2x2 bed units & 7x1 bed units williams corporation auckland · a1.0 cover sheet 09/02/19 sheet...

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




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


21 m²



30 m²



22 m² Outdoor living space

32 m²


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

SCOPE OF WORKS:

COUNCIL:ZONE : Residential - Mixed Housing Urban ZoneHEIGHT (max. 8m) : COMPLIANTSETBACKS : Road BoundaryRECESSION PLANES : 3m + 45 degrees

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


Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp4/12/2019 10:26:42 am

Denver Units


A1.1Site Plan

08/28/19

1 : 100

Site plan1

Unit Area Schedules (Gross)

Level Name Area

Ground Floor Rear Unit 1 39 m²









Ground Floor Rear 282 m²

1st Floor Rear Unit 1 39 m²









1st Floor Rear 282 m²

Grand total 563 m²

Lot Schedule

Name Area

Lot 1 156 m²

Lot 2 63 m²

Lot 3 63 m²

Lot 4 63 m²

Lot 5 91 m²

Lot 6 104 m²

Lot 7 61 m²

Lot 8 77 m²

Lot 9 109 m²

Grand total 786 m²

Site Area key

Type Area

Concrete foot paths 99 m²

Drive way 37 m²

Landscape areas 105 m²

Outdoor living space 263 m²

Service space 36 m²

Grand total: 36 541 m²

Total (Roof Areas)

Name Area

Roof Area Units 1 to 5 194 m²

Roof Area Units 6 to 9 140 m²

Grand total 333 m²

1 : 200

Site areas2

Carpark Unit 1

S/A

FD

S/A

S/A F

D

S/A F

D S/A

FD

WM

F

S/A

FD

WM

F

S/A

S/A

FD

S/A

FD

S/A

FD

WM

F

WM

F

WM

F

FD

A3.0

2

A3.0

1

A3.11

A C D E

1

2

B

1

A4.0

2

A4.0

3

A4.0

F

Unit 1

Unit 2Unit 3Unit 4

Unit 5

Bedroom 2

Bedroom 1

Landing

Store

Bathroom

Bedroom1

w.r

Store

Landing

Bathroom

Bedroom1

w.r

Store

Landing

Bathroom

Landing

Bedroom1

w.r

Store

Bathroom Landing

Bedroom 1 Bedroom 2

w.r

w.r

Bathroom

Store

5465 5020 5020 5020 6945

90 90 90 3010 90 2140 90 90 90 1000 90 3660 90 90 90 1000 90 3660 90 90 90 1000 90 3660 90 90 90 1710 90 90 90 1020 70 580 70 3000 90

90 1470 70 1470 90 1040 90 1010 270 1000 0900 1200 90 2370 270 1000 0900 1200 90 2370 270 1000 0900 1200 90 2370 270 3000 70 580 70 1055 90 1855 90

1158 1830 1212 830 210 270 1970 1830 950 270 1970 1830 950 270 1970 1830 950 270 786 830 94 270 94 830 1353 1830 633

7000

270

6820

270

90

3050

70

580

70

3050

90

90

1955

90

1605

90

3080

90

694

1830

1774

1830

693

0164 1830 1206 830 1210 270 1346 830 1353 960 262 270 1345 830 1316 960 299 270 1345 830 1316 960 299

270

440 830 440

860

1830

1771

830

489

90

3010

90

2140

90

90

1470

70

1470

90

1040

090

01010

90

500

90

2140

90

3010

90

1080

90 3010 90 2140 90 90 90 2290 90 2370 90 90 90 2290 90 2370 90 90 90 2290 90 2370 90 90 90 1710 270 1050 90 1655 90 1855 90

-

---

580

1080

700

760

A3.0

2

A3.0

1

A3.11

A C D E

1

2

B

1

A4.0

2

A4.0

3

A4.0

F

270 5240 90 90 90 4750 90 90 90 4750 90 90 90 4750 90 90 90 1710 270 4740

5465 5020 5020 5020 6945

7000

270

6820

270

90

300

90

4220

90

2120

90

90

390

4310

1470

650

90

4297

1830

693

90 4140 90 1010

0900 1245 90 3905 90 0900 90 4501 70

179

90

90

90 4530 70 150

9090

90 4530 70 150

9090

90 1710 90 90 90 4530 306030

1000 90 3660 270 1000 90 3660 270 1000 90 3660 270 1710 90 3065 1645 90 120 90

0 1169 1816 2255 270 1983 1816 952 270 1982 1816 952 270 1982 1816 952 270 706 830 174 270 2289 1816 635

0167 970 2063 830 1210 90 90 90 1345 830 1311 970 294901800 1345 830 1311 970 564 1345 830 1311 970 294270 390 830 490 270 3470 970 120

270 5240 270 4750 270 4750 270 4750 270 1710 270 4560

Unit 1

Unit 2Unit 3Unit 4Unit 5

59

149

1830

90

3685

90

1645

90

1095

1020

1570

90

815

70

760

90

4140

90

1010

90

90

1190

90

4320

90

760

580

700

1080

-

---


Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp29/11/2019 1:45:16 pm

Denver Units


A2.0Unit 1 and 5 Floor Plans

11/07/19

Lower Area Schedule (Gross Building) Units ...

Area Name

39 m² Unit 1

29 m² Unit 2

29 m² Unit 3

29 m² Unit 4

40 m² Unit 5

166 m²

Upper Area Schedule (Gross Building)...

Area Name

39 m² Unit 1

29 m² Unit 2

29 m² Unit 3

29 m² Unit 4

40 m² Unit 5

166 m²

1 : 50

1st Floor Front1

1 : 50

Ground floor Front2

S/A

FD

WM

F

S/A

FD

WM

F

S/A

FD

S/A

FD

WM

F

WM

F

S/A

FD

S/A

FD

S/A

FD

S/A

FD

Living & Dining

Kitchen Kitchen

Kit

ch

en

Living & Dining

Kit

ch

en

Living & Dining

Entry Entry

Living & Dining

Store Store

Store Store

A3.2

1

A3.3 1

A3.2

2

A3.32

G H I J K

3

5

6525

1415

830

1597

1830

673

270 4020 270 4020 270 2240 270 3835 270 2240 270 3835 270

90 3010 90 920 90 90 90 920 90 3010 90 90 90570 90 1080 90 2295 1064 1156 90 90 90 570 90 1080 90 2295 1064 1156 90

1

A4.1

2

A4.1

3

A4.1

4245 4290 6615 6570

17201720

590 1816 1614 90180 1614 1816 590 90180 1336 830 74270 1339 1816 680 270 1336 830 74270 1332 1830 673

270

6345

270

90

5695

90

560

090

077970278827057083084027069

9702796270570830840270305

970570830134501801435830570970305

90 140 90 2780 90 920 90 90 90 920 90 2780 90 140

90 90

90 1740 90 2295 1064 1156 90 90 90 1741 90 2295 1064 1156

590

1816

1614

90

90

140

90

2780

90

920

90

90

90

90

4020

90

90

90

2325

270

4020

270

2505

4

Unit 9Unit 8

Unit 7Unit 6

Bedroom 1 Bedroom 1

Landing Landing

Storage Storage

Bathroom

w.r.

Storage Storage

Wardrobe Wardrobe

Landing Storage w.r.

w.r

. Bathroom

w.r

.

LandingSto

rag

e

Storage w.r.

Bathroom

w.r.

Bathroom

Bedroom 1

A3.0

1

A3.2

1

A3.3 1

A3.2

2

A3.32

G H I J K

3

5

6525

90

2365

90

600

90

3200

90

90

520

90

1755

90

600

90

381

90

1330

90

1309

90

1564

830

1597

1830

822

90 3010 90 920 270 920 90 3010 270 2365 90 600 90 3200 270 2365 90 600 90 3200 90

90 1920 90 4290 90 5716 90 1330 90 2219 90 2796 90 1330 90 1309 90

732 1830 1607 270 1607 1830 583 270 1336 830 1676 1830 673 270 1336 830 1676 1830 822

4245 4290 6615 6570

Stl

ora

ge

1

A4.1

2

A4.1

3

A4.1

90900900 1920 90 2010 0900900900 2010 90 1920 0900900900 640 90 1510 909090 1016 90 1330 90 1309 0900900900 640 90 1510 909090 1016 90 1330 90 1309 09009090

2505

583

1830

1607

090

03010

90

920

090

0

90

1920

90

2010

70

21

4

Unit 9Unit 8

Unit 7Unit 6


Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp29/11/2019 1:45:17 pm

Denver Units


A2.1Unit 6 to Unit 9 Floor Plans

08/29/19

1 : 50

Ground Floor Units 6 to 91

1 : 50

1st Floor Units 6 to 92

Lower Area Schedule (Gross Building) Units ...

Area Name

29 m² Unit 6

29 m² Unit 7

29 m² Unit 8

29 m² Unit 9

116 m²

Upper Area Schedule (Gross Building) Units ...

Area Name

29 m² Unit 6

29 m² Unit 7

29 m² Unit 8

29 m² Unit 9

116 m²

A C D EB30° 30°

20°

20°

30°30°

4.3.9.3.1

4.3.1.1.1

Ground floor Front62900

1st Floor Front65615

Roof Level Front68070

F

Ground Floor62900

95

AlternativeRecession PlaneNorth face(just cuts gutter)

45 deg @ 3mRecession PlaneSouth face

45 deg @ 3mRecession PlaneNorth face

AlternativeRecession PlaneSouth face

2588 1035

ACDE B

20°

30°30°

52°

30° 30°

4.3.1.1.1




F

AlternativeRecession PlaneNorth Face(Gutter cut)


AlternativeRecession PlaneSouth Face


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

Colour Schedule "The Coast"

BGC Weather board (Feature)"Resene Biscay"RGB 47 60 83, LRV 10

"Silver Pearl"Windows

"Gull Grey" RoofFasica & GutterDownpipes

"Resene Half Black White"SoffitsRGB 240 238 234 LVR 86

BGC Weather board"Resene Half Black White"RGB 237 237 229LRV 86


Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp29/11/2019 1:45:21 pm

Denver Units


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 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


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










Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp29/11/2019 1:45:23 pm

Denver Units



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




(Width) Count

W1 1030 830 1000 800 27

W3 1030 1830 1000 1800 20

W4 1030 960 1000 930 3

Grand total: 50 50









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


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


Ground Floor Rear63200

1st Floor Rear65915

Roof Level Rear68370

GHIJK

4.2.5.1.2

4.5.2.1.1

AlternativeRecession PlanePart building only


839

583


1st Floor Rear65915


G H I J K

4.2.5.1.2

4.2.5.1.2

AlternativeRecession Plane



2700

20m limitline for Alturnativerecession

3076 3337

980

This breach is within AlternativeRecession Plane area

799

858









Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp29/11/2019 1:45:26 pm

Denver Units



11/14/19




(Width) Count

W1 1030 830 1000 800 27

W3 1030 1830 1000 1800 20

W4 1030 960 1000 930 3

Grand total: 50 50









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


1st Floor Rear65915


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


1st Floor Rear65915


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


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










Page Title

Project

Address

SheetRevision


Issue Date

Time Stamp29/11/2019 1:45:29 pm

Denver Units



11/14/19

1 : 50

Units 6 to 9 East Elevation1

1 : 50

Roof Level Units 6 to 93




(Width) Count

W1 1030 830 1000 800 27

W3 1030 1830 1000 1800 20

W4 1030 960 1000 930 3

Grand total: 50 50









RoughWidth Count

D1 2035 918 2100 970 9

S1 2100 1800 2113 1816 9

Grand total: 18 18

2x2 bed units & 7x1 bed units williams corporation auckland · a1.0 cover sheet 09/02/19 sheet...

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