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PROPOSED NEW RESIDENCE FOR:
13 / 90FV
Turnberry Close
Katikati
Lot 90 Fairview Estate
THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD. ANDMUST NOT BE COPIED NOR USED BY ANY THIRD PARTYWITHOUT THE CONSENT OF THE COMPANY
design and documentation by:
p.o box 884 TAURANGA Ph (07) 578 3792 - 027 623 8610
13 / 90FV
www.davista.biz
job no:
davista architecture ltd
Plan 2
Sheet Index
Layout ID
01
02
03
04
05
06
07
08
09
10
11
12
13
Layout NameCover
Site Plan
Foundation Plan
Floor Plan
Electrical Plan
Roof Plan
Elevations
Section + Details
Details 01 - Footings
Details 02 - Roofing
Details 03 - Fixing
Details 04 - Bracing
Details 05 - Bathroom + HWC
Landscape Plan
DESIGN
Site Plan
DRAWN
DATE
CHECKED
SHEET
Marc R. Vale
4/03/2014
Lot 90 Fairview EstateTurnberry Close - Katikati
Colin J. Davis
Colin J. Davis
01GH TAURANGA LTD.
CLIENT
SCALE
1:100, 1:25
NOTE:It is the contractors responsbility to checkand verify all dimensions and levels on site
before commencing any works
© THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD.AND MUST NOT BE COPIED NOR USED BY ANY THIRDPARTY WITHOUT THE CONSENT OF THE COMPANY
Plan 2 13 / 90FV
GT
GT
IP
DP
29° 55' 00"16.860m
19.810m, 121° 38' 00"
CH 52° 13' 00"A10.920CH
4° 57' 0
0"
A10.920
CH 137° 4
1' 00"
A10.920
CH 90° 24' 00"A10.920
DP
DPDP
GT
GT
IP
IP
IP
IP IP
IP
IP
Engineered Retaining W
all
850 - 380mm high
0101
4,078
4,089
4,234
2,1195,819
7,404
5,480
1500 to gutter
RL 20.100
RL 20.040RL 21.550
RL 21.280
RL 21.080
RL 21.220
RL 20.780
RL 20.340
RL 20.065 (Point B)
RL 20.300 (Point A)
RL 21.420 (Point C)
39.0 m2
Strip drain to front
80mmterminal
vent
POWERCONNECTION
20mm HWC dischargeto 1.2m deep soakholewith drainage material
50Ø
'A'
COVERAGE AREA =155.1m² (Area Over Brick)
55% of 470m² = 258.5m²
drive falls
GLE
NEA
GLE
S DRIVE
SW MH
LL 20.11
SS MH
LL 20.120
T/A SEWER LIN
E
T/A STORMW
ATER LINE
T/A SE
WER
LINE
T/A STORM
WATER
LINE
TURNBERRY CLOSE
MUIRFIELD CRESCENT
LOT 90DP 328738Area = 470m²
N O R T
H
T/A STORMW
ATER LINE
MANAGING SEDIMENT POLLUTIONEarth bunds and silt fence to be installed to manage stormwater runoff and conect to kerb
Temporary downpipes and surface drainsTemporary downpipes should be fitted as soon as the roof is installedand directed to the clean water system to further reduce nuisance.
Stabilised construction entrancewayA stabilised construction entranceway should be built using crushedrock aggregate before construction vehicles enter the site to preventtracking of dirt onto the road and into the stormwater network.Minimum 3m wide and 100mm deep.
Install private stormwater reticulationInstall private stomwater reticulation to enable clean stormwater tobe discharged to the council stormwater network or soak holes.
Silt Fence (Sloping Sites)Silt fences are useful for small disturbed areas. For steep slopes,use more than one silt fence and decrease spacing between fencesas the slope increases.
RL 20.100
All levels are in terms of the Motoriki datum,Contour lines are at 100mm intervals.
FFL 20.850
SEWERCONNECTION
100mm SOIL DRAIN - 1:60 FALL
SITE PROFILE / LONGITUDINAL DRAINAGE
100mm dia. UPVC soil drain
T/A SEWERCONNECTION
T/A STORMWATERCONNECTION
STORMWATER DRAIN LENGTH - 46.54LMSOIL DRAIN LENGTH - 28.29LMPOWER LINE LENGTH - 10.02LM
ALL DRAINAGE TO G 13 / AS1
MINIMUM GRADIENT OF DISCHARGE PIPES1:20 for 32mm diameter pipes1:40 for 65mm diameter and under1:60 for 100mm diameter and under
RL 21.420
(Point C)
FFL 20.850PROPOSED RESIDENCE
Soil
SW -100mm dia. UPVC Stormwater drain
-TA Stormwater drain
-TA Sewer drain
100mm dia. UPVC SW drain - Min 1:120 Fall
50Ø50Ø
40Ø
100Ø
40Ø
40Ø
50Ø
100Ø
100m
m dia
. UPV
C SW
drain
- Min 1
:120 F
all
100m
m dia
. UPV
C SW
drain
- Min 1
:120 F
all
100m
m dia
. UPV
C soil d
rain
Cess Pit
Cess Pit
sump to drive
sump to lawn
novaflow from
retaining wall to
discharge into
air admittancevalve as vent
100 mm dia
Novaflow drain to
behind retaining
wall
DP
ORG
IP
KEY
-Inspection Point
-ground level fixtures
-Ø80mm down pipe
- Overflow Relief Gully
-100mm dia. UPVC soil drain
400
1,100
850 max150Ø H5 timber Posts @1200crs
H4 timber boards continuousover 2 posts minimum
400Ø concrete encasement17.5MPa min.
100Ø draincoil drainagemedium & Filter wrap
Drainage Material
Clay or topsoil
3°
01 Engineered Retaining Wall1:25
DESIGN
Electrical Plan
DRAWN
DATE
CHECKED
SHEET
Marc R. Vale
4/03/2014
Lot 90 Fairview EstateTurnberry Close - Katikati
Colin J. Davis
Colin J. Davis
04GH TAURANGA LTD.
CLIENT
SCALE
1:50
NOTE:It is the contractors responsbility to checkand verify all dimensions and levels on site
before commencing any works
© THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD.AND MUST NOT BE COPIED NOR USED BY ANY THIRDPARTY WITHOUT THE CONSENT OF THE COMPANY
Plan 2 13 / 90FV
810
810
G95
G95
G19
G9G9 OS
G5
G6
2 / 610
810810
2 / 410
G17
G3
810
8102 / 610610
2100 x 4800 section lift door
2 / 710
G9
G25 O
G25
GED
2
ht
ht
htr
htr
ph
2
s
2tv
tv
ph
s
22
ph
tv
2
ex.
d2d
14,550
6,240
1,180
3,520
10,940
14,550
10,240
700
10,940
3,910 4,540 2,770 3,330
400
5.80 x 5.82m
4.12 x 4.69m
(for garagedoor opener)
1675 bath
3.12 x 3.18m 2.99 x 3.20m
LINEN
LIVING
LDY
ENTRY
BATH
GARAGE
BEDROOM 1
E/S
BEDROOM 2 BEDROOM 3
DINING
ST 180lt.HWC
WR WR
3.20 x 3.86m
3.48 x 4.21m
2100 x 4800 section lift door
Area over Brick - 154.6 m²Area over Framing- 148.30 m²
1ELEVATIONS
324
Ceiling extractor fanExterior power point
Wall switch
PIR sensor
Ceiling light - recessedCeiling light
2 way wall switch
Single socket outlet
Exterior hose tapHeated towel rail
htr
Double socket outlettv TV ariel outletph Phone jack points Smoke alarm
Meter board
ht
Dimmer switch
Wall light
ELECTRICAL
Dimmer switch - 2 way
2
WR
KITCHEN
FridgeCroc
Walloven
Pantry
Sink
Refer toKitchen Layoutby HK Kitchens
PLAN 2
HPU External Heat Pump Unit
Internal HeatPump Unit
HPU
tub
hob
DWSpace
DESIGN
Elevations
DRAWN
DATE
CHECKED
SHEET
Marc R. Vale
4/03/2014
Lot 90 Fairview EstateTurnberry Close - Katikati
Colin J. Davis
Colin J. Davis
06GH TAURANGA LTD.
CLIENT
SCALE
1:100, 1:75
NOTE:It is the contractors responsbility to checkand verify all dimensions and levels on site
before commencing any works
© THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD.AND MUST NOT BE COPIED NOR USED BY ANY THIRDPARTY WITHOUT THE CONSENT OF THE COMPANY
Plan 2 13 / 90FV
0207
0307
Selected powder coatedaluminium joinery
Continuous spoutingfascia/gutter systemMonier concrete tile roofing
Selected plaster finish on 70mm Kiln Brick, rakeout every third top and bottom course for drainageBrick Sill
G25 OG25 G9
25°
FFL 20.850
25°
RL 20.780
RL 21.280
0207
0307
0407
Selected powder coatedaluminium joinery
Continuous spoutingfascia/gutter system Monier concrete tile roofing
Brick sillSelected plaster finish on 70mm
Kiln Brick, rake out every third topand bottom course for drainage
G5G6
G17
GED
25° 25°
FFL 20.850
RL 20.780
RL 21.280
drive falls
max 1:10
0207
03072,
000
Selected powder coatedaluminium joinery
Continuous spoutingfascia/gutter system Monier concrete tile roofing
Selected plaster finish on 70mm Kiln Brick, rakeout every third top and bottom course for drainage Brick sill
G95 G95 G19
G3G17
25° 25°
FFL 20.850
Daylighting restriction
45°
RL 21.420
(Point C)
RL 20.300
(Point A)
A
A
0207
0307
0607
0507
2,150 to soffit
2,950 Ab
ove soffit
5,100 Bu
ilding Height
2,000
Selected powder coatedaluminium joinery
Continuous spoutingfascia/gutter system Monier concrete tile roofing
Brick sill Selected plaster finish on 70mm Kiln Brick, rakeout every third top and bottom course for drainage
100 x 25 roof plane brace
G9G9 OS
selected panelsectionlift door
FFL 20.850
25° 25°
Daylighting restriction
45°
RL 21.420
(Point C)
RL 20.650
(Point B)
A
A
G3 G5 G6 G9, G9 M, G9 OSMGED
G25 x 1G25 O x 1
G95x2G19
615615
1,000
2,150 1,
150
G17
eq. eq.
2,015
1,000
1,150
2,150
eq eq
1,815
750
2,150
715
750
2,120
eqeq
1,515
835
1,315
2,1501,360
1,330
rem 860
1,150
750
2,150 1,360
715
1,000
1,150
2,150
800rem
2,415
750
2,150 1,360
eqeq
1,615
750
2,150 1,360
BUILDING ENVELOPE RISK MATRIXElevation 1
Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) High risk 1Number of storeys Low risk 0Roof/wall intersection design Low risk 0Eaves width Medium risk 1Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 2
BUILDING ENVELOPE RISK MATRIXElevation 2
Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) High risk 1Number of storeys Low risk 0Roof/wall intersection design Low risk 0Eaves width Medium risk 1Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 2
BUILDING ENVELOPE RISK MATRIXElevation 3
Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) High risk 1Number of storeys Low risk 0Roof/wall intersection design Low risk 0Eaves width Medium risk 1Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 2
BUILDING ENVELOPE RISK MATRIXElevation 4
Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) High risk 1Number of storeys Low risk 0Roof/wall intersection design Low risk 0Eaves width Medium risk 1Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 2
Elevation 4
Elevation 2
Elevation 3
Elevation 1
Window Schedule
NOTES:
All Glazing excluding garage to be Double Glazed.All joinery polyester powder coated
All glazing to NZS 4223:1985 Parts 1 and 2 and part 3:1993
All Glazing to bathroom / WC to be selected obscure
All Jambs clear finger jointed 18mm pine - groove for linings
O - denotes window as drawn but with obscure glass
S - denotes window as drawn but with safety glass
M - denotes window as drawn but mirrored
DIMENSIONS SHOWN ARE TRIM SIZE
DESIGN
Landscape Plan
DRAWN
DATE
CHECKED
SHEET
Marc R. Vale
4/03/2014
Lot 90 Fairview EstateTurnberry Close - Katikati
Colin J. Davis
Colin J. Davis
13GH TAURANGA LTD.
CLIENT
SCALE
1:100
NOTE:It is the contractors responsbility to checkand verify all dimensions and levels on site
before commencing any works
© THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD.AND MUST NOT BE COPIED NOR USED BY ANY THIRDPARTY WITHOUT THE CONSENT OF THE COMPANY
Plan 2 13 / 90FV
29° 55' 00"16.860m
19.810m, 121° 38' 00"
CH 52° 13' 00"A10.920CH
4° 57' 0
0"
A10.920
CH 137° 4
1' 00"
A10.920
CH 90° 24' 00"A10.920
4,710
4,078
4,089
4,234
2,119
5,819
7,404
5,480
5,410
400
700
2,418 4,540 2,770 2,565
2,325
1,180
850
6001,085
6,000
1,660
4,500
1500 to gutter
10.0 m2
51.5 m228.2 m2
39.0 m2
5.4 m2
6.6 m2
1.6 m2
3/1.8m h Trellis screenson laminated posts
1.5m h stained Trellisscreens on laminated posts
Conc. Kerb35.4LM
PebbleGarden
GLE
NEA
GLE
S DRIVE
TURNBERRY CLOSE
MUIRFIELD CRESCENT
LOT 90DP 328738Area = 470m²
N O R T
HConcrete Terrace, charcoaloxide, half dose
FFL 20.850PROPOSED RESIDENCE
Concrete Terrace, charcoaloxide, half dose Concrete Driveway,
charcoal oxide, half dose
PebbleGarden
Conc. Kerb14.6LM
Tree
Letter Box Charcoal Oxide ConcreteTerrace / Driveway
Pebble Gardens
Grass LawnKerbing
1.8m Timber Fence,Alternate Pailings 0 8.0m2.0m 4.0m 6.0m 10.0m
1.0m
100mm IntervalsSCALE IN METRES FOR LANDSCAPING PLANS
'Extendaline' Clothesline
Tree
Planted Tree
Conc. Kerb5.9LM
Tree Planting as per FairviewPark covernant
Planting as per FairviewPark covernant
Concrete Terrace, charcoaloxide, half dose