2x2 Bed Units & 7x1 Bed Units Williams Corporation 22 Denver Avenue Auckland - All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by - laws including terms and conditions of the building consent and any resource consents issued for project - Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa. - All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications. - All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences - The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the repor ting of any discrepancies prior to commencement of work. Do not scale from these drawings. Page Title Project Address Sheet Revision Scale A1 page size (Half scale @ A3) Issue Date Time Stamp 29/11/2019 1:45:13 pm Denver Units 22 Denver Ave, Sunnyvale, Auckland A1.0 Cover Sheet 09/02/19 Sheet List Sheet Number Sheet Name Current Revision A1.0 Cover Sheet A1.1 Site Plan A2.0 Unit 1 and 5 Floor Plans A2.1 Unit 6 to Unit 9 Floor Plans A3.0 Elevations Unit 1 to 5 A3.1 Elevations Unit 1 to 5 A3.2 Elevations Unit 6 to 9 A3.3 Elevations Unit 6 to 9 North Road View 1
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2x2 Bed Units & 7x1 Bed Units Williams Corporation Auckland · A1.0 Cover Sheet 09/02/19 Sheet List Sheet Number Sheet Name Current Revision A1.0 Cover Sheet A1.1 Site Plan A2.0 Unit
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2x2 Bed Units & 7x1 Bed UnitsWilliams Corporation
22 Denver AvenueAuckland
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
Page Title
Project
Address
SheetRevision
Scale A1 page size (Half scale @ A3)
Issue Date
Time Stamp29/11/2019 1:45:13 pm
Denver Units
22 Denver Ave, Sunnyvale,Auckland
A1.0Cover Sheet
09/02/19
Sheet List
SheetNumber Sheet Name
CurrentRevision
A1.0 Cover Sheet
A1.1 Site Plan
A2.0 Unit 1 and 5 Floor Plans
A2.1 Unit 6 to Unit 9 Floor Plans
A3.0 Elevations Unit 1 to 5
A3.1 Elevations Unit 1 to 5
A3.2 Elevations Unit 6 to 9
A3.3 Elevations Unit 6 to 9
North Road View1
FD
WM
F
FDWM
F
FD
FD W
M
F
WM
F
Post
PostClo
the
s line
Wooden Retaining Wall
Wooden Fence
Wooden Fence
Wooden Fence
Wo
od
en
Fe
nce
Wooden Fence
Wooden Retaining Wall
Wo
od
en
Re
tain
ing
Wa
ll
DE
NV
ER
AV
EN
UE
14DP 9150122 Denver Avenue
15DP 9150120 Denver Avenue
17
47
810
Pt Lot 39DP 91501Road Reserve
Down Pipe
SWCPLL=60.46
SWCPLL=62.36ILout=61.44ILin=61.45
225mm
∅ Sto
rmw
ater
225mm∅ Stormwater
(Approximate location from Council Records)
Fire Hydrant
Power Plinth
Telecom Plinth
Water Meter
Valve
Street Light
Street Light
10
0m
m∅
Wate
r Main
(Ap
pro
ximate
loca
tion
from
Co
un
cil Re
cord
s)
13
.68
16
1°1
7'
15
.32
16
1°1
7'
11.75
53°49'
28.03
53°49'
26.58
71°18'
9.68
107°33'30"
7.6
01
43
°49
'
4.2
6
59.0
60.0
61
.0
61.061.0
61.0
62.062.0
62
.0
63.0
63.063.0
63
.0
64.0
58.2
58.4
58.6
58.8
59.259.4
59.6
59.8
60.2
60.460.4
60.4
60.660.6
60.6
60.860.8
60.8
60
.8
61.261.2
61
.2
61.461.4
61
.46
1.6
61
.6
61.6
61
.86
1.8
61.8
62
.26
2.2
62.2
62
.46
2.4
62.4
62.6
62
.66
2.6
62.6
62
.8
62.8
62.8
63
.26
3.2
63.2
63
.46
3.4
63.4
63
.66
3.6
63.6
63
.8
64.2
WM
F
WM
F
WM
F
WM
F
WM
F
NORTH
Unit 1
ExistingCrossing
Outdoor living space
27 m²Outdoor living space
21 m²
Outdoor living space
21 m²
Outdoor living space
21 m²Outdoor living space
30 m²
Outdoor living space
48 m²Outdoor living space
22 m² Outdoor living space
32 m²
Outdoor living space
42 m²
Unit 2
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedroom view 3x3m
livin
g v
iew
6x4m
bedro
om
vie
w 3
x3m
living view 6x4m
Unit 3Unit 4Unit 5
Unit 9
Unit 8
Unit 7
Unit 6
Unit 1 Carpark
Unit 5 Carpark
16509
1200
346
7478
3462
20.3
6 m
FFL 62900
FFL 62900
FFL 63200
FFL 63200
Existing timber retainingwall to be replaced
Max 0.4m firth garden retaining wall (Ezi wall orsimilar)
Max 1.4m retaining walltop of wall 62650
479
1200
909
Top of retaining62.3
62730
6279762769
63050
63050
63000
62730
62792
1°
4°
4021
523
3000
3000
626
1200400
4632
5000
CC
62720
1782
frame
1842
fram
e
3496
fram
e
2074
frame1800
Existing timber retainingwall to be replaced
1000 ltrtanksalotround tankfor unit 61150 D x 1020 H
ZONES NZS 3604:2011: (Taken from Branz Maps)Legal Description: Lot 14 DP 91501Address: 22 Denver Avenue SunnyvaleEarthquake Zone: Zone 1Corrosion Zone: Zone CClimate Zone: 1Wind Region: ALee Zone: Rainfall Intensity (range): 90-100Wind Zone (Experimental): Extra High
AREAS:ROOF AREA : 333m²PERGOLA AREA : (0.25x22) + (0.14x33) = 10.12m²GARDEN SHEDS : (11x(1.53x.79))= 13.29m²TOTAL BUILDING : 311m²TOTAL SITE FOR BLOCK : 809m²SITE COVERAGE : 38.4%
SET OUT NOTES:Contractor must independently verify all boundaries and dimensions prior to set out. All set out dimensions are in horizontal plane and do not take into account varying ground levels.
HAZARD:New construction area to be fully fenced before commencing construction. All work to comply with NZBC clause F5/AS1 part 1.
EROSION AND SEDIMENT CONTROL:All erosion and sediment control measures to be installed prior to commencement of earthworks to comply with Erosion and Sediment Control Guidelines for Small Sites. The contractor is responsible for checking that the sediment controls are properly maintained and correctly positioned. To be inspected each working day and maintained in good working order. Top soil stockpile should be close to works, limit amount of material supplied to only what is needed. Cover stock piles with waterproof covers. All stockpiles and site waste are to be stored so that the silt fence/ straw bales will control any run off from the site.Physically remove any sedimentation from the driveway and/or street. Do not wash into catchpits. If necessary use Filtrex Sock or similar around catch pits.Stabilise disturbed ground as soon as practical.The silt fence/ straw bales is to remain in place until site surface is grassed or stabilised.
All weather site access to consist of 150x200mm of crushed aggregate on geotextile filter cloth with 2m bund run off diversion @ site entry. All with cross scope to drain to sediment trap (where applicable).
Footpaths to comply with antislip requirements of NZBC D1/AS1 table 2
155.64 m²Lot 162.61 m²
Lot 262.63 m²
Lot 362.65 m²
Lot 491.22 m²
Lot 5
103.84 m²Lot 6 61.32 m²
Lot 7 76.81 m²Lot 8
108.99 m²Lot 9
24.66 m²Carpark Unit 5
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
"Resene Half Black White"SoffitsRGB 240 238 234 LVR 86
BGC Weather board"Resene Half Black White"RGB 237 237 229LRV 86
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
Page Title
Project
Address
SheetRevision
Scale A1 page size (Half scale @ A3)
Issue Date
Time Stamp29/11/2019 1:45:21 pm
Denver Units
22 Denver Ave, Sunnyvale,Auckland
A3.0Elevations Unit 1 to 5
08/29/19
1 : 50
Units 1 to 5 North Elevation1
1 : 50
Units 1 to 5 South Elevation2
Window Schedule Front Unit
Model Height WidthRough Opening
(Height)Rough Opening
(Width) Count
W1 1030 830 1000 800 27
W3 1030 1830 1000 1800 20
W4 1030 960 1000 930 3
Grand total: 50 50
Elevation Keynote Legend
Key Value Keynote Text
4.2.5.1.2 BGC fibre cement weather boards with paint finish on 20mmH3.1 timber cavity battens
4.3.1.1.1 .55mm Longrun corrugated roofing on Thermakraft selfsupporting roof underlay on 70 x 45 purlins @ 900 ctrs.
4.3.9.3.1 Coloursteel fascia and gutter. Refer to roof plan for Downpipepositions
4.5.2.1.1 Double glazed aluminium powdercoated window and doorjoinery
Door Schedule Front Units
Model Height WidthRoughHeight
RoughWidth Count
D1 2035 918 2100 970 9
S1 2100 1800 2113 1816 9
Grand total: 18 18
12
Ground floor Front62900
1st Floor Front65615
Roof Level Front68070
Ground Floor62900
30°
1 2
30°
4.3.1.1.1
2702
AlternativeRecession Plane Gutter breach only
Normal recession plane breach
7914
3663
30°30°
20°
20°
20°
20°
30°30°
20°
30°
30°
20°
1000 R
O*
1060
800 RO*860
W4W1
Viewed from outsideRO sizes take precedence over other sizesWet area glazing to be safety glass
W3
Match Front Door
990
1800 RO*
1860
S1 D1
1800 rough opening*
.
2100 r
ough o
penin
g*
.
970 rough opening*
.
2100 r
ough o
penin
g*
.
875panel
Viewed from outsideRO sizes take precedence over other sizesSlider to be safety glass
Pergola features Marcocarpa natural timberGalvanized steel bracketspainted black
"Resene Half Black White"SoffitsRGB 240 238 234 LVR 86
BGC Weather board"Resene Half Black White"RGB 237 237 229LRV 86
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
Page Title
Project
Address
SheetRevision
Scale A1 page size (Half scale @ A3)
Issue Date
Time Stamp29/11/2019 1:45:23 pm
Denver Units
22 Denver Ave, Sunnyvale,Auckland
A3.1Elevations Unit 1 to 5
11/14/19
1 : 50
Units 1 to 5 East Elevation1
1 : 50
Units 1 to 5 West Elevation2
1 : 50
Roof Level Units 1 to 53
Window Schedule Front Unit
Model Height WidthRough Opening
(Height)Rough Opening
(Width) Count
W1 1030 830 1000 800 27
W3 1030 1830 1000 1800 20
W4 1030 960 1000 930 3
Grand total: 50 50
Elevation Keynote Legend
Key Value Keynote Text
4.2.5.1.2 BGC fibre cement weather boards with paint finish on 20mmH3.1 timber cavity battens
4.3.1.1.1 .55mm Longrun corrugated roofing on Thermakraft selfsupporting roof underlay on 70 x 45 purlins @ 900 ctrs.
4.3.9.3.1 Coloursteel fascia and gutter. Refer to roof plan for Downpipepositions
4.5.2.1.1 Double glazed aluminium powdercoated window and doorjoinery
Door Schedule Front Units
Model Height WidthRoughHeight
RoughWidth Count
D1 2035 918 2100 970 9
S1 2100 1800 2113 1816 9
Grand total: 18 18
1000 R
O*
1060
800 RO*860
W4W1
Viewed from outsideRO sizes take precedence over other sizesWet area glazing to be safety glass
W3
Match Front Door
990
1800 RO*
1860
S1 D1
1800 rough opening*
.
2100 r
ough o
penin
g*
.
970 rough opening*
.
2100 r
ough o
penin
g*
.
875panel
Viewed from outsideRO sizes take precedence over other sizesSlider to be safety glass
Ground Floor Rear63200
1st Floor Rear65915
Roof Level Rear68370
GHIJK
4.2.5.1.2
4.5.2.1.1
AlternativeRecession PlanePart building only
45 deg @ 3mRecession PlaneNorth face
839
583
Ground Floor Rear63200
1st Floor Rear65915
Roof Level Rear68370
G H I J K
4.2.5.1.2
4.2.5.1.2
AlternativeRecession Plane
45 deg @ 3mRecession PlaneSouth face
45 deg @ 3mRecession PlaneNorth face
2700
20m limitline for Alturnativerecession
3076 3337
980
This breach is within AlternativeRecession Plane area
799
858
Pergola features Marcocarpa natural timberGalvanized steel bracketspainted black
"Resene Half Black White"SoffitsRGB 240 238 234 LVR 86
BGC Weather board"Resene Half Black White"RGB 237 237 229LRV 86
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
Page Title
Project
Address
SheetRevision
Scale A1 page size (Half scale @ A3)
Issue Date
Time Stamp29/11/2019 1:45:26 pm
Denver Units
22 Denver Ave, Sunnyvale,Auckland
A3.2Elevations Unit 6 to 9
11/14/19
Window Schedule Front Unit
Model Height WidthRough Opening
(Height)Rough Opening
(Width) Count
W1 1030 830 1000 800 27
W3 1030 1830 1000 1800 20
W4 1030 960 1000 930 3
Grand total: 50 50
Elevation Keynote Legend
Key Value Keynote Text
4.2.5.1.2 BGC fibre cement weather boards with paint finish on 20mmH3.1 timber cavity battens
4.3.1.1.1 .55mm Longrun corrugated roofing on Thermakraft selfsupporting roof underlay on 70 x 45 purlins @ 900 ctrs.
4.3.9.3.1 Coloursteel fascia and gutter. Refer to roof plan for Downpipepositions
4.5.2.1.1 Double glazed aluminium powdercoated window and doorjoinery
Door Schedule Front Units
Model Height WidthRoughHeight
RoughWidth Count
D1 2035 918 2100 970 9
S1 2100 1800 2113 1816 9
Grand total: 18 18
1 : 50
Units 6 to 9 North Elevation1
1 : 50
Units 6 to 9 South Elevation2
Ground Floor Rear63200
1st Floor Rear65915
Roof Level Rear68370
3 5
4.5.2.1.1
4.2.5.1.2
4.2.5.1.2
4
988
90120m limitline for Alturnativerecession
Alturnativerecession in back ground
Std recessionplane cut. Partexcluded by atlernativeHiRB
2313
563
3000
Length outside
1019
Ground Floor Rear63200
1st Floor Rear65915
Roof Level Rear68370
4.2.5.1.2
4.5.2.1.1
AlternativeRecession Plane
45 deg @ 3mRecession Plane
917
889
Gable shown is withinalternative recession planearea
20°
27°
27°
30°30°
27°
27°
30° 30°
30°30°
20°
20°
1000 R
O*
1060
800 RO*860
W4W1
Viewed from outsideRO sizes take precedence over other sizesWet area glazing to be safety glass
W3
Match Front Door
990
1800 RO*
1860
S1 D1
1800 rough opening*
.
2100 r
ough o
penin
g*
.
970 rough opening*
.
2100 r
ough o
penin
g*
.
875panel
Viewed from outsideRO sizes take precedence over other sizesSlider to be safety glass
Pergola features Marcocarpa natural timberGalvanized steel bracketspainted black
"Resene Half Black White"SoffitsRGB 240 238 234 LVR 86
BGC Weather board"Resene Half Black White"RGB 237 237 229LRV 86
- All work shall comply with the New Zealand Building Code and all relevant and associated standards, codes and territorial authority by-laws including terms and conditions of the building consent and any resource consents issued for project- Architectural drawings are to be read in conjunction with the structural engineers drawings and vice versa.- All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations and specifications.- All documentation must be read in full and completely understood before any works begin and any discrepancies or ambuguity shall be clarified with design LBP before any work commences- The builder is responsible for the setting out of the works, the checking of all dimensions and levels on site, and the reporting of any discrepancies prior to commencement of work. Do not scale from these drawings.
Page Title
Project
Address
SheetRevision
Scale A1 page size (Half scale @ A3)
Issue Date
Time Stamp29/11/2019 1:45:29 pm
Denver Units
22 Denver Ave, Sunnyvale,Auckland
A3.3Elevations Unit 6 to 9
11/14/19
1 : 50
Units 6 to 9 East Elevation1
1 : 50
Roof Level Units 6 to 93
Window Schedule Front Unit
Model Height WidthRough Opening
(Height)Rough Opening
(Width) Count
W1 1030 830 1000 800 27
W3 1030 1830 1000 1800 20
W4 1030 960 1000 930 3
Grand total: 50 50
Elevation Keynote Legend
Key Value Keynote Text
4.2.5.1.2 BGC fibre cement weather boards with paint finish on 20mmH3.1 timber cavity battens
4.3.1.1.1 .55mm Longrun corrugated roofing on Thermakraft selfsupporting roof underlay on 70 x 45 purlins @ 900 ctrs.
4.3.9.3.1 Coloursteel fascia and gutter. Refer to roof plan for Downpipepositions
4.5.2.1.1 Double glazed aluminium powdercoated window and doorjoinery