draft proposed residential development 23 hinau … · deck deck lfl. = 19.30 lfl. = 19.30 access...

DRAFTPROPOSED RESIDENTIAL DEVELOPMENT

23 HINAU STREET, TAWA, WELLINGTONREFERENCE - 8635

SHEET INDEX:

DRAWINGS:

INDICATIVE PERSPECTIVE, INDEX

SITE PLAN

EARTHWORKS PLAN, SECTION THRU DRIVE,INDICATIVE PERSPECTIVE OF EARTHWORKS

ELEVATIONS, MATRIX

FOUNDATION PLAN & JOIST LAYOUT PLAN

LOWER & UPPER LEVEL FLOOR PLANS

LOWER & UPPER LEVEL BRACING & DIMENSIONPLANS

ROOF STRUCTURE PLAN, LOWER & UPPER ROOFPLANS

SECTIONS: A-A, B-B, C-C, D-D

SECTIONS: E-E, F-F, G-G, H-H

PERGOLA DIAGRAMS, FENCE ELEVATIONS

SHEET:

COVER

1

2

3

4

5

6

7

8

9

10

INDICATIVE PERSPECTIVE ONLYNORTH BOUNDARY FENCE NOT SHOWN FOR CLARITY

SITE INFORMATION:WIND SPEED ZONE:CORROSION ZONE:

MEDIUM, DESIGNED FOR HIGHC

PLANNING ZONE: OUTER RESIDENTIALTRUSS DESIGNER: CARTERSENGINEER: CERTA ENGINEERING LTDSURVEYOR: ADAMSONSHAW

ISSUE DATE ISSUE NAME

PH: (04)5696-109 FAX: (04)5691-186 E-MAIL: [email protected] BOX 30-614, LOWER HUTT, 44 QUEENS DRIVE

SHEET No.

1DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635

PROPOSED RESIDENTIAL DEVELOPMENT23 HINAU STREET, TAWA

WELLINGTONSCALES FOR A3 SIZE PAPER

REFCOPYRIGHT RETAINED BY DESIGN NETWORK ARCHITECTURE LTD.DESIGNER TO BE CONTACTED IMMEDIATELY IF AN ERROR OR DISCREPANCY IS DISCOVERED

CODEP19N1:200, 1:50

5.40 m2

28.92 m2

5.00pm JUNE

8.00am JUNE

8.00am DEC

5.00pm DEC

N

S

W

E5.00pm JUNE

8.00am JUNE

8.00am DEC

5.00pm DEC

N

S

W

E

7,50

0

3,00

01,

000

5,400 1,100

4,200

1,09

0

500 3,000 700LFL. = 19.30

21

50.29

16.09

50.29

16.09

Lot 206DP 9360

HIN

AU S

TREE

T

NO

RTH

ISLAND

MAIN

TRU

NK LIN

E

LOT 207DP 9360

23

25

LOT 205DP 9360

POWERPOLE

FOO

TPAT

HKER

B

SEW

ER M

AIN

EAVE

EAVE

EXIST BLOCK WALL

YARD SETBACK

PROPOSEDRESIDENCE 1 PROPOSED

RESIDENCE 3

PROPOSEDRESIDENCE 2

PROPOSEDRESIDENCE 5

PROPOSEDRESIDENCE 4

DECK

DECK

LFL. = 19.30LFL. = 19.30

ACCESS WAY

SEPARATE

BC

SEPARATE

BC

SITE PLAN

SITE = 809.00m²35% = 283.15m²

UNITS 1 & 2 = 103.00m²UNIT 3 = 70.35m²UNITS 4 & 5 = 104.65m²

TOTAL = 278.00m²

DWELLING COVERAGE: = 34.36%

PROPOSED DECKS = 26.55m²(~1.40m ABOVE GROUND)

TOTAL = 304.55m²

TOTAL COVERAGE: = 37.65%

COVERAGE:



SHEET No.

2DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:500, 1:200

1,00

0

BDRY

BDRY

5.00pm JUNE

8.00am JUNE

8.00am DEC

5.00pm DEC

N

S

W

E5.00pm JUNE

8.00am JUNE

8.00am DEC

5.00pm DEC

N

S

W

E

19.05

LFL. = 19.30

FILL

18.5

19.0

19.0

18.0

16.96

17.09

17.22

18.01

17.75

17.8517.92

18.10

18.9918.8918.91

18.92

18.9518.89

18.95 19.04

19.0818.99

19.0219.08

18.9919.00

19.09 19.17

19.1119.12

19.13

19.04

18.98

18.73 18.60

18.7318.85

18.96

18.76

18.69

18.77 18.42

18.31

21.42

18.31

21.43

18.18

18.41

20.99

19.07 18.96 18.82

18.56

18.57

18.48

18.69

18.54 18.4018.57

18.52 18.53 18.47 18.40 18.35 18.28 18.23 18.36

18.27

18.25

18.10

18.04

18.1018.18

18.1718.2118.27

18.57

18.48

18.39

18.31

18.43

18.66

21.74 21.73

21.49 21.47

21.47 21.47

18.18

18.1818.23

18.2818.38

18.3618.36

18.38

18.30

18.77 18.71 18.66 18.63 18.61

18.47

18.45

19.03

LFL. = 19.30LFL. = 19.30

Z Z

EARTHWORKS PLAN

FILL = 610.00m² = 360.00m³

AREA VOLUME

ESTIMATED EARTHWORKSCALCULATION:

INDICATIVE EARTHWOKRS PERSPECTIVE

Z-ZSECTION THRU DRIVE



SHEET No.

3DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

BDRY

ACCESSWAY

BDRY

TOTALSCORE

SUITABLE WALL CLADDINGS:DIRECT FIXED

CLADDINGOVER 20mm MIN.DRAINED CAVITY

A) VERTICAL PROFILED METAL -CORRUGATED ONLY

13-20 A) MASONRY VENEERB) STUCCOC) HORIZONTAL PROFILED METALD) RUSTICATED W/B'DSE) FIBRE CEMENT W/B'DSF) FIBRE CEMENT SHEETG) PLYWOOD SHEETH) EIFS I) B/B W/B'DS

RISK FACTOR

BUILDING RISK MATRIX:RISK MATRIX CALCULATED FOR EAST ELEVATIONSINGLE CLADDING DWELLINGS ARE DETERMINED ON

ELEVATION WITH THE HIGHEST RISK

SUBTOTAL

V HIGH/EX HIGH

HIGHMEDIUMLOW

WIND ZONE

NO. OFSTOREYS

ROOF/WALL

EAVES WIDTH

ENVELOPECOMPLEXITY

DECKS &BALCONIES

0 1

TOTAL 14NOTE: FOR BUILDINGS IN EXTRA HIGH WIND ZONES THE USE OF

A RIGID AREA BARRIER AND DRAINED CAVITY IS MANDATORY

0

0

0

0

0

0

1

1

1

1

2

1

2

2

3

3

4

2

4

5

5

6

6

2

5

5

1

0

EAST

NORTH SOUTH

WEST



SHEET No.

4DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

9,500190 3,420 190 1,200 4,500

7,75

0

9,500

7,75

0

250

1,15

0

400

750

6,60

040

0

6,100 3,400

FOUNDATION PLANTO BE READ IN CONJUNCTION WITH ENGINEER'S PLANS & DETAILS

NOTE:RIBRAFT FOUNDATION

SYSTEM.REFER TO ENGINEERS

G

G

D D

H

H

F

F

C C

B B

A A

E

E

225 CANTILEVER BEAM

255 CANTILEVER JOISTS

1,15

3

3381,523

2,43

893

2

700 CANTILEVER JOISTS

JOIST LAYOUT PLAN

240x45 @ 400crsFLOOR JOISTS

H3.2 PLYFLOORING INWET AREAS

SB: 2/190x45

DOUBLE JOISTS ACTAS A BEAM,ENGINEER TO CHECK

SP

SP

DROP SP UNDERFLOOR JOISTS

BULK HEAD

65

65

65

65 65 100

100

EB:IN FLOORSPACE

EB:IN FLOORSPACE

HWC EB:IN FLOORSPACE

EB:IN FLOORSPACE

EB:IN FLOORSPACE

EB:(LINTEL)

EB:IN FLOORSPACE

H3.2 PLYFLOORING INWET AREAS

CL

CL

CL

CL

CL

G

G

D D

H

H

F

F

C C

B B

A A

E

E

POSI-STRUT PS 25@ 400 crs MAXFLOOR JOISTS(240max HT)

VOID



SHEET No.

5DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

1,200x

1,800(2/140x45)

1,200x

600(2/90x45)

900x

600(2/90x45)

8002/LT

(2/90x45)

710

800ENTRY DOOR

(2/90x45)

2,600STACKER(2/240x45)

1,200x

600(2/90x45)

760

2,600AUTOMATIC

SECTIONAL DOOR(EB: )

610

760C/SLIDER

F

W DR

KITCHEN(BY OTHERS)

CUP'D

LOUNGE

DINING

TUB

GARAGE

WC

LOWER LEVEL67.15m²

CUP'D

EB:

EB:

EB:

FRW

EB:

EB:

EB:

G

G

D D

H

H

F

F

C C

B B

A A

E

E

500x

1,600(2/140x45)

500x

1,600(2/140x45)

760

1,200x

1,800(2/140x45)

710

760

760

760

2/710

760

540

710

710

300x

800(2/90x45)

1,000x

800(2/90x45)

1,200x

2,000(2/190x45)

1,200x

2,400(2/190x45)

BED 1BATHBED 2

BED 3

ENSUITE

FALL37°

UPPER LEVEL56.85m²

HWC

FALL10°NOT TO SMALL?

WD WD

WD

CUP'D

CUP'D

G

G

D D

H

H

F

F

C C

B B

A A

E

E

FLOOR PLANSTOTAL 124.00m²



SHEET No.

6DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

F

W DR

9,5006,100 3,400

90 4,910 90 920 90 3,310 90

90 4,910 140 870 90 3,310 90

90 3,620 90 1,200140

870 90 3,310 90

9010

90 3,420 9010 90

1,200 4,500190 3,420 190 1,200 4,500

9,500

7,75

0

7,75

0

9016

090

7,32

090

250

907,

320

901,

150

906,

420

90

9061

0 901,

110

901,

750

903,

080

9090

6,42

090

400

750

6,60

040

0

KITCHEN

LOUNGE

DININGGARAGE

LOWER LEVEL

9,800

7,75

0

9,800

7,75

0

190 3,420 190 6,00090

1090 3,420 90

1090

90 3,130 90400

90

90 3,130 90 2,000 9061090 3,610 90

90 1,00090

1,00090

950 90 2,700 90 3,610 90

90 3,130 90 960 90640 90

920 90 3,610 90

3,310 6,490

9016

090

3,12

090

510

903,

510

9090

3,72

090

3,51

090

90160

9011

090

2,48

090

2,15

090

902,

480

9095

090

1,11

090

901,

830

9056

090

2,15

090

903,

620

901,

010

9045

04,

810

902,

400

BED 1BATHBED 2

BED 3

ENSUITE

UPPER LEVEL

WD WD

WD

BRACING & DIMENSIONS PLANS



SHEET No.

7DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

25° ROOFPITCH

FALL

FALL

FALLFALL

300mm O/H

300mm O/H

300mm O/H300mm O/H

ROOFING:CORRUGATED LONGRUNCOLORSTEEL ENDURAINSTALLED ON 70x45 PURLINS@760mm crs. MAX.

HIP

HIP

HIP

HIP HIP

RIDGE

RID

GE

RID

GE

VALLEY

VALLEY

HIP

G

G

D D

H

H

F

F

C C

B B

A A

E

E

DP

UPPER LEVEL

DP

DP

NOTE:RAFTERS STRUCTUREFOR LOWER LEVEL ROOFS

10° ROOFPITCH

37° ROOFPITCH

OUTLINE OF WALLFRAMING ABOWE

ROOFING:CORRUGATED LONGRUNCOLORSTEEL ENDURAINSTALLED ON 70x45 PURLINS@760mm crs. MAX.

100mm O/H

100mm O/H

100mm O/H

FALL

FALL

G

G

D D

H

H

F

F

C C

B B

A A

E

E

VELUX FCM3030 SKYLIGHT

LOWER LEVEL

DP

DP

RUN LOWER ROOFTO THE WALL

ROOF STRUCTURE PLAN

190x45 TIMBER RAFTERS@600 crs. MAX

140x45 TIMBER RAFTERS@600 crs. MAX

SB: 2/190x45VELUX FCM 3030

REFERTO MANU. INFO

ROOF PLANS



SHEET No.

8DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

LOWER = 19.30

UPPER = 21.98

300 CANTILEVERFLOOREB:

EB:

A-A

LOUNGE GARAGECUP'D

BED 1BATHBED 2 WDEB:(BEYOND)

POSI-STRUT PS25@ 400 crs MAXFLOOR JOISTS(240max HT)

LOWER = 19.30

UPPER = 21.98

2,68

0 FL

TO

FL

BED 1WD WD

DINING WC GARAGE

EB:

EB:

B-B

EB:(BEYOND)

LOWER = 19.30

UPPER = 21.98

300 CANTILEVER JOIST

C-C

EB:(BEYOND)

SB: 2/140x45(BEYOND)

CUP'D GARAGEDINING

LOWER = 19.30

UPPER = 21.98

D-D

KITCHEN GARAGE

BED 3

190x45 TIMBERRAFTERS @600 crs. MAX


VELUX FCM 3030REFER TO MANU. INFO



SHEET No.

9DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

LOWER = 19.30

UPPER = 21.98

E-E

EB:EB:

BED 2BED 3 WD

KITCHEN LOUNGEDINING

LOWER = 19.30

UPPER = 21.98

700EB:

BATHCUP'D

LOUNGEDINING

F-F


VELUX FCM 3030REFER TO MANU. INFO

POSI-STRUT PS 25@ 400 crs MAXFLOOR JOISTS(240max HT)

LOWER = 19.30

UPPER = 21.982,

680

FL T

O F

L

2,27

2 A

PPR

OX

(2,0

0m M

IN H

T)

2,09

6 A

PPR

OX

(2.0

0m M

IN H

T)

G-G

SB: 2/190x45

CUP'D CUP'DWC

WDCUP'D190x45 TIMBERRAFTERS @600 crs. MAX

LOWER = 19.30

UPPER = 21.98

PACK AS REQ'DTO LINE UP CEILING

EB:(BEYOND)

GARAGE

EB:

EB:

EB:(LINTEL)

BED 1ENSUITE

H-H




SHEET No.

10DRAFTSTART DATE

FINISH DATE

REV. DATE14/05/2018

07/11/2016

8635




CODEP19N1:100

1,10

0BD

RY

2,00

0M

AX H

EIG

HT

950

1,10

0

SLOPE FENCE TO FOLLOWGROUND CONTOURS

1,05

0

15,100 BDRY

2,00

0M

AX H

EIG

HT

2,50

075

01,

750

SLOPE FENCE TO FOLLOWGROUND CONTOURS

5,0003,200

3,500300

3,200

2,400

PERGOLAREFER LANDSCAPE/PLANTING PLAN FOR LOCATIONS

NB. SIZES MAY BE ADJUSTED TO SUIT ON-SITE CONDITIONS AND ADJACENT LANDSCAPING

ELEVATION OF FENCE ADJACENT TO 25 HINAU STREET

ELEVATION OF FENCE ADJACENT TO 21 HINAU STREET

draft proposed residential development 23 hinau … · deck deck lfl. = 19.30 lfl. = 19.30 access...

Documents