways)Stage 2 220 x 4 = 880Stage 3 220 x 2 = 440Stage 4 1034
- DECKS/PATIOS 1277 more or less
Freeman Court-Existing 240Stage 1 Paving 27Stage 2 Paving 597Stage 3 Paving 321Stage 4 Paving 92
- SHEDS 20 more or less
Covered bike/scooter parking 20
- DRIVEWAYS/PATHS 2264 more or less
Extg Freeman Driveways 211Proposed Carparks 990Public Paths 1053
RC302E6
RC302
E7
RC301
E2
N
P A L M E R S T R E E T
R O C H E S T R E E T
STAGE 1 STAGE 1 STAGE 1 STAGE 1
4.0m setback
STAGE 2STAGE 2STAGE 2STAGE 2
10 Units (1bed)(Upper level shown. Refer to Preliminary Design Drawings for Ground Level. Interior Floor Plans of Units 1-3 identical to Units 8-10)
STAGE 3STAGE 3STAGE 3STAGE 3
24 Units (1bed)
12 Units (1bed)
1800
ste
p in
bui
ldin
gs
1000
ste
p in
bui
ldin
gs
1000
ste
p in
bui
ldin
gs
RP 2
RP 3
RP 1
building line breaches 2.4.2.43(a)
building line breaches 2.4.2.43(a)
build
ing
line
brea
ches
2.4
.2.4
3(a)
Fences - see sheet RC302
191.41m BOUNDARY
Carpark ACarpark ACarpark ACarpark A
Existing treesto remain
Refer to BC200733 for proposed alterations to existing Freeman Court building
Proposed vehicle entrance
2.12.12.12.1
2.22.22.22.22.32.32.32.3
2.42.42.42.4
1.11.11.11.1
S1RC301
113.63m BOUNDARY
40.2
3m
BOU
ND
ARY
40.2
4m
BO
UN
DAR
Y
Extg Courtyard
Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication
Extg Deck
Extg drop-off point
Extg driveway
Ex council S.W line to remain
Ex council S.W line to remain
3942
3942 3942
Ex council S.S lines (to remain)
Proposed relocation of existing SW line. Position to be confirmed with Waipa Council
5980
2.7m + 28o
4.0m setback
2.0m setback
Extg building position (between staged development). To be demolished for Stage 3. Temporarily will breach clause 2.4.2.43(b) after 2.4 built and before this building is demolished
55.0
56.0
55.056.057.058.0 54.0
54.0
53.0
53.0
Existing contours to remain as is, other than areas of cut or fill under Proposed Buildings and Courtyards. Refer to Proposed Cut and Fill Plans and large scale site plans
Adjoining garage
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
Unit 10
Unit 1 (below)
Unit 2 (below)
Unit 3 (below)
Unit 4
Unit 1 (below)
Unit 5
Unit 2 (below)
Unit 6
Unit 3 (below)
Unit 4
Unit 1 (below)
Unit 5
Unit 2 (below)
Unit 6
Unit 3 (below)
Unit 4
Unit 1 (below)
Unit 5
Unit 2 (below)
Unit 6
Unit 3 (below)
Unit 4
Unit 1 (below)
Unit 5
Unit 2 (below)
Unit 6
Unit 3 (below)
3000
5450
5100
5160
2.7m + 45o
1251
4664
4955
Dec
kD
eck
Dec
kD
eck
Dec
kD
eck
Dec
k
Gro
und
leve
l co
urty
ards
2.0m
set
back
2.0m setback
2.7m + 45o
(Ground level shown. Refer to Preliminary Design Drawings for First Level. Interior Floor Plans of First Level Units identical to Ground Level units)
Indicative communal courtyard. Area TBC
Indicative communal courtyard. Area TBC
Indicative communal courtyard. Area TBC Indicative communal
courtyard. Area TBC
Deck
Deck
Deck
Deck
Deck
Deck
Deck
DeckDeck
Deck
Deck
Deck
Dec
k
Dec
k
4000
6151
1200
5670
Indicative communal courtyard. Area TBC
Indicative communal courtyard. Area TBC
Ground level courtyards
Ground level courtyards
Ground level courtyards
6151
5670
4000
1200
3.23.23.23.2
3.13.13.13.1
4000
1200
5670
6151
Building frontage does not meet 15% glazing requirement per 2.4.2.19 of zone rules - current glazing area = 12.8%
build
ing
line
brea
ches
2.4
.2.4
3(a)
4018
Existing vehicle crossing
Existing vehicle crossing
Gro
und
leve
l co
urty
ards
Gro
und
leve
l co
urty
ards
5670
6151
2097
6877
4156
Unit 3 (below)Unit 6
Unit 3 (below)Unit 6
Accessible
6000
typi
cal
2500
600 4800 10600 600
2610
0
to vehicle crossing
5511 5800
46864664
1080
1680
4144
19171
1083
8
BOUNDARYBOUNDARY
BOU
ND
ARY
1000
3600
1100
2500
4198 51
92
4200
12660
14496
1231
9Ambulance
Loading
Accessible path
Proposed car park A (22) 19x standard
1x accessibility1x ambulance
1x loading
STAGE 1
STAGE 3
STAGE 2
STAGE 4
EXISTING
Areas of Site CoverageAreas of Site CoverageAreas of Site CoverageAreas of Site Coverage
Private Ground Level outdoor living areas
Outdoor Living AreasOutdoor Living AreasOutdoor Living AreasOutdoor Living Areas
Communal Ground Level outdoor living areas
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:12 PM
RC103
PROPOSED SITE PLAN - EXPANDED (A)
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 200PROPOSED SITE PLAN - EXPANDEDA
District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)
Clause 2.4.2.43 (e). Note all Stage 1 to 3 units are 1 bedroom, all stage 4 units are 2 bedroom.
Unit: Dwelling Size (GFA): GL outdoor living area: GL outdoor living dim.: Min FF outdoor living area: FF outdoor living dim.:(50m2 min required) (20m2 min required) (4m min required) (10m2 min required) (2m min required)
1.1 Unit 1 54.7m2 14.8m2 3m - -1.1 Unit 2 54.5m2 14.8m2 3m - -1.1 Unit 3 57.7m2 15.7m2 3m - -1.1 Unit 4 56.2m2 - - 5.9m2 1.25m1.1 Unit 5 54.5m2 - - 5.9m2 1.25m1.1 Unit 6 54.5m2 - - 5.9m2 1.25m1.1 Unit 7 54.6m2 - - 5.9m2 1.25m1.1 Unit 8 54.7m2 - - 5.8m2 1.25m1.1 Unit 9 54.5m2 - - 5.9m2 1.25m1.1 Unit 10 57.7m2 - - 6.2m2 1.25m
(all comply)
2.1 Unit 1 58.2m2 24.0m2 4m - -2.1 Unit 2 60.4m2 24.0m2 4m - -2.1 Unit 3 59.7m2 24.0m2 4m - -2.1 Unit 4 58.2m2 - - 6.8m2 1.2m2.1 Unit 5 60.4m2 - - 6.8m2 1.2m2.1 Unit 6 59.7m2 - - 6.8m2 1.2m
(all comply) (all comply) (all comply)
Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1
(70m2 min required) (30m2 min required) (4m min required) (12m2 min required) (2m min required)4.1 GF Unit 1 80m2 45.0m2 5.5m2 - -4.1 GF Unit 2 79m2 4.7m2 - -4.1 GF Unit 3 79m2 4.7m2 - -4.1 GF Unit 4 79m2 4.7m2 - -4.1 Lvl 1 Unit 1 87m2 - - 13.2m2 2.9m2
4.1 Lvl 1 Unit 2 80m2 - - 20.4m2 2.5m2
4.1 Lvl 1 Unit 3 79m2 - - 2.5m2
4.1 Lvl 1 Unit 4 79m2 - - 2.5m2
4.1 Lvl 1 Unit 5 79m2 - - 2.5m2
4.1 Lvl 1 Unit 6 79m2 - - 2.5m2
4.1 Lvl 1 Unit 7 89m2 - - 2.5m2
4.1 Lvl 1 Unit 8 76m2 - - 14.8m2 2.3m2
4.1 Lvl 1 Unit 9 84m2 - - 2.0m2
(all comply) (all comply) (all comply)
4.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 14.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 14.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 14.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 1
(all do not comply) (all do not comply) (all do not comply) (all do not comply)
(all do not comply) (all do not comply)
11.7m2
11.7m2
11.7m2
11.7m2
11.9m2
9.7m2
(red does not comply)
25.8m2
25.8m2
25.8m2
(red does not comply)
CO
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C104
Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:
Commercial Tenancy 1 86m2
Commercial Tenancy 2 111m2
Commercial Tenancy 3 179m2
Note: proposed rentable areas are indicative only
RC301E4
RC302
E5
RC302E6
RC301
E3
N
P A L M E R S T R E E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
T
287287287287
263263263263
237A237A237A237A
237237237237
211211211211
STAGE 1 STAGE 1 STAGE 1 STAGE 1
4.0m setback
2.0m setback
209209209209
263B263B263B263B
STAGE 4 STAGE 4 STAGE 4 STAGE 4 31 Apartments (2bed)
3 Commercial Tenancies
10 Units
STAGE 3STAGE 3STAGE 3STAGE 312 Units (1bed)
Ex building position (between staged development)
RP 2
RP 3 RP 4 RP 5
building line breaches 2.4.2.43(a)
building line breaches 2.4.2.43(a)
Fences - see sheet RC302
Existing treesto remain
Proposed vehicle entrance
3.23.23.23.2
3.13.13.13.1
1.11.11.11.1
4.14.14.14.1
S1RC301
S2RC301
40.2
4m
BO
UN
DAR
Y
100.58m BOUNDARY
35.2
3m
BO
UN
DAR
Y
191.41m BOUNDARY
7.06m
2.7m + 45o
2.7m + 45o
55.0
56.0
54.0
53.0
53.0
52.0
52.0
52.0 53.0
54.0
51.0
51.0
Partial existing vehicle crossing
Indicative communal courtyard. Area TBC
Indicative communal courtyard. Area TBC
Gro
und
leve
l co
urty
ards
Gro
und
leve
l co
urty
ards
Gro
und
leve
l co
urty
ards
Gro
und
leve
l co
urty
ards
Dec
k
Dec
k
Dec
k
Dec
k
Dec
k
Dec
k
6942
5670
12004000
6151
4172
Ex council S.W line to remain
Carpark BCarpark BCarpark BCarpark B
Ex council S.S lines (to remain)
Ex council S.W lines (to remain)
2.0m
set
back
4.0m
set
back
2.7m
+ 4
5o
2.7m
+ 4
5o
Adjoining garage
Adjoining dwelling
Adjoining dwelling
Adjoining dwelling
Adjoining dwelling
Adjoining dwelling
Adjoining dwelling
Adjoining dwelling
building line breaches 2.4.2.43(a)
Existing contours to remain as is, other than areas of cut or fill under Proposed Buildings and Courtyards. Refer to Proposed Cut and Fill Plans and large scale site plans
Gro
und
leve
l co
urty
ards
Existing vehicle crossing
Existing trees where indicated to remain
4777
Accessible2500
1100
2610
0
6000 5800 4800 600
5800 57892 to vehicle crossing
Ground level courtyards
Ground level courtyards
Ground level courtyards
Ground level courtyards
Balcony above Balcony above Balcony above Balcony above
5500 55
00
8200 4700 4700 4700
4857
5960
5904
1256
1
BOU
ND
ARY
6000
typi
cal
2500
1000
2500
1100
2000
Accessible
Heavy goods
Loading
4758
Accessible path
Proposed car park B (20)16 x normal
2x accessiblity1x loading
1x heavy goods
STAGE 1
STAGE 3
STAGE 2
STAGE 4
EXISTING
Areas of Site CoverageAreas of Site CoverageAreas of Site CoverageAreas of Site Coverage
Private Ground Level outdoor living areas
Outdoor Living AreasOutdoor Living AreasOutdoor Living AreasOutdoor Living Areas
Communal Ground Level outdoor living areas
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:13 PM
RC104
PROPOSED SITE PLAN - EXPANDED (B)
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 200PROPOSED SITE PLAN - EXPANDEDB
Unit 3 (below)
Unit 6
Unit 3 (below)
Unit 6
Unit 1 (below)
Unit 4
Unit 2 (below)
Unit 3
Unit 2 (below)
Unit 5
Unit 1 (below)
Unit 4
CO
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C103
- Refer to supporting stage 4 design proposal for tenancy layouts
Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:
Commercial Tenancy 1 86m2
Commercial Tenancy 2 111m2
Commercial Tenancy 3 179m2
Note: proposed rentable areas are indicative only
2.12.12.12.1
2.22.22.22.2
2.32.32.32.3
2.42.42.42.4
3.23.23.23.2
3.13.13.13.1
1.11.11.11.1
2.1.32.1.32.1.32.1.3
2.2.32.2.32.2.32.2.3
2.3.32.3.32.3.32.3.3
2.4.32.4.32.4.32.4.3
3.2.33.2.33.2.33.2.3
2.1.12.1.12.1.12.1.1
2.1.22.1.22.1.22.1.2
2.2.12.2.12.2.12.2.1
2.2.22.2.22.2.22.2.2
2.3.12.3.12.3.12.3.1
2.3.22.3.22.3.22.3.2
2.4.22.4.22.4.22.4.22.4.12.4.12.4.12.4.1
3.2.13.2.13.2.13.2.1
3.2.23.2.23.2.23.2.2
3.1.23.1.23.1.23.1.23.1.13.1.13.1.13.1.1
3.1.33.1.33.1.33.1.3
1.1.11.1.11.1.11.1.1
1.1.21.1.21.1.21.1.21.1.31.1.31.1.31.1.3
55.670
54.960
54.500
54.160
53.055
52.760
53.400
53.045
52.750
53.390
54.150
54.490
54.950
55.670
55.500
55.000
54.500
53.50053.000
52.500
52.000
54.500
53.500
Outdoor courtyards indicated green
Building slabs indicated red
51.500
52.000
51.000
52.500
53.000
4.14.14.14.1
51.499
54.500
55.000
56.000
55.500
55.000
55.500 56.000
54.500 54.00055.00053.500
54.500
55.000
53.00055.500
56.000
57.500
57.000
56.500
54.500
52.500 52.000
52.000
54.500
55.000
51.000
52.50053.000
55.500
56.000
2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4
3.23.23.23.2
3.13.13.13.1
1.11.11.11.1
2.1.12.1.12.1.12.1.12.1.22.1.22.1.22.1.2
2.1.32.1.32.1.32.1.3
2.2.12.2.12.2.12.2.12.2.22.2.22.2.22.2.2
2.2.32.2.32.2.32.2.3
2.3.12.3.12.3.12.3.12.3.22.3.22.3.22.3.2
2.3.32.3.32.3.32.3.3
2.4.22.4.22.4.22.4.22.4.12.4.12.4.12.4.1
2.4.32.4.32.4.32.4.3
3.2.33.2.33.2.33.2.3
3.1.33.1.33.1.33.1.3 3.1.13.1.13.1.13.1.1
3.1.23.1.23.1.23.1.2
3.2.13.2.13.2.13.2.1
3.2.23.2.23.2.23.2.2
1.1.31.1.31.1.31.1.3
1.1.21.1.21.1.21.1.2
1.1.11.1.11.1.11.1.1
113.63m 217o 51'50"
7.08m
352
o 56'
35.2
3m30
8o01
'40"
23.28m 217o 52'20"40
.23m
30
8o01
'40"
40.2
4m
307
o36
'
100.58m 217o 52'
35.2
3m
127
o45
'10"
191.41m 217o 52'20"
4.14.14.14.1
Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication
51.500
7.06m
PROPOSED STAGE 1 BUILDING
PROPOSED STAGE 3 BUILDINGS
PROPOSED STAGE 2 BUILDINGS
PROPOSED PRIVATE OUTDOOR LIVING
PROPOSED STAGE 4 BUILDINGS
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:14 PM
RC105
CUT & FILL PLAN
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
TOPOGRAPHY SCHEDULE
Location Mark Fill Cut Net cut/fill
Stage 1 Building 1 1.1 0.37 m³ 173.44 m³ -173.07 m³
Stage 2 Building 1 2.1 45.48 m³ 2.03 m³ 43.45 m³
Stage 2 Building 2 2.2 44.83 m³ 5.39 m³ 39.44 m³
Stage 2 Building 3 2.3 47.38 m³ 0.78 m³ 46.60 m³
Stage 2 Building 4 2.4 51.17 m³ 11.54 m³ 39.63 m³
Stage 3 Building 1 3.1 67.30 m³ 0.20 m³ 67.10 m³
Stage 3 Building 2 3.2 30.67 m³ 13.69 m³ 16.98 m³
Stage 4 Building 1 4.1 53.28 m³ 155.48 m³ -102.20 m³
Unit 1.1.1 Outdoor Area 1.1.1 0.00 m³ 10.94 m³ -10.94 m³
Unit 1.1.2 Outdoor Area 1.1.2 0.00 m³ 6.85 m³ -6.85 m³
Unit 1.1.3 Outdoor Area 1.1.3 0.97 m³ 1.70 m³ -0.73 m³
Unit 2.1.1 Outdoor Area 2.1.1 8.16 m³ 0.00 m³ 8.16 m³
Unit 2.1.2 Outdoor Area 2.1.2 18.17 m³ 0.00 m³ 18.17 m³
Unit 2.1.3 Outdoor Area 2.1.3 0.00 m³ 4.82 m³ -4.82 m³
Unit 2.2.1 Outdoor Area 2.2.1 12.04 m³ 0.00 m³ 12.04 m³
Unit 2.2.2 Outdoor Area 2.2.2 16.82 m³ 0.00 m³ 16.82 m³
Unit 2.2.3 Outdoor Area 2.2.3 0.00 m³ 7.20 m³ -7.20 m³
Unit 2.3.1 Outdoor Area 2.3.1 9.44 m³ 0.00 m³ 9.44 m³
Unit 2.3.2 Outdoor Area 2.3.2 14.04 m³ 0.00 m³ 14.04 m³
Unit 2.3.3 Outdoor Area 2.3.3 0.00 m³ 3.87 m³ -3.87 m³
Unit 2.4.1 Outdoor Area 2.4.1 14.60 m³ 0.00 m³ 14.60 m³
Unit 2.4.2 Outdoor Area 2.4.2 9.81 m³ 0.00 m³ 9.81 m³
Unit 2.4.3 Outdoor Area 2.4.3 0.00 m³ 7.75 m³ -7.75 m³
Unit 3.1.1 Outdoor Area 3.1.1 14.37 m³ 0.00 m³ 14.37 m³
Unit 3.1.2 Outdoor Area 3.1.2 15.97 m³ 0.00 m³ 15.97 m³
Unit 3.1.3 Outdoor Area 3.1.3 0.00 m³ 2.93 m³ -2.93 m³
Unit 3.2.1 Outdoor Area 3.2.1 13.81 m³ 0.00 m³ 13.81 m³
Unit 3.2.2 Outdoor Area 3.2.2 15.36 m³ 0.00 m³ 15.36 m³
Unit 3.2.3 Outdoor Area 3.2.3 0.00 m³ 10.80 m³ -10.80 m³
504.03 m³ 419.42 m³ 84.61 m³
NTSPROPOSED EXCAVATION - BUILDINGS ONLY
NTSEXISTING TOPOGRAPHY
SCALE 1 : 500SITE CONTOURS
Proposed exceeds max excavation allowed in clause 2.4.2.34.
Note: Actual excavation required may be larger depending on the depth of excavation required under proposed concrete floor slabs. To be confirmed once further Engineering investigation of soils performed.
N
indicative playground
concrete paving
asphalt carparkasphalt carpark
plantingplanting
planting
planting
plantingplanting
planting
planting
plantingplanting
Entry Entry
concrete pavingconcrete paving
lawnlawnlawn
lawn
lawn
lawnlawn
lawn
planting
plan
ter
planter
deckpath to existing entry
paverspave
rs
pave
rs
pave
rs
P A L M E R S T R E E T
B R
A D
Y
S T
R E
E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
T
communal garden
seat
ing
lawn
existing courtyard
existing courtyard
shared courtyard
shared courtyard
shared courtyard
shared courtyard
shared courtyard
shared courtyard
priv. patiopriv. patio
priv. patio
priv. patiopriv. patio priv. patio
priv. patio
priv. patiopriv. patio
priv. patiopriv. patio
priv. patio
priv
. pat
iopr
iv. p
atio
priv
. pat
iopr
iv. p
atio
priv
. pat
iopr
iv. p
atio
priv
. pat
io priv
. pat
iopriv
. pat
io
priv. patio priv. patio priv. patio priv. patio
scooter parking
scooter parking under balcony
indicative covered scooter/bike parking
concrete paving
Stage 2&3 buildings to feature 1800 high brick screening enclosing a 6.7m2 external service area. Sized to house a minimum of 3 x 140L wheelie bins, 1 x mobility scooter, and maneuvering space. Shown indicatively
bike rack
bike rack
bike rack
indicative screening9000 22
00
Stage 2&3 indicative courtyard seating
Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication
2.12.12.12.12.22.22.22.2 2.32.32.32.3 2.42.42.42.4
3.13.13.13.1
3.23.23.23.2
1.11.11.11.1
4.14.14.14.1
acc. path
acc. path
PERMEABLE = 36.8% site coverage more or less- GRASS/PLANTING/GRAVEL
NON PERMEABLE = 63.2% site coverage more or less-BUILDING COVERAGE/PERMANENT PAVING
PERMEABILITY KEYPERMEABILITY KEYPERMEABILITY KEYPERMEABILITY KEY
NOTE: NOTE: NOTE: NOTE: permeability percentages subject to change. Shown on plans indicatively.
indicative playground
1600
concrete paving
asphalt carparkasphalt carpark
plantingplanting
planting
planting
plantingplanting
planting
planting
plantingplanting
path
to ro
ad
Entry Entrypath to road
concrete pavingconcrete paving
lawnlawnlawn
lawn
lawn
lawnlawn
lawn
planting
plan
ter
planter
deck
balcony
path to existing entry
paverspave
rs
pave
rs
pave
rs
P A L M E R S T R E E T
B R
A D
Y
S T
R E
E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
T
communal garden
seat
ing
lawn
existing courtyard
existing courtyard
shared courtyard shared
courtyard
shared courtyard
shared courtyard
shared courtyard
shared courtyard
priv. patiopriv. patio
priv. patio
priv. patiopriv. patio priv. patio
priv. patio
priv. patiopriv. patio
priv. patiopriv. patio
priv. patio
priv
. pat
iopr
iv. p
atio
priv
. pat
iopr
iv. p
atio
priv
. pat
iopr
iv. p
atio
priv
. pat
io priv
. pat
iopriv
. pat
io
N
priv. patio priv. patio priv. patio priv. patio
Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication
2.12.12.12.12.22.22.22.2 2.32.32.32.3 2.42.42.42.4
3.13.13.13.1
3.23.23.23.2
1.11.11.11.1
4.14.14.14.1
concrete paving
acc. path
acc. path
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:16 PM
RC106
PROPOSED LANDSCAPING PLAN
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 500INDICATIVE LANDSCAPING PLAN
SCALE 1 : 500INDICATIVE SITE PERMEABILITY PLAN
NOTE: NOTE: NOTE: NOTE: Landscaping design & layout indicative for RC stage.Finishes, materials, & plant selections to be developed further during building consent stages.
FL = 55780
Stage 2Stage 2Stage 2Stage 2
Stage 3(beyond)
10m max height plane
site
bou
ndar
y
build
ing
heig
ht fr
om F
L65
00 ty
pica
l
2.12.12.12.12.22.22.22.2
3.1
EGL55060
24100 typical (Stg 2-3 units)
58580
Brick veneer claddingJames hardie® axon™ panel claddingApl double-glazed aluminium windows & doorsColorsteel® profiled metal roofingPowder coated metal spouting and downpipesFiber cement sheet cladding
2.7m vert + 28°
height recession plane
Stage 1 (beyond)
Existing Freeman Court (beyond) - refer to BC200733 for proposed alterations
STAGE 2
STAGE 3
10m max height plane
site
bou
ndar
y
Glazing percentage of street facing wall = 39.2 % Glazing percentage of street
facing wall = 39.2%Glazing percentage of street facing wall = 15.0 %
5578055060
Glazing percentage of streetfacing wall = 39.2 %
Glazing percentage of streetfacing wall = 39.2 %
54600
54360
build
ing
heig
ht fr
om F
L65
00 ty
pica
l
2.12.12.12.12.22.22.22.2
2.32.32.32.32.42.42.42.4
3.23.23.23.23.13.13.13.11.1EGL
5858057860
57160
55955
60606088
12148 typical (Stg 2-3 units)
24100 typical (Stg 2-3 units)
57400
53155
Powder coated aluminium cappingVertical aluminium balustradeTimber decking
Steel shroudApl double-glazed aluminium windows & doors
Vulcan cladding - abodo thermally modified timber
Stage 4Stage 4Stage 4Stage 4
GROUND LEVEL
LEVEL 1
LEVEL 2
LEVEL 310m max height plane
site
bou
ndar
y
4.14.14.14.1
EGL 51566
49630
Hatched area exceeding district plan 10m max height plane
55366
58566
61666
51566
build
ing
heig
ht fr
om F
L13
834
Glazing percentage of street facing wall = 29.3%
23920 25710
V A
I L E
S
T R
E E
T
Brick veneer cladding
Frameless glass balustrade
Pre finished aluminium balustrade
Brick veneer cladding
Colorsteel® profiled metal roofing
Proprietary powder coated aluminium fin
Apl double-glazed aluminium windows & doors
Apl double-glazed aluminium windows & doors
RC301E4RC301 E1
RC301
E2
RC301
E3
N
P A L M E R S T R E E T
B R
A D
Y
S T
R E
E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
T
Freeman Court Freeman Court Freeman Court Freeman Court
2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4
3.23.23.23.2
3.13.13.13.1
4.14.14.14.1
1.11.11.11.1
S1RC301
S2RC301
RP 2
RP 3 RP 4 RP 5
RP 1
55.0
56.0
55.0
56.0
55.0
56.057.058.0 54.0
54.0
53.0
53.0
52.0
52.0
52.053.0
54.0
51.0
51.0
(RP4) 2.7m vert + 45°
10m max height plane
site
bou
ndar
y
site
bo
unda
ry
4.14.14.14.1
EGL
3.1 1.1
Stage 1 (beyond)
Stage 3(beyond)
53250 GL @ RP552500 GL @ RP4
(RP5) 2.7m vert + 45°
Hatched area exceeds district plan 10m max height plane
51566
55366
58566
61666
build
ing
heig
ht fr
om F
L13
834
Stage 4Stage 4Stage 4Stage 4
22114
Glazing percentage of street facing wall = 41.8%
P A
L M
E R
S
T R
E E
T
GROUND LEVEL
LEVEL 1
LEVEL 2
LEVEL 3
EGL (varies)
Stage 3Stage 3Stage 3Stage 3Stage 2Stage 2Stage 2Stage 22.12.12.12.1
2.22.22.22.22.32.32.32.3 2.42.42.42.4
3.23.23.23.2
Section indicative only. Foundations to be Specific Engineer Designed for Building Consent
10.0° 10.0°
58580
55780
57860
55060
57400
54600
57060
54260
53155
55955
2407
2800
typi
cal
2407
typi
cal
2800
Stage 4Stage 4Stage 4Stage 4
4.0°4.0°
51566
55366
58566
616662982
3100
3200
3800
EGL (varies)
4.14.14.14.1
proposed car park
16600
clearance
1979
proposed car park
16600
clearance
1200
site
bou
ndar
y
site
bou
ndar
y
V A
I L E
S
T R
E E
T
52860
EGL (varies)
FL
Stage 3Stage 3Stage 3Stage 3 3.23.23.23.23.13.13.13.1
Section indicative only. Foundations to be Specific Engineer Designed for Building Consent
55955
53155
55660
52860
typi
cal
2407
typi
cal
2800
10.0° 10.0°
site
bou
ndar
y
site
bou
ndar
y
P A
L M
E R
S
T R
E E
T
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
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N O
NL
Y -
NO
T F
OR
CO
NS
TR
UC
TIO
N
original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:26 PM
RC301
SITE ELEVATIONS & SECTIONS
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 200RC102
SOUTH WEST ELEVATION (viewed from internal boundary)E1
SCALE 1 : 200RC102
SOUTH EAST ELEVATION - STAGE 2&3 (viewed from Palmer St)E2
SCALE 1 : 200RC102
SOUTH EAST ELEVATION - STAGE 4 (viewed from Palmer St)E3
ELEVATION MAP
SCALE 1 : 200RC102
NORTH EAST ELEVATION (viewed from Vaile St)E4
REFER TO PRELIMINARY DESIGN DRAWINGS FOR LARGE SCALE BUILDING ELEVATIONS & SECTIONS
NOTES: -Existing Ground Level (EGL) shown on Elevations taken from site boundary line
SCALE 1 : 250RC102
SITE SECTION STAGES 2, 3 & 4S1
SCALE 1 : 250RC102
SITE SECTION STAGE 3S2
Stage 4Stage 4Stage 4Stage 4
Stage 3Stage 3Stage 3Stage 3
GROUND LEVEL
LEVEL 1
LEVEL 2
LEVEL 310m max height plane
52860
site
bou
ndar
y
build
ing
heig
ht fr
om F
L65
00 ty
pica
l
EGL
4.14.14.14.1
3.13.13.13.1 3.23.23.23.2
51566
55660
24100 typical (Stg 2-3 units)
49630
55366
58566
61666
Hatched area exceeding district plan 10m max height plane
build
ing
heig
ht fr
om F
L13
834
V A
I L E
S
T R
E E
T
Fiber cement sheet cladding
Brick veneer cladding
Apl double-glazed aluminium windows & doors
Colorsteel® profiled metal roofing
Powder coated metal spouting and downpipes
James hardie® axon™ panel cladding
Proprietary powder coated aluminium fin
Apl double-glazed aluminium windows & doors
Pre finished aluminium balustrade
Pre finished aluminium cladding system
Colorsteel® profiled metal roofing
Brick veneer cladding
Stage 1Stage 1Stage 1Stage 1
10m height plane
53500
site
bou
ndar
y
56300
build
ing
heig
ht fr
om F
L66
50
build
ing
heig
ht fr
om F
L
4050
EGL
1.11.11.11.1
15709 20700
36409
R O
C H
E
S T
R E
E T
Colorsteel® profiled metal roofingPowder coated metal spouting and downpipes
James hardie® axon™ panel cladding
Apl double-glazed aluminium windows & doors
Vertical aluminium balustrade
Brick landscaping wall
Building frontage does not meet 15% glazing requirement per 2.4.2.19 of zone rules - current glazing area = 12.2%
(RP2)
2.7m
vert
+ 45°
Permeable fences
Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC applicationNot part of this RC applicationNot part of this RC applicationNot part of this RC application
Stage 1Stage 1Stage 1Stage 1
10m height plane
56300
site
bou
ndar
y
refer to BC200733 for proposed alterations
EGL
1.11.11.11.1
1300
53950 GL @ RP2
53100 GL @ RP3
(RP3)
2.7m
vert
+ 45°
2900 12133 1376
16409
James hardie® axon™ panel claddingBrick and vertical timber fencing
Vulcan cladding - abodo thermally modified timberApl double-glazed aluminium windows & doors
RC302
E5
RC302E6
RC302
E7
N
P A L M E R S T R E E T
B R
A D
Y
S T
R E
E T
R O C H E S T R E E T
V A
I L E
S
T R
E E
TFreeman Court Freeman Court Freeman Court Freeman Court
2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4
3.23.23.23.2
3.13.13.13.1
4.14.14.14.1
1.11.11.11.1RP 2
RP 3 RP 4 RP 5
RP 1
55.0
56.0
55.0
56.0
55.0
56.057.058.0 54.0
54.0
53.0
53.0
52.0
52.0
52.053.0
54.0
51.0
51.0
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
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MA
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N O
NL
Y -
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T F
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
9/07/2021 2:57:33 PM
RC302
SITE ELEVATIONS
HABITATPALMER STREET, TE AWAMUTU
RESOURCE CONSENT
495-01
SCALE 1 : 200RC102
NORTH WEST ELEVATION (viewed from internal boundary)E5
SCALE 1 : 200RC102
NORTH EAST ELEVATION (viewed from internal boundary)E6
SCALE 1 : 200RC102
NORTH WEST ELEVATION (viewed from Roche St)E7
ELEVATION MAP
REFER TO PRELIMINARY DESIGN DRAWINGS FOR LARGE SCALE BUILDING ELEVATIONS & SECTIONS
NOTES: -Existing Ground Level (EGL) shown on Elevations taken from site boundary line
Edwards White Architects LimitedMezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ
(07) 839 0095www.edwardswhite.co.nz
HABITAT
PALMER STREET,
TE AWAMUTU
REV
PD000 - COVER
PD101 - SITE PLAN STAGE 1
PD201 - FLOOR PLANS STAGE 1
PD204 - DIMENSION PLANS STAGE 1
PD205 - REFLECTED CEILING PLANS STAGE 1
PD206 - ROOF PLAN
PD301 - ELEVATIONS
PD401 - SECTIONS
PD402 - SECTIONS
PD501 - TYPICAL UNIT PLAN STAGE 1
PD701 - WINDOW & DOOR SCHEDULES
R O C H E S T R E E TR O C H E S T R E E TR O C H E S T R E E TR O C H E S T R E E T
boundary27.56 m
Proposed Freeman Court deck
N
Stage 1 Stage 1 Stage 1 Stage 1
Proposed communal Vege Garden
FL 53.5 lower
Unit over
1.3m retaining
Dn
Unit over
Unit over
Unit over
Pass
agew
ay o
ver
0.5m retaining
FL 53.5
54.3 Proposed
1.1m
reta
inin
g
Balc
ony
over
Stor
e
Store(note: to be used for refuse and recycling , needs to accessible by a 2 axled truck
FREEMAN COURT FREEMAN COURT FREEMAN COURT FREEMAN COURT
Pass
agew
ay o
ver
Balc
ony
over
Balc
ony
over
4m setback
2m s
etba
ck
2m setback
Proposed landscaping / pathway Ra
mp
1:12
max
slo
pe.
750m
m m
ax ri
seUp
Dn1234
5
1 2 3 4
Indicative proposed trees
Indicative proposed trees
Indicative proposed trees
Proposed Garden
Unit 1
Unit 2
Unit 3
Courtyard
Courtyard
Courtyard
1.0m retaining
FL 53.5 lower
Mas
onry
reta
inin
g w
alls
Mas
onry
reta
inin
g w
alls
1.8m timber screening fences between units
boundary100.70 m
boundary113.72 m
Exi sti ng f oulwat er dr ain
Foulwa t e r dra in easem
ent TBC
Pathway to ramp up to level above (to FL56.3)
Exis ting sto rmw
ate r
dr ain, to be r eloc ated
Subfloor structure of Units over to designed
Gate
Cha
nnel
dra
in Cha
nnel
dra
inC
hann
el d
rain
Cha
nnel
dra
in
56.6
56.4
56.2
56.0
55.8
55.6
55.4
55.2
55.0
54.8
54.6
54.4
54.2
54.0
53.8
53.6
53.4
53.2
53.4
53.2
53.053.253.453.653.8
54.054.2
56.2 56.4
56.0
55.8
55.6
55.4
55.2
55.0
54.8
54.6
54.4
Existing site contours and levels (unless noted otherwise)
boundary9.53 m
Extg tree to remain
Extg tree to remain
SSMH
54.6
54.8
54.4
Council input required on whether existing foulwater line can be bridged over
LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP
N
NTS
LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION
Site Address: Palmer, Vaile, Brady and Roche StreetsLots 1, 2 and 4 DP 528456Area: 4766m2 (Lot 1) +3854m2 (Lot 2) + 4031m2 (Lot 4)
SITE INFORMATIONSITE INFORMATIONSITE INFORMATIONSITE INFORMATION
Local Body: Waipa District CouncilZone: Residential Zone / Compact Housing Area / Archaeological Site S15 - 456 (Dump)Wind Zone: LowEarthquake Zone: Zone 1Exposure Zone: Zone BRainfall Intensity: 80 -90Climate Zone: Zone 2
SURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATION
Site Surveyed By: RAD Surveying
Note: It is the sole responsiblity of the builder to ensure all yards setbacks in relation to boundaries are checked for compliance after profiles are setout and prior to construction.
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
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N O
NL
Y -
NO
T F
OR
CO
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TR
UC
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N
original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
17/09/2020
PD101
SITE PLAN STAGE 1
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100SITE PLAN
1PD402
1PD401
FL 53.5 lower
Unit over
1.3m retaining
Dn
Unit over
Unit over
Unit over
Pass
agew
ay
over
0.5m retaining
Balc
onyo
ver
(note: to be used for refuse and recycling , needs to accessible by a 2 axled truck
PD3011
PD301
2
PD301
3
PD301 4
2PD401
Stage 1 Stage 1 Stage 1 Stage 1
WG
.01
WG
.02
WG
.03
DG.02
WG
.05
WG
.06
DG.01
DG
.05
Balc
onyo
ver
Balc
onyo
ver
Unit 1
Unit 2
Unit 3
BathBedroom
Bedroom Bath
BathBedroom
Stor
e (s
emi o
utdo
or)
WG.04
GateDG.03
Courtyard
Courtyard
Courtyard
UpChannel drains
Channel drains
Store
1.0m retaining
Exi s ti ng f oulwa t er dr a in
1PD402
1PD401
FL 56.3 upper
Passageway
Slope path to form level access to raised link
N
FL 5
6.3
PD3011
PD301
2
PD301
3
PD301 4
2PD401
D1.01
W1.01
W1.02
W1.
03W
1.04
W1.
05
W1.
06W
1.07
W1.
08
D1.02
D1.03
W1.
10W
1.11
D1.04
D1.05
W1.
12W
1.13
D1.06
D1.07
W1.14
W1.15
Unit 10Bedroom
Unit 9
Unit 8Bath
BathBedroom
Bedroom
Unit 7BathBedroom
Bedroom Bath Unit 6
Unit 5BathBedroom
Bedroom Bath Unit 4
Balc
ony
Plan
ter
Balc
ony
Balc
ony
W1.09
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
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original sheet size A1
REFPROJECT
SHEET
17/09/2020
PD201
FLOOR PLANS STAGE 1
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100GROUND FLOOR PLAN
SCALE 1 : 100FIRST FLOOR PLAN
-Wall framing types and thickness to be confirmed-Water heating system to be confirmed-Floor linings to be confirmed-Bracing to be confirmed-Space heating to be confirmed-All units to be supplied with rangehoods over oven-All units to be supplied with mechanical ventilation to Bathroom and Laundry spaces
FLOOR AREASFLOOR AREASFLOOR AREASFLOOR AREAS
Each unit 54.5m2 typical
Ground level = 3 x 54.5 = 54.5m2 = 163.5m2 (excluding store - size TBC)First level = 7 x 54.5 = 54.5m2 = 381.5m2
Total GFA = 545m2 + store rooms + end facade treatments
Passageway
N
FL 5
6.3
9012
090
4960
Uni
t 10
140
4960
Uni
t 914
049
60 U
nit 8
140
4960
Uni
t 714
049
60 U
nit 6
140
1006
0 U
nit 4
9021
090
2102700 R.O.
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
Unit 10
9024
6090
2460
9024
6090
2460
9024
6090
2460
9024
6090
2460
9024
6090
2460
9024
6090
2460
9024
1590
2460
90
3625
0 ov
eral
l
14850 overall
90 1311 90 10600 Unit 4-7 90 1170 nib
90 1311 90 10600 Units 8-10 90
nib
1170
step in units
29001190
1190
Entry
1170
7720
2480
Ent
ry77
20
Entry
1260
1220
7720
2480
Ent
ry38
80
2000
ste
ps
EQ.
3600
R.O
.EQ
.
2300 R.O. 1970
3000
R.O
.16
030
00 R
.O.
EQ.
3600
R.O
.EQ
.EQ
.36
00 R
.O.
EQ.
EQ.
3600
R.O
.EQ
.EQ
.36
00 R
.O.
EQ.
EQ.
3600
R.O
.EQ
.EQ
.36
00 R
.O.
EQ.
3000
R.O
.16
030
00 R
.O.
3000
R.O
.16
030
00 R
.O.
N
Stage 1 Stage 1 Stage 1 Stage 1
Stor
e
Store
Unit 1
Unit 2
Unit 3
1555
0
9012
090
4960
Uni
t 314
049
60 U
nit 2
140
4960
Uni
t 190
EQ.
3600
R.O
.EQ
.EQ
.36
00 R
.O.
EQ.
EQ.
3600
R.O
.EQ
.
13450 overall 1930
210 2700 R.O.
Store
1500 90 10600 Units 1-3 90
nib
1170
90 13259 90 2916
Scre
en
Bric
k re
tain
ing
scre
en
214
3880
2480
Ent
ry77
20
Entry
1230
32
780
3000
R.O
.16
030
00 R
.O.
steps
1325
ramp
1200
9000
Ram
p20
00 s
teps
Ramp
1190
1746
3100
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
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original sheet size A1
REFPROJECT
SHEET
17/09/2020
PD204
DIMENSION PLANS STAGE 1
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100FIRST FLOOR DIMENSION PLAN
SCALE 1 : 100GROUND FLOOR DIMENSION PLAN
Refer to PD501 for dimensions of typical unit interior
Powder-coated metal spouting7411_4.1
100DP
100DP
100DP
100DP
Powder-coated metal spouting7411_4.1
Cle
arlig
ht r
oofin
g ov
er (n
o so
ffit)
Cle
arlig
ht ro
ofin
g ov
er (
no s
offit
)C
lear
light
roo
fing
over
(no
soffi
t)
Subfloor - no ceiling
Balc
onie
s ov
er (n
o so
ffits
)
Pass
agew
ay o
ver
(no
soffi
ts)
Pass
agew
ay o
ver
(no
soffi
ts)
Balc
onie
s ov
er (n
o so
ffits
)
Store - no ceiling
2407mm high GIB 13mm Aqualine ceiling lining level 4 paint finish
2414mm high 6mm James Hardie Villaboard soffit or sim.
2407mm high GIB 13mm Standard ceiling lining level 4 paint finish
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
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MA
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Y -
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CO
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original sheet size A1
REFPROJECT
SHEET
17/09/2020
PD205
REFLECTED CEILING PLANS STAGE 1
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100FIRST FLOOR REFLECTED CEILING PLAN
SCALE 1 : 100GROUND FLOOR REFLECTED CEILING PLAN
SCALE 1 : 100REFLECTED CEILING KEY
1PD402
1PD401
PD3011
PD301
2
PD301
3
PD301 4
2PD401
Exte
rnal
Gut
ter
Exte
rnal
Gut
ter
4.0°
4.0°
Roofing - metal profiled roofing4311_4.1
Powder-coated metal spouting7411_4.1
Powder-coated metal spouting7411_4.1
Entrance steps below
Brick wall below
Brick wall below
Profiled plastic roofing4312
Profiled plastic roofing4312
Profiled plastic roofing4312Fa
scia
Fasc
ia
Roof area = 493m2
100DP
100DP
100DP
100DP
Flashings4311_4.2
Flashings4311_4.2
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
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Y -
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T F
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original sheet size A1
REFPROJECT
SHEET
17/09/2020
PD206
ROOF PLAN
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100ROOF PLAN
53.500GROUND FLOOR
56.300FIRST FLOOR
W1.08
WG.03
Apl residential sliding door4521AR_4.23
James hardie® stria™ cladding4231HS
Clay bricks for two storey brick veneer system4261_4.9
James hardie® stria™ cladding4231HS
Profiled plastic roofing4312
Fibre cement sheet cladding4231
100DP
Powder-coated metal spouting7411_4.1
James hardie® stria™ cladding4231HS
W1.05 W1.04 W1.03 W1.02W1.06W1.07
WG.02 WG.01
Existing ground level
Proposed ground level
Vertical aluminium balustrade4851_4.2
Cedar slat fence8430_4.3
53.500GROUND FLOOR
56.300FIRST FLOOR
James hardie® stria™ cladding4231HS
Apl residential awning window4521AR_4.19
Powder-coated metal spouting7411_4.1
W1.01
Vertical cedar weatherboards4221_4.4Posts - cedar 90 x 903821_4.3
Timber decking4383
Flashings4311_4.2
Vertical cedar batten balustrade4851_4.1
53.500GROUND FLOOR
56.300 FIRST FLOOR
Brick veneer cladding4261
James hardie® stria™ cladding4231HS
Powder-coated metal spouting7411_4.1
Apl residential awning window4521AR_4.19
Apl residential awning window4521AR_4.19
W1.09
WG.04
Flashings4311_4.2
Cedar slat fence8430_4.3
Vertical cedar batten balustrade4851_4.1
Vertical cedar weatherboards4221_4.4
Posts - cedar 90 x 903821_4.3
53.500GROUND FLOOR
56.300FIRST FLOOR Brick veneer cladding4261
Apl residential awning window4521AR_4.19
James hardie® stria™ cladding4231HS
Brick veneer cladding4261
D1.04D1.01W1.15 W1.14 W1.13 W1.12
D1.06D1.07 D1.05
DG.03DG.02WG.05WG.06
W1.11 W1.10D1.03 D1.02
Pathway to ramp up to First Floor Level
Posts - cedar 90 x 903821_4.3
Flashings4311_4.2
James hardie® stria™ cladding4231HS
Vertical cedar batten balustrade4851_4.1
Vertical cedar weatherboards4221_4.4
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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REFPROJECT
SHEET
17/09/2020
PD301
ELEVATIONS
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100NORTH EAST ELEVATION
SCALE 1 : 100NORTH WEST ELEVATION
SCALE 1 : 100SOUTH EAST ELEVATION
SCALE 1 : 100SOUTH WEST ELEVATION
56.300FIRST FLOOR
W1.
15
W1.
02
Bedroom Bathroom
Unit 4
Living/Dining
W1.01
FFL
to u
/sid
e of
bat
tens
2420
Roofing - metal profiled roofing4311_4.1
100DP
Powder-coated metal spouting7411_4.1
Brick veneer cladding4261
Vertical aluminium balustrade4851_4.2
Timber decking4383
James hardie® stria™ cladding4231HS
Posts - cedar 90 x 903821_4.3
4.0°
Truss roofJames hardie® stria™ cladding4231HS
Vertical cedar weatherboards4221_4.4
Apl residential awning window4521AR_4.19 Villaboard™ soffit lining4239JH_4.1
Timber decking4383
Planter
Gib plasterboard linings5113G
Apl residential sliding door4521AR_4.23
James hardie® stria™ cladding4231HS
1000
min
2100
InsulationInsulationInsulationInsulationRoof: R3.2 min. batts insulationWalls: R2.2 min. batts insulationTimber floor: R1.5 min. batts insulationConcrete slab insulation: (Optional)- TBC
FramingFramingFramingFramingSteel or timber framing to be confirmed. Dependant on selected main contractor.
Fire Resistance RatingsFire Resistance RatingsFire Resistance RatingsFire Resistance RatingsTo be confirmed by Fire Engineer
Intertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsTo comply with NZBC G6 Airborne and Impact Sound requirements (in addition to Fire Engineers requirements).
NZBC G6 minimum requirements: Sound Transmission Class of walls, floors and ceilings to be no less than 55. Impact Insulation Class of floors to be no less than 55.
Intertenancy floors and walls to be formed using selected systems from the latest GIB Noise Control Manual Systems to minimum Fire and Acoustic requirements.
Extent of intertenancy walls TBC
Site ExcavationSite ExcavationSite ExcavationSite ExcavationVolume of excavation to be confirmed once cut out depths and remediation strategy confirmed with Structural, Geotechnical and Environmental Engineers
SED subfloor / piles
Profiled plastic roofing4312
Vertical cedar weatherboards4221_4.4
53.500GROUND FLOOR
56.300FIRST FLOOR
PlanterRamp
Channel drain
100CS
Vertical cedar batten balustrade4851_4.1
Channel drain
Cedar slat fence8430_4.3
SED subfloor / piles
Powder-coated metal spouting7411_4.1
4.0°
1000
min
Clay bricks for two storey brick veneer system4261_4.9
100DP
Timber decking4383
Truss roof
D1.
03D
G.0
2
W1.
07W
G.0
2
Roofing - metal profiled roofing4311_4.1
James hardie® stria™ cladding4231HS
Villaboard™ soffit lining4239JH_4.1
Apl residential sliding door4521AR_4.23
380
TBC
FFL
to u
/sid
e of
bat
tens
2420
FFL
to u
/sid
e of
bat
tens
2420
Unit 9
Unit 2
Living/Dining
Living/Dining
Timber decking4383
Posts - cedar 90 x 903821_4.3
100CS
Gib plasterboard linings5113G
100CS
Villaboard™ soffit lining4239JH_4.1
James hardie® stria™ cladding4231HS
1100
min
Vertical cedar weatherboards4221_4.4
Apl residential hinged door4521AR_4.25
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
original sheet size A1
REFPROJECT
SHEET
17/09/2020
PD401
SECTIONS
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 50SECTION A
SCALE 1 : 50SECTION B
53.500GROUND FLOOR
56.300FIRST FLOOR
W1.
09W
G.0
4
DG.03 DG.02
D1.03D1.02
W1.10
WG.05 WG.06
W1.11
D1.04 D1.05
DG.01
D1.06 D1.07 D1.01
Store
Unit 1
BedroomBedroomBedroom
Unit 2Unit 3
Unit 8
Bedroom
Unit 9
Bedroom
Unit 10
Bedroom
Unit 7
Bath
Unit 6
Bath
Unit 5
Bath
Unit 4
Bath
Truss roof Truss roof
FFL
to u
/sid
e of
bat
tens
2420
380
TBC
FFL
to u
/sid
e of
bat
tens
2420
SED subfloor / piles
SED subfloor / piles
Flashings4311_4.2
Roofing - metal profiled roofing4311_4.1
Profiled plastic roofing4312
Gib plasterboard linings5113G
Apl residential awning window4521AR_4.19
Apl residential hinged door4521AR_4.25
Masonry units3320_4.2
100CS
Vertical cedar weatherboards4221_4.4
James hardie® stria™ cladding4231HS
Villaboard™ soffit lining4239JH_4.1
Brick veneer cladding4261
Vertical cedar weatherboards4221_4.4
James hardie® stria™ cladding4231HS
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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REFPROJECT
SHEET
17/09/2020
PD402
SECTIONS
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 50SECTION C
Wardrobe
Bedroom
Bathroom
Living / Dining
Kitchen
Entry
W
F
90 10600 90
140
4960
Liv
ing
/ D
inin
g14
0
1170
Ent
ry90
600
WR
9030
10 B
edro
om
3025 Bedroom 90 1715 Bathroom 90 5680 Kitchen / Living / Dining 90
1170
Ent
ry90
1200
Lau
ndry
9024
10 B
athr
oom
Laundry
Shwr
TV
1980
h x
810w
leaf 1980h x 760w leaf
1980h x 2/760w leaf
2200h x 810w leaf
700h
x 3
000w
2100
h x
3600
w
1980
h x
2/56
0w le
af
C LC L
5100
1190
90 1910 WR 90 1025 90 965 90 660 Laundry 90-Wall framing types and thickness to be confirmed-Water heating system to be confirmed-Floor linings to be confirmed-Bracing to be confirmed-Space heating to be confirmed-All units to be supplied with rangehoods over oven-All units to be supplied with mechanical ventilation to Bathroom and Laundry spaces
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
REFPROJECT
SHEET
17/09/2020
PD501
TYPICAL UNIT PLAN STAGE 1
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 25TYPICAL UNIT PLAN - OPTION A
53.500GROUND FLOOR
1500
900
2400
2700
1720980
A
53.500GROUND FLOOR
1980
leaf
810 leaf
2100
3600
FF
CLEQ. EQ. EQ. EQ.
S S S S
53.500GROUND FLOOR
2200
leaf
810 leaf
56.300FIRST FLOOR
2400
2300
FF
A
S
1000
1400
1500800
700
1700
2400
3000
F
1590 1410
A
810 leaf
1980
leaf
1980
leaf
760 leaf
53.500GROUND FLOOR
1980
leaf
1480 varies
S
A
F = Denotes fixed glazing
= Denotes awning window
= Denotes grade A safety glazing as per NZS 4223
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES---- All dimensions indicate rough opening sizes unless stated otherwise.-Schedule to be read as if viewing the unit from outside the building and inconjunction with floor plan for door locations, direction of door swings etc.- Entry door to have proprietary peep hole- Refer to Architectural Specifications for further information on selections-Interior timber door frames to be 30mm pre-primed dressed Radiata Pine unless otherwise noted.-Interior door architraves TBC-Fire requirements to be confirmed-Fill and sand all fixing holes prior to painting- Refer to Door Hardware schedule for hardware selections-Lever handles mounted at 1000 above floor level.-All openings are to be site measured prior to fabrication-Where doors are specified as paint finish and are within painted walls, doors to be colour matched to walls, unless otherwise noted.-All flashings to Aluminium window/door units and hardware is to match windowand door joinery colour.-All windows to have clear double glazing unless stated otherwise. Confirm withclient prior to fabrication.-Fabrication and installation of glass to comply with NZBC E2 & F2, and NZS4223(including Part 3- Human Impact Safety). Thickness of glazing to be appropriateweight for size to NZS4223.-Opening windows with sill heights under 760mm (if applicable) and a potential fall height ofover 1000mm to comply with NZBC F4/AS1 2.0 opening windows. To be fittedwith restrictors that limit the passage of a 100mm sphere.
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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REFPROJECT
SHEET
17/09/2020
PD701
WINDOW & DOOR SCHEDULES
HABITATPALMER STREET,TE AWAMUTU
PRELIMINARY DESIGN
495-01
Type W01Type W01Type W01Type W01WG.04, W1.09
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W02Type W02Type W02Type W02WG.01 - WG.03, W1.02 - W1.08
Frame: APL Residential series - sliding door, powdercoat finishGlazing: Double glazing
Type W03Type W03Type W03Type W03WG.05 - WG.06W1.10 - W1.15
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
FIRST FLOOR 56.300
Type W04Type W04Type W04Type W04W1.01
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type D01Type D01Type D01Type D01DG.05
APL Plasma Door - aluminium faced solid core panel with powdercoat finish, lined with vertical cedar battens
FIRST FLOOR 56.300
Type D02Type D02Type D02Type D02DG.01 - DG.03D1.01 - D1.07
APL Plasma Door - aluminium faced solid core panel with powdercoat finish
Exterior windowsExterior windowsExterior windowsExterior windows
Exterior doorsExterior doorsExterior doorsExterior doors
Interior doorsInterior doorsInterior doorsInterior doors FIRST FLOOR 56.300
Type D02Type D02Type D02Type D02Typical interior Laundry and Wardrobe doors
Hollowcore double sliding wardrobe doors with paint finish. CS for Doors- Wardrobe slider track.
Type D03Type D03Type D03Type D03Typical interior Bedroom door
Single hinged hollowcore door with 30mm timber frame. Paint finish
Type D04Type D04Type D04Type D04Typical interior Bathroom door
Single cavity slider hollowcore door with paint finish. CS for Doors- Cavity slider track.
Edwards White Architects LimitedMezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ
(07) 839 0095www.edwardswhite.co.nz
HABITAT
PALMER STREET, TE AWAMUTU
PD000 COVER
PD201 FLOOR PLANS STAGE 2&3
PD204 DIMENSION PLANS STAGE 2&3
PD205 REFLECTED CEILING PLANS STAGE 2&3
PD206 ROOF PLAN STAGE 2&3
PD301 ELEVATIONS STAGE 2&3
PD401 SECTIONS STAGE 2&3
PD701 WINDOW & DOOR SCHEDULES STAGE 2&3
UP UP
PD3012PD301 4
PD301
1
PD301
3
3PD401
GardenWG.02
WG
.09
WG
.10
WG
.11
WG
.12
WG.13
WG
.04
WG
.03
WG.07
WG.06
WG
.05
WG
.14
WG
.08
WG
.01
Unit 1
Unit 2
Unit 3
2PD401
1PD401
D1.
01
D2.
01
D3.
01
D1.02
D1.03
D2.02
D3.03
D3.02
D1.
04D
3.04
D2.04
D2.03
Bathroom
Bathroom
Bedroom
Bedroom
Bedroom
Bathroom
Courtyards vary
Courtyards vary
Courtyards vary
balcony over
balcony over
balcony over
Foyer
Courtyards vary
entrance to building
Channel drain @ threshold
Channel drain @ threshold
Channel drain @ threshold
Channel drain @ threshold
PD3012PD301 4
PD301
1
PD301
3
3PD401
Roof over
W1.01
WG
.10
W1.
12
W1.
02W
1.03
W1.11
W1.06
W1.05
W1.
09W
1.10
W1.
07
W1.
04
W1.
08
Unit 4
Unit 5
Unit 6
2PD401
1PD401
D4.
01
D5.
01
D6.
01
D4.02
D4.03
D5.
02
D6.03
D6.02
D4.
04D
6.04
D5.04
D5.03
Balcony
Bathroom
BedroomBathroom
Bedroom
Bedroom
Bathroom
Balcony
Balcony
Upper Landing
Roof over
LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP
N
NTS
LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION
Site Address: Palmer, Vaile, Brady and Roche StreetsLots: 1, 2, and 4D.P: DP 528456C.T:Area:4766m2 (Lot 1) +3854m2 (Lot 2) + 4031m2 (Lot 4)
SITE INFORMATIONSITE INFORMATIONSITE INFORMATIONSITE INFORMATION
Local Body: Waipa District CouncilZone: Residential Zone / Compact Housing Area / Archealogical Site S15 - 456 (Dump)Wind Zone: LowEarthquake Zone: Zone 1Exposure Zone: Zone BRainfall Intensity: 80-90Climate Zone: Zone 2
SURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATION
Site Surveyed By:Levels are in terms of _ Datum
Note: It is the sole responsiblity of the builder to ensure all yards setbacks in relation to boundaries are checked for compliance after profiles are setout and prior to construction.
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD201
FLOOR PLANS STAGE 2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100GROUND FLOOR PLAN
SCALE 1 : 100FIRST FLOOR PLAN
-Wall framing types and thickness to be confirmed-Water heating system to be confirmed-Floor linings to be confirmed-Bracing to be confirmed-Space heating to be confirmed-All units to be supplied with rangehoods over oven-All units to be supplied with mechanical ventilation to Bathroom and Laundry spaces
FLOOR AREAS (gross m2)FLOOR AREAS (gross m2)FLOOR AREAS (gross m2)FLOOR AREAS (gross m2)
Unit 1 = 58.8m2
Unit 2 = 60.7m2
Unit 3 = 60.5m2
Unit 4 = 58.3m2
Unit 5 = 60.2m2
Unit 6 = 60.9m2
Foyer + Stairwell = 18.8m2
Upper Landing + Stairwell = 19.5m2
Ground level = 198.8m2 (U1,U2,U3,F+SW)First level = 198.9m2 (U4,U5,U6,L+SW)
Total GFA = 397.7m2
Note: calculated area includes claddings + nibs. Stairwell area included twice in GFA
Refer to Site Master Plan forRefer to Site Master Plan forRefer to Site Master Plan forRefer to Site Master Plan forbuilding orientation (varies)building orientation (varies)building orientation (varies)building orientation (varies)
UP UP
1220
nib
9850
2320
5420
4030
1220
nib
9048
40 li
ving
/kitc
hen
90
step
in u
nits
1700
9029
50 b
ed90
2320
foye
r90
2950
bed
90
bath
room
1700
9044
40 li
ving
/kitc
hen
9090
1860
90
1000
600
1880
1000
9018
6090
1292
0 U
nit 2
9031
20 b
ed90
600 90
1700
wc
9049
30 li
ving
/kitc
hen
90
2406
0 ov
eral
l
12090 overall
600
1880
1100
9023
2090
1200
nib
140 nib 5750 140 nib 30 140 nib 5750 140 nib
90 5850 Unit 1 210 5850 Unit 2 90
3970 bed
90
600
90
1100
210
1100
90
4660 wc
140 nib 5750 140 nib
90 4460 kitchen/bathroom 90 1100 90
500
140
3360 4370 foyer 90 3540 bed 90
90 3770 bed 90 60090
1300
210
2220 entry 3580 140 nib
1110
1360
ste
p in
uni
ts
Unit 3
Unit 1
Unit 2
112090
121090
2240
1220
nib
1080
090
0 ni
b
90 5650 Unit 3 - living 90
400
R.O.
3600
9030
00
R.O
.
1000
4470
90
R.O.
1000 900
R.O
.
1000
500
50R.
O.
1000
R.O
.
1000
100
R.O
.
1000
5050
0
R.O
.
1000
R.O
.
1000
200
R.O
.
1000
470
460
R.O
.
2200
R.O.
3600 650650
R.O.
3600
Foyer
11810 overall
140 nib 5750 140 nib30
140 nib 5750 140 nib
90 5850 Unit 4 210 5850 Unit 5 90
3970 bed
90
600
90
1100
210
1100
90
4660 bathroon
2406
0 ov
eral
l140 nib 5750 140 nib
90 4660 kitchen/bathroom 90 1100 90
3970 bed 90 60090
1100120 5800 140 nib
500
140
3360 2150 2220 90 3540 bed 90
112090
1210
90
2240
1220
nib
9450
2320
9850
1220
nib 90
4840
livi
ng/k
itche
n90
bath
room
1700
9029
50 b
ed90
2320
foye
r90
2950
bed
9017
00 w
c90
4440
livi
ng/k
itche
n90
1860
9010
0018
8060
018
8010
0090
1860
1292
0 un
it 5
1220
nib
1080
090
0 ni
b9031
20 b
ed90
600
90
bath
room
1700
9049
30 li
ving
/din
ing
90
600
1880
1100
90
foye
r
2320
300
Unit 4
Unit 6
Unit 5
90 5850 Unit 6 90
400
R.O.
3600
440
R.O.
2200
800
R.O
.
3600
R.O.
3600 650650
R.O.
3600
R.O
.
1000
500
50R.
O.
1000
R.O
.
1000
100
R.O
.
1000
5050
0R.
O.
1000
R.O
.
1000
200
R.O
.
1000
470
R.O
.
2200
460
Upper Landing
step
in u
nits
1360
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD204
DIMENSION PLANS STAGE 2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01SCALE 1 : 100GROUND FLOOR DIMENSION PLAN
SCALE 1 : 100FIRST FLOOR DIMENSION PLAN
Refer to Site Plan forRefer to Site Plan forRefer to Site Plan forRefer to Site Plan forbuilding orientation (varies)building orientation (varies)building orientation (varies)building orientation (varies)
2407mm high GIB 13mm Aqualine ceiling lining level 4 paint finish
10° sloped 6mm James Hardie Villaboard soffit or sim.
2407mm high GIB 13mm Standard ceiling lining level 4 paint finish
Steel Shroud
Balcony over (no soffit)
Balcony over (no soffit)
Stairwell Void
Balcony over (no soffit)
100DP
100DP
100DP
10.0°
10.0°
10.0°
10.0°
Stee
l Shr
oud
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD205
REFLECTED CEILING PLANS STAGE 2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01
REFLECTED CEILING KEY
SCALE 1 : 100GROUND FLOOR REFLECTED CEILING PLAN
SCALE 1 : 100FIRST FLOOR REFLECTED CEILING PLAN - PD
PD3012PD301 4
PD301
1
PD301
3
3PD401
2PD401
Exte
rnal
Gut
ter
Exte
rnal
Gut
ter
Roof area = 228m2 approx.
1PD401
7411_4.1Powder-coated metalspouting
7411_4.1Powder-coated metalspouting
4311_4.2 Flashings
4311_4.2 Flashings
4311_4.2 Flashings
4311_4.1 Roofing -metal profiled roofing
4311_4.1 Roofing -metal profiled roofing
7411_4.3Powder-coated metaldownpipes (100Ø)
7411_4.3Powder-coated metaldownpipes
7411_4.3Powder-coated metaldownpipes (100Ø)
(100Ø)
10.0° 10.0°
Ridg
e
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
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T F
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TR
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original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD206
ROOF PLAN STAGE 2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100ROOF PLAN
0.000GROUND FLOOR
2.800FIRST FLOOR
W1.01
WG.02
WG.13
W1.11
WG.01
7411_4.3Powder-coated metaldownpipes
4221AV_4.2 Vulcancladding
4521AR Apl residentialaluminium windows &doors
4851_4.2 Verticalaluminium balustrade
4521AR Apl residentialaluminium windows &doors
4311_4.2 Flashings
4311_4.2 Flashings
WNDWSHRD Steelshroud
4521AR_4.25 Aplresidential hinged door
WNDWSHRD Steelshroud
LANBRCK Brick cladlandscaping wall to matchbrick cladding
10.0° 10.0°7411_4.1Powder-coated metalspouting
4221AV_4.2 Vulcancladding
4311_4.2 Flashings
0.000GROUND FLOOR
2.800FIRST FLOOR
4231HA James hardie®axon™ panel cladding
4521AR Apl residentialaluminium windows &doors
7411_4.3Powder-coated metaldownpipes
4231 Fibre cement sheetcladding
4231 Fibre cement sheetcladding
LANBRCK Brick cladlandscaping wall to matchbrick cladding
4261 Brick veneercladding
4231 Fibre cement sheetcladding
W1.12
WG.14
W1.02
WG.03
W1.03
WG.04
W1.04
WG.05
4311_4.2 Flashings
7411_4.1Powder-coated metalspouting
4311_4.1 Roofing -metal profiled roofing
4311_4.2 Flashings
4311_4.2 Flashings
WNDWSHRD Steelshroud
0.000GROUND FLOOR
2.800FIRST FLOOR
4311_4.2 Flashings
4221AV_4.2 Vulcancladding
4521AR Apl residentialaluminium windows &doors
W1.05
WG.06
W1.06
WG.074383 Timber decking
7411_4.1Powder-coated metalspouting
10.0°10.0°
LANBRCK Brick cladlandscaping wall to matchbrick cladding
7411_4.3Powder-coated metaldownpipes
4851_4.2 Verticalaluminium balustrade
0.000GROUND FLOOR
2.800FIRST FLOOR
W1.07
WG.08
W1.08
WG.09 WG.10
W1.09
WG.11
W1.10
WG.12
4231HA James hardie®axon™ panel cladding
4261 Brick veneercladding
LANBRCK Brick cladlandscaping wall to matchbrick cladding
4521AR Apl residentialaluminium windows &doors
4231HA James hardie®axon™ panel cladding
4311_4.2 Flashings
7411_4.1Powder-coated metalspouting
4311_4.2 Flashings 4311_4.2 Flashings
4311_4.2 Flashings 4311_4.1 Roofing -metal profiled roofing
7411_4.3Powder-coated metaldownpipes
LANBRCK Brick cladlandscaping wall to matchbrick cladding
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
TIO
N O
NL
Y -
NO
T F
OR
CO
NS
TR
UC
TIO
N
original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD301
ELEVATIONS STAGE 2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 100ELEVATION 1
SCALE 1 : 100ELEVATION 2
SCALE 1 : 100ELEVATION 3
SCALE 1 : 100ELEVATION 4
Refer to Site Plan forRefer to Site Plan forRefer to Site Plan forRefer to Site Plan forcontours (varies)contours (varies)contours (varies)contours (varies)
0.000GROUND FLOOR
2.800FIRST FLOOR
FL to
u/s
ide
of b
atte
ns
2420
380
TBC
FL to
u/s
ide
of b
atte
ns
2420
Unit 6
Living/Dining
Unit 3
Living/Dining
W1.
12
D6.01
D3.01
Truss roof
4711P_4.1 Pink®batts® classic ceilinginsulation
5113G Gib plasterboardlinings
4711P_4.2 Pink®batts® classic wallinsulation
7411_4.3Powder-coated metaldownpipes4231HA James hardie®axon™ panel cladding
4261 Brick veneercladding
4261 Brick veneercladding
4231HA James hardie®axon™ panel cladding
4521AR Apl residentialaluminium windows &doors
SED subfloor / piles100CS
W1.01
WG.02
WG.01
WNDWSHRD Steelshroud
7411_4.1Powder-coated metalspouting
4311_4.1 Roofing -metal profiled roofing
4311_4.2 Flashings
10.0°10.0°
Site contours vary
Garden (varies)
0.000GROUND FLOOR
2.800FIRST FLOOR
Truss roof
4231HA James hardie®axon™ panel cladding
5113G Gib plasterboardlinings
5113G Gib plasterboardlinings
4261 Brick veneercladding
SED subfloor / piles
100CS
FL to
u/s
ide
of b
atte
ns
2420
380
TBC
FL to
u/s
ide
of b
atte
ns
2420
Unit 4
Living/Dining
Unit 1
Living/Dining
Unit 5
Living/Dining
Unit 2
Living/Dining
Intertenancy Wall
4711P_4.1 Pink®batts® classic ceilinginsulation
4711P_4.2 Pink®batts® classic wallinsulation
WG.07 WG.06
WG
.05
W1.06 W1.05
W1.
04
4521AR Apl residentialaluminium windows &doors
7411_4.1Powder-coated metalspouting
4311_4.1 Roofing -metal profiled roofing
4311_4.2 Flashings
10.0° 10.0°
Site contours vary
0.000GROUND FLOOR
2.800FIRST FLOOR
Truss roof
FL to
u/s
ide
of b
atte
ns
2420
380
TBC
FL to
u/s
ide
of b
atte
ns
2420
Unit 6
Living/Dining Bathroom Bedroom
4239JH_4.1Villaboard™ soffit lining
4521AR Apl residentialaluminium windows &doors
4221AV_4.2 Vulcancladding
4383 Timber decking
2200
4851_4.2 Verticalaluminium balustrade
Stairwell
Unit 3
Living/Dining Bathroom Bedroom
Bathroom
Bathroom
Bedroom
Bedroom
Unit 4
Living/Dining
Unit 1
Living/Dining
SED subfloor / piles100CS
Chanel drain 100CS
Chanel drain
100CS
1000
min
20mm Pavers
20mm Pavers
1000
min
5113G Gib plasterboardlinings
WG.09WG.10
WG.11
WG.12WG
.13
WG
.07
W1.
11
W1.
06
W1.09
W1.10
WG.08
W1.07
W1.08
4711P_4.2 Pink®batts® classic wallinsulation
4711P_4.1 Pink®batts® classic ceilinginsulation
4311_4.2 Flashings
5113G Gib plasterboardlinings
5113G Gib plasterboardlinings
4311_4.1 Roofing -metal profiled roofing
FL to
u/s
ide
of b
atte
ns
5220
FramingFramingFramingFramingSteel or timber framing to be confirmed. Dependant on selected main contractor.
Fire Resistance RatingsFire Resistance RatingsFire Resistance RatingsFire Resistance RatingsTo be confirmed by Fire Engineer
InsulationInsulationInsulationInsulationRoof: R3.2 min. batts insulationWalls: R2.2 min. batts insulationTimber floor: R1.5 min. batts insulationConcrete slab insulation: (Optional)- TBC
PinkBatts indicatively labelled - can be substituted for comparable batt product
Intertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsTo comply with NZBC G6 Airborne and Impact Sound requirements (in addition to Fire Engineers requirements).
NZBC G6 minimum requirements: Sound Transmission Class of walls, floors and ceilings to be no less than 55. Impact Insulation Class of floors to be no less than 55.
Intertenancy floors and walls to be formed using selected systems from the latest GIB Noise Control Manual Systems to minimum Fire and Acoustic requirements.
Extent of intertenancy walls TBC
Site ExcavationSite ExcavationSite ExcavationSite ExcavationVolume of excavation to be confirmed once cut out depths and remediation strategy confirmed with Structural, Geotechnical and Environmental Engineers
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
TIO
N O
NL
Y -
NO
T F
OR
CO
NS
TR
UC
TIO
N
original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD401
SECTIONS STAGE 2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01
SCALE 1 : 50CROSS SECTION 1
SCALE 1 : 50CROSS SECTION 2
SCALE 1 : 50CROSS SECTION 3
S
A
F = Denotes fixed glazing
= Denotes awning window
= Denotes grade A safety glazing as per NZS 4223
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES---- All dimensions indicate rough opening sizes unless stated otherwise.-Schedule to be read as if viewing the unit from outside the building and inconjunction with floor plan for door locations, direction of door swings etc.- Entry door to have proprietary peep hole- Refer to Architectural Specifications for further information on selections-Interior timber door frames to be 30mm pre-primed dressed Radiata Pine unless otherwise noted.-Interior door architraves TBC-Fire requirements to be confirmed-Fill and sand all fixing holes prior to painting- Refer to Door Hardware schedule for hardware selections-Lever handles mounted at 1000 above floor level.-All openings are to be site measured prior to fabrication-Where doors are specified as paint finish and are within painted walls, doors to be colour matched to walls, unless otherwise noted.-All flashings to Aluminium window/door units and hardware is to match windowand door joinery colour.-All windows to have clear double glazing unless stated otherwise. Confirm withclient prior to fabrication.-Fabrication and installation of glass to comply with NZBC E2 & F2, and NZS4223(including Part 3- Human Impact Safety). Thickness of glazing to be appropriateweight for size to NZS4223.-Opening windows with sill heights under 760mm (if applicable) and a potential fall height ofover 1000mm to comply with NZBC F4/AS1 2.0 opening windows. To be fittedwith restrictors that limit the passage of a 100mm sphere.
A
S F
2200
700
1500
1000
A
1200
1000
1000
2200 A F
2200
1200
1000
2200
5000
2200
600
2200
1000
F
F
FS
S
S
S S SF
2200
3600
120012001200
SS F
2490
2200
960 1240
1400
800
1000
2200
1000
1000
2000
1300900
2200
F
1000
1000
600 2400 600
3600
2000
F
The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095
REV
INF
OR
MA
TIO
N O
NL
Y -
NO
T F
OR
CO
NS
TR
UC
TIO
N
original sheet size A1
1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.
2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.
3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.
4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.
5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:
Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading
6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.
7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.
REFPROJECT
SHEET
10/12/2020
PD701
WINDOW & DOOR SCHEDULES STAGE2&3
HABITATPALMER STREET, TE AWAMUTU
PRELIMINARY DESIGN
495-01
Exterior windowsExterior windowsExterior windowsExterior windows
Interior doorsInterior doorsInterior doorsInterior doors
FGL
Type W01Type W01Type W01Type W01WG.03, WG.09, WG.11, W1.02, W1.08, W1.09, WG.14
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W02Type W02Type W02Type W02WG.04, WG.08, WG.12, W1.13, W1.07, W1.10
Frame: APL Residential series - awning sash, powdercoat finishGlazing: Double glazing
Type W03Type W03Type W03Type W03WG.05, W1.04
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W05Type W05Type W05Type W05WG.06, WG.07, WG.13, W1.05, W1.06, W1.11
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W08Type W08Type W08Type W08WG.01
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W04Type W04Type W04Type W04WG.10
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W06Type W06Type W06Type W06WG.02
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Type W07Type W07Type W07Type W07W1.01
Frame: APL Residential series - awning sash, powdercoat finishGlazing: Double glazing
Type W09Type W09Type W09Type W09W1.12
Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing
Door Schedule
Mark Size Construction Type Finish Location
Door Schedule
Mark Size Construction Type Finish Location
D1.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe
D2.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe
D3.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe
D4.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe
D5.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe
D6.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe
Door Schedule
Mark Size Construction Type Finish Location
D1.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom
D1.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom
D2.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom
D2.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom
D3.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom
D3.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom
D4.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom
D4.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom
D5.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom
D5.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom
D6.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom
D6.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom
Door Schedule
Mark Size Construction Type Finish Location
D1.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance
D2.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance
D3.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance
D4.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance
D5.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance
D6.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance