PITOITOI DRIVE RIVERHEAD POINT DRIVEdvqlxo2m2q99q.cloudfront.net/000_clients/49500/file/lot-3-riverhead... · 24.01 86°38' 38.67 86°37' 1 7. 2 1 6 8 ° 4 2 ' 1 7. 1 6 1 6 8

WIENEKE

Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT

Building Consent

1 14Page No. No. of Pages

Drawing Issue:

Location PLan

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:500

NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.

Client:

Project:

T 09 424 0088

E [email protected]

A 1B Polarity Rise, Silverdale 0944

AUCKLAND

Long Term Design LTD

GENERATION HOMES

PO

HU

TU

KA

WA

PA

RA

DE

JESSIE RISE

RIVERHEAD POINT DRIVE

PITOITOI DRIVE

TH

E L

AN

DIN

G

PROPOSED SITELOT 3 DP 463525

WIENEKE


Building Consent


Drawing Issue:

Site Plan

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:100


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

N

38,598

4,952 24,420 10,386

5,548

2,3

50

6,8

44 10

,550

8,876

2,9

30

7,2

80

6,8

45

2,3

50

6,4

20

8,2

78 2

50

3,0

14

10

0

1,1

00

4,890

22.305

21.400

70.70 m220.36 m2

engineer designed timber retaining wallarea of 1:2 controlshown hatched

Silt fence

22.57

22.63

22.70

22.29

21.97

21.33

22.38

21.08

22.06

22.03

20.67

21.20

21.79

20.63

21.80

21.47

22.01

21.89

20.87

21.43

21.1821.27

21.33

22.0

0

22.0

0

23.0

0

1200ø stormwater line 6-6.5m deep

21.0

4

172°30'

36.7

9

181°59'

35.7

0

179°15'

18.26

104°18'

3.31

104°18' 15.81

86°38'

24.01

86°38'

38.67

86°37'

17

.22

168

°42'

17.1

6

168°42'

30.6

8

172°30'

17.0

917

2°3

0'

17.0

4

172°30'

Platform level = 22.000FFL = 22.355

Lot 4

762m²

Lot 5

662m²

outdoor living6m x 10m

3m side yard

1m side yard

5m f

ron

t ya

rd

Proposed 1.8m high fence to BDY

R0.2

Sewergrinderpump

SW conn. to be cutto be min.1m awayfrom foundations

Concrete Driveway

LOT 3 SITE COVERAGE669m2

Actual Site Coverage, including portico & porch butexcluding eaves <1m wide: 220.83m2 = 33%

LOT 3 IMPERVIOUS SURFACES669 x 50% = 334.5m² maxActual Impervious Surfaces =House, including eaves: 253.5m²Driveway, excluding paths <1m wide: 68.7m²TOTAL IMPERVIOUS = 322.2m2

COMPLIES

RC Required for:- 1:2 control plane- breach of impermeable area under 4.1 of the unitary plan

CLADDING NOTE:Weatherboard FFL to ground: 225mmWeatherboard FFL to paving: 150mm

Brick rebate level to ground: 100mmBrick rebate level to paving: 25mm

See cladding details

Lot 3 DP 463525Area = 669m²

CUTFILL

Lot 4

762m²

exis

t. S

W d

rain

exis

t. SS

dra

in

CP

approx. fall 1:12.2

exist. batter bank22.5

0

21.5

0

21.0

0

R0.5

gas meter

ST

proposedwater meter

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

Channel drain along toe of batterdischarging to a silt trap duringconstruction. Use channel drain to form aclear water diversion for water enteringsite and Warratars and cloth silt fencebehind the silt trap all to ARC guidelines

Max. CUT depth = 0.3mMax. FILL depth = 0.6m

COMPLIES

EARTHWORKS DEPTHS

5,166

22.00DATUMSWMHLL 21.82Inv 15.39

LOT 3 EARTHWORKS

TOPSOIL EXCAVATION385m2 x 0.2m = 77.0m3

CUT141m2 x 0.1m x 0.5 = 7.05m3

FILL275m2 x 0.8m x 0.5 = 110.0m3

TOTAL194.05m3

Maximum Cut & Fill Volume = 200m3

EARTHWORKS VOLUMES

Notes

ContoursContour Interval is 0.5mLevels are in terms of LINZ Datum (SWMH)Contours as per developer's As Built plans: to be checked on site

House LocationLocation of house to be confirmed by client on site with site supervisorprior to building setout

Building platform level may vary to make best use of cut & fill

DrainageAll stormwater and sewer drainage to be laid min. 1m away fromhouse

Exposure Zone: Zone CDurability of all fixings to comply with NZBC B2/AS1 and NZS 3604(2011) section 4. Steel connections to be as follows:EXPOSED ie. Open to the weather or < 600mm above ground level,and below a 45° line drawn from the lower edge of a projectingweathertight structure. Material is washed by direct or wind blown rain.Use 304 Stainless Steel. "Fabricated brackets" shall be made frommin. 5mm thick mild hot-dip galv. steel.SHELTERED ie. Open to the air but not rain, and above a 45° linedrawn from the lower edge of a projecting weathertight structure.Material is not washed by direct or wind blown rain, but may be subjectto wind blown salts. (<7000mm2 per m2 ventilation and >600mmabove ground level) Use Hot - Dip Galvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain, groundmoisture or wind blown corrosive salts. (Including Roof Spaces withClosed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).

3613

Vehicle Crossing

tap

tap

WIENEKE


Building Consent


Drawing Issue:

Site Drainage & Landscaping

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:100


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

1,8

00

Silt fence

22.03

Sewergrinderpump

ORGUnderTAP

100Ø

65Ø

100Ø65Ø

65Ø

65Ø

65Ø

65Ø

65Ø65Ø

TV65Ø

100Ø SS drain under slab

DP80Ø

SW conn. to be cutto be min.1m awayfrom foundations

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

BDYKIT

exis

t. S

W d

rain

exis

t. SS

dra

in

conduit in slab for powerand water to island

100Ø SW drain

100Ø SW drain

CP

ST

100 dia. Novaflowdrain behind

Retaining walldraining to silt trap

proposedwater meter

Channel drain along toe of batterdischarging to a silt trap duringconstruction. Use channel drain to form aclear water diversion for water enteringsite and Warratars and cloth silt fencebehind the silt trap all to ARC guidelines

IP

tap

DATUMSWMHLL 21.82Inv 15.39

All Stormwater and Sewer Drainage To Be LaidMinimum 1m Away From House where possible

NOTE: Plumbing System is as per NZS/AS 3500 standards

MINIMUM GRADIENT OF DISCHARGE PIPES.1:20 for 32mm diameter pipes and under.1:40 for 65mm diameter pipes and under.1:60 for 100mm diameter pipes and under.

SITE DRAINAGE PLAN 1:100

All Stormwater and Sewer Drainage To Be Laid clear ofslab thickening and foundation piles where possible.

tap

tap

70.70 m220.36 m2

engineer designed timber retaining wallarea of 1:2 controlshown hatched

Concrete Driveway

Mowing Strip

Brick Letter Box

Selected Tree

Selected Shrub

Clothesline

1.8m Timber Fence,Alternate Pailings

Kerbing

Bark Gardens

Grass Lawn

Concrete Terrace / Driveway1:25 MIN. fall away from building.

LANDSCAPING KEY

Vehicle Crossing

WIENEKE


Building Consent


Drawing Issue:

Floor Plan

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:50


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMESG81

G6

GARAGE DOOR4,800 x 2,100

2/6

10

G6

G93

G93

G50 S

P

G9 G9G9 OS

G6

G6

GED2

710710

810

G6

G6

G6 O

S

810

810

760

2/610

810

G10 OG5

760

2/6

10

G5

610

610

810

710

710

610

610

610

610

2/6

10

G6G6

810

AB

CD

s

90

3,2

50

90

1,0

90

90

2,3

60

5,1

50

90

90

1,5

80

70

1,6

00

90

1,0

90

90

2,2

90

70

2,5

70

90

2,4

90

90

90

1,1

30

90

1,4

10

90

53

090

1,0

90

90

3,5

60

90

90

1,1

30

90

2,0

30

90

4,7

40

90

73

01,2

20

7,0

40

1,3

70

2,5

80

12

,940

90

3,2

50

90

550

70

1,1

10

90

4,2

90

90

90

2,0

60

3,7

40

90

4,2

90

90

90

3,6

00

70

95

09

03

,360

90

90

1,4

50

70

1,4

80

70

1,5

50

90

2,6

60

90

90

6,0

00

90

1,3

70

6,1

80

70

02,1

10

2,5

80

12

,94

0

90 5,820 90 2,000 90 1,800 90 4,300 90 4,710 90 1,400 90 3,430 90

90 5,820 90 3,200 70 530 90 1,270 90 1,470 70 1,490 70 1,290 90 3,350 90 4,920 90

90 5,820 90 2,879 70 851 90 1,270 90 3,030 70 6,220 90 1,500 90 1,840 90

90 550 70 3,180 90 1,270 90 2,100 90 3,320 70 550 70 3,120 90 3,430 90

5,910 5,340 9,410 3,520

24,180

8,000 1,890 4,390 4,890 1,490 3,520

24,180

LB

W 1

,83

5

LB

W 3

,51

0

LB

W 2

,47

5

310 1,690

1,845

1,9

10

31

0

2,0

65

X X

Y

Y

Rinnai HWgas unit

brick veneer cladding to125x125 Senton post in Bowmac

BS179 bracket in engineerdesigned concrete footing

joist hanger 165x95fully nailed

ST

BEDROOM 2BEDROOM 3

BEDROOM 4

BEDROOM 1

GARAGE

BATH

KITCHEN

WC

E/SWR

DINING

ENTRY

FAMILY

LDY

LIVING

WR

hob fridgewalloven

sink

ST

SCULLERY

ST

WR

WIR

1.4X1.0mtiled

wc

1675x750

1200 v

anity

1.0x1.0tiled

2700 ceiling

tubdryeroverw/m

(Area over framing: 209.95m2)Area over brick: 217.71m2

Porch Area: 4.99m2

Total Area: 222.70m2

LIN

WR

bulk

he

ad

L3: Fixing type G2/240x45

L2:

Fix

ing t

ype G

2/2

40x45

Fixing type F2/90x45


Fix

ing type F

2/9

0x45


Fix

ing t

ype G

2/1

40x45

Fixing type G2/190x45

Fix

ing type E

2/9

0x45

Fix

ing type E

2/9

0x45

Fix

ing type E

2/9

0x45




Fixing type E2/90x45

L1: FB25M (Flitch Beam)

Fix

ing type E

2/9

0x45

Fix

ing type E

2/9

0x45

Fixing type E2/90x45

L5: 2/1

90x45




A1-BL1-H-0.8 A2-BL1-H-0.8

B1-GS1-N-0.4 B2-GS1-N-1.6 B3-GS1-N-0.4 B4-GS1-N-1.4

C1-GS1-N-0.4

E1-GS1-N-1.6

E2-GS1-N-1.2

E3-GS1-N-1.6

E5-EP1-0.6

M1-G

S1-N

-1.0

M2-G

S1-N

-2.4

M3-G

S1-N

-1.0

N1-G

S1-N

-1.3

N2-G

S1-N

-0.7

N3-G

S1-N

-2.0

O1-G

S1-N

-2.2

O2-G

S1-N

-1.2

P2-G

S1-N

-1.8

P2-G

S1-N

-0.8

Q1-G

S1-N

-0.8

Q3-G

S1-N

-0.8

Q4-G

S1-N

-0.4

Q5-G

S1-N

-0.4

R1-E

P1-0

.6R

2-G

S1-N

-2.2

R3-G

S1-N

-0.4

E4-GS1-N-0.8

D1-GS1-N-1.2

D2-GS1-N-1.2

Q2-G

S1-N

-0.8

B

A

C

D

E

M N O P Q R

80ØDP

80ØDP

80ØDP

80ØDP

80ØDP

80ØDP

80ØDP

FFL 22.355

1211

0411

1311

1311

1311

1311

1411

1411

1511

15a11

1511

15a11

1812

2112

2012

2212

2512

2912

3412

2012

3713

TIMBER FRAMING -In accordance with NZS3604:2011All Structural Timber grades to be SG8 unless notedotherwise.

2.4m high ext walls: 90x45 H1.2 Boron studs @ 600mm crs.2.4 high internal load-bearing walls: 90x45 H1.2 Boron studs@ 600 crs.

Internal non load-bearing walls to be 90 x 45 @ 600 c/c or 70x 45 @ 600 c/c as indicated on plans.

(Bathroom Wall Framing) Internal wall frames forming theperimeter and inside the perimeter of bathrooms to be 90 x 45H1.2 Boron studs @ 600mm crs

NOTE: H1.2 Bottom Plates NOTE: H1.2 Window & DoorJambs

NOTE: Where external studs @ 600 c/c use 'Dan Band'Polypropylene Tape @ 300mm crs to restrain wall underlayfrom bulging into the cavity

Expandable foam air seals with backing rods to all externaldoors & windows

STUD TO TOP PLATE FIXING= Fixing Type 'B' unless noted otherwise

LINTEL FIXING= As noted, see page 14 for detail

Bottom Plate Fixing Details:Lumberlok bottom plate fixing anchors@ 900crs max. Complies with clause 7.5.12.2 NZS3604:2011

EXPOSURE ZONE : ZONE CDurability of all fixings to comply with NZBC B2/AS1 and NZS3604 (2011) section 4. Steel connections to be as follows:EXPOSED ie. Open to the weather or < 600mm aboveground level, and below a 45° line drawn from the lower edgeof a projecting weathertight structure. Material is washed bydirect or wind blown rain. Use 304 Stainless Steel."Fabricated brackets" shall be made from min. 5mm thick mildhot-dip galv. steel.SHELTERED ie. Open to the air but not rain, and above a 45°line drawn from the lower edge of a projecting weathertightstructure. Material is not washed by direct or wind blown rain,but may be subject to wind blown salts. (<7000mm2 per m2ventilation and >600mm above ground level) Use Hot - DipGalvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain,ground moisture or wind blown corrosive salts. (IncludingRoof Spaces with Closed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).

NOTE: Plumbing System is as per AS/NZS 3500

Brick ties 85mm in length to be placed- within 200 around openings- within the top 2 mortar joints- within the bottom 3 mortar joints- in the bottom course where a bond breaker has been used- elsewhere approx. 5 per m² of wall

NOG NOTE: Additional Noggings must be installed at Framestage for Towel rails, Wardrobe shelving, Shelves, Gas Units& bottles etc. An additional row of nogs are to be installed @1750mm above FFL in the Kitchen for the wall mountedcabinets only. Refer Kitchen plan

TILE NOTE: Where tiled floor occurs over a slab sawcut.Construct tile control joint using flexible coloured sealant.

FLOOR PLAN NOTES:

Smoke alarm installed in accordance with F7/AS1

WIND ZONE IS HIGH

DS = Double under stud

90mm thick un-insulated wall.

90mm thick R2.2 insulated wall.

70mm thick un-insulated wall.

KEY:

INSULATION

Glazing is <30% of wall area therefore schedule method used.

Req. Achieved ROOF: Use R3.2 Batts R2.9 R3.1WALLS: Use R2.2 Batts R1.9 R1.9FLOOR: Use Ribraft slab R1.3 2.74 GLAZING:All Dbl R0.26SKYLIGHTS: NA

2/9

0x45

extractor fan ductedthrough eave



dryer fan ductedthrough eave

C.L.

C.L

.

dataswitchboardmeterbox

CSCS

CS

CS

CS

CS

HT

R

HTR

refer to client signed manufacturers plan

s

s

ceilingacces

2/1

40x45

DS DS

DS

6kN uplift DS

6kN uplift DS

810

760410

410

810

810

OFFICE

1400 vanity

C2-GS1-N-1.5

C3-GS1-N-0.8

tap

tap

CS

WIENEKE


Building Consent


Drawing Issue:

Foundation PLan

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:50


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

120 5,910 5,340 9,410 120 3,400 120

6,030 5,340 9,530 3,520

24,420

61

012

01,1

00

12

07,0

40

12

01,2

50

12

02,4

60

61

01,2

20

7,2

80

1,3

70

2,4

60

12

,94

0

120 7,880 120 1,770 120 4,390 4,890 1,490 120 3,400 120

8,000 1,890 4,510 4,890 1,610 3,520

24,420

1,2

50

120

6,1

80

120

580

120

1,9

90

120

2,2

80

180

1,2

50

6,4

20

70

02,1

10

2,4

60

12

,94

0

2,0

20

2,4

90

5,790 300 3,685 300 1,005 300 9,290 3,640

720 4,800 garage door rebate 2,480

22,556

25,109

450 1,500

1,725

1,7

20

450

1,9

45

1,8

00

5,8

00

100 7,710

1,000 10,950

2,4

60

1,0

00

1,000 2,640

21

01,4

10

SL

AB

TH

ICK

EN

ING

SL

AB

TH

ICK

EN

ING

SL

AB

TH

ICK

EN

ING

SC

SC

SC

SC SC

SC

SC

SC

SC

SC

SC

Showerrebate50mm

Showerrebate50mm

1511

15a11

1511

15a11

0711

0811

0611

EXPOSURE ZONE : ZONE CDurability of all fixings to comply with NZBC B2/AS1 and NZS3604 (2011) section 4. Steel connections to be as follows:EXPOSED ie. Open to the weather or < 600mm above groundlevel, and below a 45° line drawn from the lower edge of aprojecting weathertight structure. Material is washed by direct orwind blown rain. Use 304 Stainless Steel. "Fabricated brackets"shall be made from min. 5mm thick mild hot-dip galv. steel.SHELTERED ie. Open to the air but not rain, and above a 45°line drawn from the lower edge of a projecting weathertightstructure. Material is not washed by direct or wind blown rain,but may be subject to wind blown salts. (<7000mm2 per m2ventilation and >600mm above ground level) Use Hot - DipGalvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain, groundmoisture or wind blown corrosive salts. (Including Roof Spaceswith Closed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).

DRAINAGEPlumbing system as per NZS/AS3500. See SiteDrainage plan for plumbing layout: pipes omitted fromthis plan for clarity

TILE NOTEWhere tiled floor occurs over a slab saw cut, constructthe control joint using flexible coloured sealant.

EXPANSIVE SOILS:Class M: Moderately expansive

CONCRETE:25MPa

ENGINEER:Garry Peters: 021 229 662

DAMP PROOF MEMBRANE:Polythene 0.25m

Engineer to Inspect preparedbuilding platform & raft floor slabprior to concrete pour & issue aproducer statement PS-4construction review.

CHECK ALL DIMENSIONSAGAINST FLOOR PLAN, ANYDISCREPANCIES TO BE VERIFIEDBY DESIGNER.

1211

C.L

.

C.L.

no rebate no

re

bate

no

reb

ate

no r

eb

ate

no

re

bate

no rebate

conduit in slab for powerand water to island

FFL 22.355

DS

NOTE: pods cut downunder shower shower rebate

to maintain concrete thickness

NOTE: pods cut downunder shower shower rebate

to maintain concrete thickness

WIENEKE


Building Consent


Drawing Issue:

Pod Map

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:50


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

1,100

1,1

00

300

600

1,100

290 810

31

0

1,100

490

1,1

00

1,100 810 290

49

0

31

079

0

1,100

1,020

1,1

00

44

0

1,0201,100

46

0

1,100390 710

815

810 2901,100

1,0

18

73

037

0

730

370

1,0

70

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 12 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1

1 1 1

1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 13

1 1 1 1 1 1 1 1

1 1 1

1 1 1

2 2 2 3

4

5 6 6 6 67

8

9 10 11

14 15 16

17 18 15 19

20 20 21

15

22 23

Pod Layout

1100 x 1100 x 220 thick polystyrene panels100mm wide ribs between200mm wide ribs where saw cuts300mm wide concrete to perimeterSlab thickenings as dimensioned on Foundation Plan

13

13

13

13

17 17 17

23 23 23 23 23 23

WIENEKE


Building Consent


Drawing Issue:

Elevations

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:100, 1:124.9843


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

BUILDING ENVELOPE RISK MATRIX

Elevation A

Risk Factor Risk Severity Risk Score

Wind zone (per NZS 3604) High risk 1

Number of storeys Low risk 0

Roof/wall intersection design Low 0

Eaves width High risk 2

Envelope complexity Medium risk 1

Deck design Low risk 0

Total Risk Score: 4

naturalgroundline

Colorsteel fascia with125 OG gutter with

internal brackets

Metro metal tile roofing

double glazedaluminium joinery

timber bevel backweatherboard

ELEVATION A

3m+4

5° (C

omplies)

3m+45° (C

omplies)

40a13

0111

0511

1912

2212

2512

2812

2912

1111

+22,355

1 Ground Floor

+22,355

1 Ground Floor


Elevation B








Total Risk Score: 4

timber retaining wall naturalgroundline

ELEVATION B

3.0m Side Yard

1.8

m h

igh B

DY

fence

Boundary 3m

+45° (Com

plies)

Bound

ary 3m

+45° (

Com

plies)

2:1 control (breaches)3613

3813

41a/b13

+22,355

1 Ground Floor

+22,355

1 Ground Floor


Elevation C






Envelope complexity Low risk 0


Total Risk Score: 3

naturalgroundline

Rinnai HWgas unitELEVATION C

3m+45

° (C

omplies)

3m+45° (C

omplies)

0211

1612

1712

1812

2712

2612

3212

2812

3112

3012

+22,355

1 Ground Floor

+22,355

1 Ground Floor


Elevation D








Total Risk Score: 4

naturalgroundline

ELEVATION D

3.0m Side Yard

1.8

m h

igh B

DY

fence

3m+4

5° (C

omplies)

3m+45° (C

omplies)

40a/b13

+22,355

1 Ground Floor

+22,355

1 Ground Floor

G10 Ox3 (G5x2, G93) G50 SPx9 (G6x8, G6 OS) G81x3 (G9x2, G9 OS) G93 GED2

535

615

1,1

20

1,0

15

2,1

35

828 827

1,815

655

40

1,4

40

2,1

35

520

640

730

40

1,3

65

2,1

35

635

715

990

40

1,1

05

2,1

35

815

895

2,1

35

678 678

1,515

820

1,3

15

2,1

35

9301,725

2,815

790

40

1,3

05

2,1

35

400 860 400

1,660

750

1,3

85

2,1

35

45°

45°

NOTES:- Window Dimensions are for Window Openings (trim size)- 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 bathrooms / WC to be obscure- Expandable foam air seals with backing rods to all external doors and windows- H1.2 boron window & door jambs- Safety glass to NZS 4223: 1999 Part 3 as required 0 - denotes windows with obscure glazing S - Denotes windows with safety glazing- all windows fixed into brick unless stated otherwise

WINDOW SCHEDULE 1:100

WB2xWB 1xWB, 5xWB/brick WB

WIENEKE


Building Consent


Drawing Issue:

Roof Plan

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:50


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

400 5,310 600 5,340 600 8,810 400 3,120 400

5,710 6,540 9,210 3,520

200

130

600

620

600

3,5

20

3,5

20

600

770

600

1,9

80

250

330

1,2

20

4,1

20

4,1

20

1,3

70

2,2

30

13,5

40

25,180

400 7,600 400 5,680 600 2,445 2,445 600 890 400 3,120 400

8,000 6,080 3,045 3,045 1,290 3,520

25,180

200

770

600

3,0

90

3,0

90

600

2,8

10

1,9

80

250

970

3,6

90

3,6

90

2,8

10

2,2

30

5,4

15

5,4

15

1,4

05

5,0

95

3,520 400

400 8,000

13,5

40

600

4,8

15

4,8

15

600

End truss top cord dropped 90mmto support 90 x 45outriggers @ 900 c/c with90 x 45 flying rafters

Additional layer ofbitumus based

building wrap to roofspace side of truss

End tru

ssto

p c

ord

dro

pped 9

0m

mto

support

90 x

45

outr

iggers

@ 9

00 c

/c w

ith

90 x

45 fly

ing r

afters

Additio

nal la

yer

of

bitum

us b

ased

build

ing w

rap to r

oof

space s

ide o

f tr

uss

End tru

ss top c

ord

dro

pped 9

0m

mto

support

90 x

45

outr

iggers

@ 9

00 c

/c w

ith

90 x

45 fly

ing r

afters

Additio

nal la

yer

of

bitum

us b

ased

build

ing w

rap to r

oof

space s

ide o

f tr

uss

End t

russ t

op c

ord

dro

pped 9

0m

mto

support

90 x

45

outr

iggers

@ 9

00 c

/c w

ith

90 x

45 fly

ing r

afters

Additio

nal la

yer

of

bitum

us b

ased

build

ing w

rap t

o r

oof

space s

ide o

f tr

uss

Note to truss designer:trusses in shaded area to beboxed out to have 2.7m high ceiling

End t

russ d

ropped 9

0m

mto

support

90 x

45

outr

iggers

@ 9

00 c

/c w

ith

90 x

45 fly

ing r

afters

Additio

nal la

yer

of

bitum

us b

ased

build

ing w

rap to r

oof

space s

ide o

f tr

uss

Note: Gable trusses designedto take wall cladding

WIND ZONE IS HIGHroof area- above bedroom 1 and ensuite = 32.2m2

- above rest of the house = 225.1m2

- total roof area = 257.3roof cladding: Metro metal tiles

2.7m highceiling

2.4m highflat soffit

GT1

J1B

H1

H1J

1

J2C

R1

J2

R2

R2A

J1A

J2B

R1A

J2A

R2A

R2

EN

1

T1

T1

T1

T1

T1

T2A

T2

T2A

R3

H2

H3

TR

1

R4

R5

TR

2

T3

ET

1

T4A

T4

T4

T4A

T4B

T4B

T4B

T4B

T4B

T4A

ET

2

ET3

T5

T5

GT2

V1

V2

EN

2

T6

T6

T6

T6

V3

LB

W

LB

W

LB

WDownpipes:To NZBC E1/AS1 table 580Ø mm PVC DownpipesCalc:257.3 / 70 = 3.68(8 provided, therefore Complies)

80ØDP

80ØDP

80ØDP

80ØDP

80ØDP

80ØDP

80ØDP

25° Metro Metal Tile on 50 x 50 Battens@ 400 ctrs on Self Supporting Buildingpaper on Trusses @ 900 ctrs to Manuf.Specs.

NOTES- All gable end walls to have additional layer of bitumus based building wrap to roof space side of truss- Under no circumstances shall the back of the gutter be cut down- Refer to Buildable layouts truss design.- Underside of truss 2455mm AFFl- 305 Soffit Drop- Roof bracing in accordance with 3604:2011- Roof plan diagonal brace or hip or valley rafter per 50m² of roof area- Colorsteel 180mm Fascia with 125 OG gutter with internal brackets and 600mm wide 4.5mm James Hardie Silkline to soffits. Paint finish to uPVC downpipes

REFER TO TRUSS LAYOUT ANDCODES FROM GANGNAIL APPROVEDTRUSS MANUFACTURER AT TIME OF

CONSTRUCTIONT

1

V4

25°

25°

25

°25

°

25

°25

°

25°

25°25°

1011

0911

39a/b

13

40a13

0311




dryer fan ductedthrough eave

Steel Strap Roof Brace

Steel Strap Roof Brace

ceilingacces

1,4

05

4,4

95

600

WIENEKE


Building Consent


Drawing Issue:

Sections

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:50


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

2,4

55

400

400

2,4

55

400400

2,1

35

2,1

35

2.7m ceiling trusses stopped to suit

Bed 1Kitchen/Dinning/FamilyGarage Office Entry Living WR

Trusses as per manufacturer's design

0611

0811

2313

SECTION X

+22,355

1 Ground Floor

+22,355

1 Ground Floor

2,7

55

600

300

2,4

55

2,4

55 Rinnai HW

gas unitFamily Dinning Kitchen Hall Bedroom 3

Trusses as per manufacturer's design

25°

25°

Glazing is <30% of wall area therefore schedule method used.

Req. Achieved ROOF: Use R3.2 Batts R2.9 R3.1WALLS: Use R2.2 Batts R1.9 R1.9FLOOR: Use Ribraft slab R1.3 2.74 GLAZING:All Dbl R0.26SKYLIGHTS: NA

INSULATIONWalls:

70 Series Brick Veneer on 50mm cavity fixed in strict accordance with themanufacturer's specifications, over breather type wall underlay

180 timber bevelback weatherboards on cavity over breather type wallunderlay

WIND ZONE IS HIGH

EXPOSURE ZONE : ZONE CDurability of all fixings to comply with NZBC B2/AS1 and NZS 3604(2011) section 4. Steel connections to be as followed:EXPOSED ie. Open to the weather or < 600mm above ground level.Material is washed by direct or wind blown rain. Use 304 or 316 StainlessSteel.SHELTERED ie. Open to the air but not rain. Material is not washed bydirect or wind blown rain, but may be subject to wind blown salts.(<7000mm2 per m2 ventilation and >600mm above ground level) UseHot - Dip Galvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain, ground moistureor wind blown corrosive salts. (Including Roof Spaces with Closed Eaves)Use standard Mild Steel products.Veneer Ties to be Galv 470 g/m2Brick Lintels to be Galv 600 g/m2

Brick ties 85mm in length to be placed- Refer Brick Spec for size of brick tie to be used.- within 200 around openings- within the top 2 mortar joints- within the bottom 3 mortar joints- in the bottom course where a bond breaker has been used- elsewhere approx. 5 per m² of wall

WINDOW NOTES:Expandable Foam Air Seals with Backing Rods to all External Doors andWindows.

Lintel Trim Height = 2,135.

FRAMING NOGS:Additional Noggings must be installed at Frame stage for Towel rails,Wardrobe shelving, Shelves, Gas Units & bottles etc. An additional row ofnogs are to be installed @ 1750mm above FFL in the Kitchen for the wallmounted cabinets only. Refer Kitchen plan.

Plumbing System is as per NZS/AS 3500 standard.

Bottom Plate Fixing Details:Complies with clause 7.5.12.2 NZS 3604:2011.Concrete raft Slab: Lumberlok bottom plate fixing anchors @ 900crsmax

VENT RANGEHOOD/EXTRACT TO EXTERIOR EAVE OF BUILDINGWITH PROPRIETARY VERMIN-PROOF & WEATHERPROOF GRILLE.

RAFT SLAB85mm 25MPa concrete on 220 deep pods on 50mm sand blinding.

CEILING13 mm Plasterboard on 75 x 35 proprietary metal ceiling battens @ 600 ctrs.Stopped to level 4 paint finish.Fibreglass Batts Insulation R2.2 to house only. (Excludes garage).

FASCIAColoursteel 180mm Fascia with 125 OG gutter with internal bracket and600mm wide 4.5mm James Hardie Silkline to soffits. Paint finish to uPVC downpipes.

ROOFMetro "Shake" Metal Tiles on 50 x 40 battens @ 370crs with 1/90x3.15 gunnail (0.8 kN) connection on roof underlay supported on wire netting on pre-fabricated timber trusses @ 900 crs. R3.2 Batts to ceiling.

All Timber grades to be SG8 unless noted otherwise.

NOTE: All gable end walls to have additional layer of bitumus basedbuilding wrap to roof space side of truss

WALL STUDS:In accordance with NZS3604:2011.Single or Upper: 2.4m Exterior Walls to be 90 x 45 H1.2 Boron studs @600mm crsInterior Walls to be 70/90 x 45 H1.2 Boron studs @ 600mm crs(Unless labelled otherwise for load bearing walls on plan)

NOTE: 'Dan Band' Polypropylene Tape @ 300mmcrs to restrain BuildingPaper from bulging into the Brick Veneer Cavity.

TILE NOTE: Where tiled floor occurs over a slab sawcut. Construct tilecontrol joint using flexible coloured sealant.

0911

1011

0211

SECTION Y

+22,355

1 Ground Floor

+22,355

1 Ground Floor

WIENEKE


Building Consent


Drawing Issue:

Electrical Plan

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:50


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMESG81

G6

GARAGE DOOR4,800 x 2,100

2/6

10

G6

G93

G93

G50 S

P

G9 G9G9 OS

G6

G6

GED2

710710

810

G6

G6

G6 O

S

810

810

760

2/610

810

G10 OG5

760

2/6

10

G5

610

610

810

710

710

610

610

610

610

2/6

10

G6G6

810

as

bh

ak

PL

ex.

gb

d

2d

ap

as

as

as

ap

ak

'Infinity' hotwater system

Gas bayonet

Ceiling extractor fan

Exterior power point

Wall switch

PIR sensor

Owners Own Light

Ceiling light - recessed

Gas continious hot water

Ceiling light

2 way wall switch

Pantry light

Door bell

Single socket outlet

Exterior hose tap

Heated towel railhtr

12.5kw heater

Security Alarm sensor

Security Alarm Keypad

Double socket outlet

tv TV ariel outlet

ph Phone jack point

Halogen pendant light

s Smoke alarm

Meter board

ht

Dimmer switch

F

Wall light

Fan Light on Timer

ELECTRICAL

Dimmer switch - 2 way

2

Ceiling light - halogen

tv

ph

2

2

(for garagedoor opener)

tv ph

tvph

s

s

Security Alarm panic button

ph

ph

2

2

2

2

2

2

htr

htrhtr

810

760410

410

810

810

WIENEKE


Building Consent


Drawing Issue:

Details

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:10, 1:2, 1:5


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

185mm Ali-Jamb jamb & headliner.(Modify head liner to suit.)

310

310

355

50

220

85

100

120

50

305

220

85

305

300

50

220

85

305

100

50

50

50

75

400

1200

345

205

20 5

0

50

220

85

2,1

35

20

305

305

125

600

2,1

35 L

inte

l T

rim

Heig

ht

125

120

100

2,4

55

50

220

85

305

595

125

305

90 50 70

490 200

Metrotile

Tile batten

Underlay lapped overbattens and fascia at eaves

Metrotile

Tile batten

Underlay lapped over battens andfascia at eaves

Underlay lapped over battens andfascia at eaves

Tile batten

Metrotile

2/290x45

Brick ties every thirdcourse alternatearound post

90x90 G8 H5 post onBowmac BS28bracket.

Provide weepholes at the base

450 x 450 pad600mm below CGL

4/HD12 vert. barswith 230mm hook

R10 stirrups @ 300 c/c

2/140 x 45 seated 45mmon 90 x 90 post

2/140 x 45 seated on 90 x90 post (one fully seatedon post)

04. BEAM TO POST CONNECTIONS 1:10

Galv. steel shet bracestrap with 6 x 30mm x3.15Ø Lumberlok nails perend (6.0kN achieved)

Galv. steel shet bracestrap with 6 x 30mm x3.15Ø Lumberlok nails perend (6.0kN achieved)

12. STRUCTURAL COLUMNBRICK VENEER PLANS 1:10

06. PERIMETER FOOTING WITH REBATE 1:10

Typical 300 wide x 305 high rib-raft edge beam

G.L.

Paved 25mm minUnpaved 100mm min. FFL

3/HD 12R6 @ 600 c/c

SE62 mesh

R6 @ 600 c/c

50mm thick sand blinding

07. SLAB THICKENING 1:10

SE62 mesh

3/HD12R6 @ 600 c/c

08. TYPICAL INTERMEDIATE RIB 1:10

SE62 mesh

HD 12 each rib

Multi grip

DPM

05. GARAGE LINTELFIXING 1:10

200PFC

350x80x6 Endplate

5mm fillet welding

3x90x45

M12 @ 1000 c/c

11. STRUCTURAL COLUMNBRICK VENEER SECTION 1:10

125x125 Senton post

Bowmac BS179 bracketfixed with 2/M12 bolt

FFL

CGL

Paving level

690x450 footing 600mm belowCGL with 4/H12 vert bars &R10 stirrups @ 300 c/c. 75mmcover all round. Typ. 3 places

Automatic garage dooropening.

20mm step sloping down to50mm below Garage FFL.

70 Series brick veneerbeyond.

01. GARAGE DETAIL 1:10

All cut edges of LOSP timberto be sealed and paintedbefore installation

2512

25°

140x35 ribbon plate.

James Hardie 4.5mmSilkline soffit lining with PVCjointers.

Garg

ae d

oor

trim

Min. overhang at closest

point of the tile 50mm

soffit d

rop

L1: 200PFC with two understudsand one trimmer stud each end

02. BRICK SILL/ REBATE & WINDOW/ EAVE DETAIL 1:10

1/4 Round external colorsteel gutter on180mm continuous colorsteel fascia.

100mm deep x 120mm widebrick rebate with Flintcote orsimilar.

70 Series brick veneer

James Hardie 4.5mm Silkline soffit liningwith PVC jointers.

Trusstoe cut

G.L.

DPM

soffit d

rop

25°

75mm GIB cove toall living areas &55mm GIB cove toall other areas.

35mm Nail up metalceiling battens with13mm GIB standardceilings.

60mm Single bevelMUF, 60mm singlebevelFJ Pine to allwet areas.

40mm Single bevelMUF to all doors &windows, 40mmsingle bevelFJ Pineto all wet areas.



320 high rib-raft edge beamrefer engineers details

Paved 25mm minUnpaved 100mm min. FFL

1612

1711

1812



1/4 Round external colorsteel gutter on180mm continuous colorsteel fascia.

Trusstoe cut

soffit d

rop

25°

James Hardie 4.5mm Silkline soffit liningwith PVC jointers.

35mm Nail up metalceiling battens with13mm GIB standardceilings.

75mm GIB cove toall living areas &55mm GIB cove toall other areas.

03. BULKHEAD DETAIL 1:10

25mm thick timber headcapping to garage door onpacker to suit.

TILE NOTES:Where tiled floor occurs over a slab saw cut. Construct tilecontrol joint using flexible coloured sealant.Ardex Superflex waterproofing membrane under floor tilesin wet areas and in tiled shower cubical floor & walls.Ardex Superflex WPS to bath & basin surround that aretiled in wet areas.

Tile adhesive

2mm. Flexible Grout

10mm. GIB Aqualine

shower tiles fall to wasteFloor tile

CONCRETE FLOORCONCRETE FLOOR

Timber framed wall.

15. TILED SHOWER BASE DETAIL 1:2

50mm Rebate inconcrete floor

50mm Rebate inconcrete slab.

Selected screed toform fall to waste.

NOTE: Ensure slab depth to showeris maintained under shower recess.(i.e. recess pods or solid fill.)

NOTE: Ensure slab depth to showeris maintained under shower recess.(i.e. recess pods or solid fill.)

Tile adhesive

2mm. Flexible Grout

10mm. GIB Aqualine

Floor tile

CONCRETE FLOORCONCRETE FLOOR

Ardex Superflex internal membrane

Timber framed wall.

25x5mm Saw Cutin concrete slab.

14a. TILED FLOOR / SAW CUT DETAILTO BATH & ENSUITE 1:2

Ardex Superflex waterproofing in shower

Taped corner joint (or silicone)

Chrome tile capping withgood silicone bead to wall

Fall floor to FWG.

15a. TILED SHOWER BASE DETAIL 1:2

Ardex Superflex internalmembrane

Ardex Superflexinternal membrane.

Ardex Superflex waterproofingin shower

CONCRETE FLOOR

13. TILED FLOOR / WALL JUNCTIONTO WC, LAUNDRY & ENTRY 1:2

25x5mm Saw Cut in concrete slab.

Timber framed wall.

Tile adhesive

2mm. Flexible Grout

10mm. GIB Aqualine

Floor tile

CONCRETE FLOOR

Taped corner joint (or silicone)

Chrome tile capping withgood silicone bead to wall

14. TILED FLOOR / WALL JUNCTIONTO BATH & ENSUITE 1:2

13a. TILED FLOOR / SAW CUT DETAIL TOWC, LAUNDRY & ENTRY 1:2

15 0

145

50m

m m

in

50

50mm min

250mm min. gutter width*

50

180

20

Fixing through upstand

Tile battens

Barrel or Vee ridge

Min. cover of ridgetile 35mm at anypoint

Valley boards 25x150mm

Valley tray

Metrotile

Underlay separating valleyboard and valley tray

Tile batten

Valley tile turned down

into valley tray

25mm min. thick valley boards

cut and supported between

rafters/truss. Top of valley

boards flush with top of

rafters/trussroofing underlay supported on wire netting

roofing underlaysupported on wire netting

Note:*Minimum width of valley tray may reduce to 160mm

providing roof catchment area is 16m² or less

09. METROTILE VALLEY GUTTER DETAIL 1:5 10. METROTILE ROOF RIDGE DETAIL 1:5

WIENEKE


Building Consent


Drawing Issue:

Details

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:5


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

5m

m m

in.

Malthoid flashing with dripextended 200mm each side ofwindow.

Flat packers to support unit

1-2mm gap.15mm min cover to brick.

200mm wide Malthoid flashingclout fixed or stapled over buildingwrap

Flat packers to support Ali-Jambjamb liner at 600mm crs.

15mm min cover to brick.

185mm Ali-Jamb jamb & head liner.

200mm wide Malthoid flashingclout fixed or stapled over buildingwrap

5m

m M

in.

25

100

100

120

70 50 90

210

50 70

120

50 m

in

.

15

30

12mm

Wall underlay

4.5mm SilklineSoffit Lining

Internal lining

Soffit bearer

Brick veneer cladding

3mm ventilation gap

Provide vent holesevery third perpend ofsecond course fromthe top

Base board to finish 50mm min below

floor level (and 175mm above finished

ground level or 100mm above paving)

Weatherboard fixed to timber packing

block. Packing to be fixed through

WANZ bar to foundation and to have

castleations to front

Timber bevelback weatherboard,50mm cladding cover to head flashingupstand, 15mm drip edge to cavityclosure

Cavity closure

Wall underlay turned into framingreveal, flexible flashing tape at corners

Wall underlay flap lapped over flashing

Head flashing by joinery manufacturer

with 15° slope and 20mm stop-end to

extend 20mm min beyond outer edge

of jamb, facing or scriber

Aluminium joinery profile

50mm min cladding cover toflashing upstand

Air seal over backing rod

Architrave or grooved liner

cavity batten

Line of timber scriber

Internal lining

7.5mm

Tilting fillet where required for support

Packing and window supportbrackets as required

10mm min cover

Internal lining

Timber scriberextending to undersideof head facing (windowhead)

5mm gap toweatherboard optional

10mm min flangecover to weatherboard

Aluminium joineryprofile

Line of head flashingextending to outeredge of jamb facings

Continuous vertical20mm H1.2 boron jambpacker to end of sill tray


Architrave or slimlinedetail

cavity batten

7.5mm

Timber bevelbackweatherboard

Wall underlay turnedinto framing reveals andtaped at corners

Packing and windowsupport brackets as

required

Timber bevelback weatherboard

DPC

Wall underlay

Base board to finish 50mm min below

floor level (and 175mm above finished

ground level or 100mm above paving)

Concrete floor slab

Cavity closer

Timber bevelback base board

225mm from slab surface to natural

ground (150mm to paving)

Cavity batten

Internal lining


Wall underlay

Timber 42 x 18mm eaves mould with

weathergroove - fit tight to soffit lining

Soffit lining

Internal lining

Soffit bearer

Timber cavity batten - close off top ofcavity from soffit space

Roof cladding and underlay todesigners specification

soaker (dashed) or backflashing tomitre with tight mitred corner


Wall underlay continuous around

corner

Flashing with 10mm returns to both

edges, or soaker to front face

Timber cavity batten

Timber fillet backing to suit, fixedover sealant to timberweatherboard

Flexible flashing tape adheringaround pipe and onto wallunderlay (100mm lap to underlayand 25mm to pipe)

Flange to protect sealant fromexposure to sunlight

Sealant with backing

rod


Wall underlay


Where possible, provideoutwards fall to pipework for

water run-off

Solid backing around pipepenetration

Air seal all around

Air seal all around

Timber cavity battenPipe with 5° slope

Wall underlay

Timber tilting fillet

Concrete floor slab

Wall underlay continuous aroundcorner

40 - 75mm (50mm minrecommended)

Maintain 6mm gap betweenflashing and weatherboard (sealends of boards)

Metal flashing


Timber bevelback weatherboardTimber pre-cut

66 x 18mm transition scriber

Masonry veneer

Masonry veneer cavity

Keep ends of weatherboardback 12mm from masonry

Aluminium joinery profile, flange toprovide 10mm min cover toweatherboard

Internal liningTimber bevelback weatherboard

Wall underlay turned into framing

reveals, flexible flashing tape to sill

trimmer, turn up 100mm at trimming

stud and 50mm onto face of wrap


Architrave or slimline detail

Packing and window supportbrackets as required

Timber scriber

cavity batten

7.5 - 10mm

Wall underlay

Packing cut to suit

DPC flashing

Water resistant 'Air Seal'with backing rod toperimeter of trim cavity.

90 x 45 H3.1 Framing withBreather Type Building Paper over

Flexible flashing tape

4.5mm Silkline Soffit Lining

Head seal

10mm Interior GIB wall lining.

R2.2 Wall insulation.

H3 Treated timber jambs.

Building wrap folded intoopening & fixed to framingusing approved fixings.

Tekton universal building wrapfolded into opening & fixed toframing using approved fixings.

Brick Veneer Sill Flat packers to support unit.

Keep drainagepassage clear

Sill 15 degree min. slopeoverhang 30 - 50 mm

Vent every third perpend

Tekton universal building wrap overframing - support with polyproplyenetape straps @ 300mm crs.

Protecto Wrap Flashing System selfadhesive overlays installed tomanufactures spect. over timberframing & trimming members full widthof opening wrap - lap 200mm up jamb.

10mm Interior GIB wall lining.

R2.2 Wall insulation.

H3 Treated timber jambs.

Water resistant 'Air Seal' with backingrod to perimeter of trim cavity.

20x20 kickout batten

18. WINDOW JAMB DETAIL 1:5

Protecto Wrap Flashing System. Selfadhesive overlays installed tomanufactures spec over timber framing& trimming members full width ofopening. Lap 200mm up jambs.


Air seal

19. DOOR SILL DETAIL 1:5

DPC under liner

Brick Veneer Sill. 5.0° fallaway from building. Weepholes every third perpend

Flat packers to support unit.

NOTE:Sill sealing method for flangeend type drainage systems

5m

m m

in

Keep drainagepassage clear

Aluminium Support Bar with8 guage screws min. 50mm crslong @ 400crs into Slab

Tile to sill at FFL withaluminium edge.

Line of architrave.

Slab edge.

Concrete / Paving.

Unprotected Ground.


Sloping fillet to base of cavity

3x Coats of Flintcote

70mm Brick Veneer

Flat packers to support unit.

15mm min cover to brick

22. DOOR JAMB DETAIL 1:5

Aluminium Door

Water resistant 'Air Seal'with backing rod toperimeter of trim cavity.

200mm minturn-up to

flexible flashing

H3.1 jamb packers

23. TYPICAL WINDOW OPENINGFLASHING DETAIL NTS

Flexible sill flashing full widthof opening over wrap

50 mmmin lap

Building wrap turned into openingover framing

Cavity 50mm

Flexible sealant toperimeter of hole

Pipe penetration tobe sealed with tapeto building wrap

70mm brick

Pipe to slope down to theoutside

24. PIPE PENETRATION THROUGHBRICK CLADDING 1:5

26. BRICK SOFFIT DETAIL 1:5

70 Brick veneer

BT building paper

Insulation

Interior lining

Brick veneer tiesevery 350mm ctrs vert.as per monier spec.

Note: Additional stud atinternal corners whenless than 600mm.

70 Brick veneer

BT building paper

Insulation

Interior lining

Brick veneer tiesevery 350mm ctrs vert.as per monier spec.

Aluminium Window

31. BASE OF WALL UNDER FULL HEIGHT WINDOW 1:5

28. WEATHERBOARD WINDOW HEAD 1:5

5m

m m

in

29. WEATHERBOARD WINDOW JAMB 1:5

30. BASE OF WALL 1:5

27. FLAT SOFFIT DETAIL. Scale 1:5

34. MITRED EXTERNAL CORNER. Scale 1:5

33. WEATHERBOARD PIPE PENETRATION 1:5

35. WEATHERBOARD/MASONRY VENEER INTERNALCORNER JUNCTION 1:5

32. WEATHERBOARD WINDOW SILL 1:5

25. GARAGE DOOR JAMB DETAIL 1:5

Protecto Wrap Flashing Systemself adhesive overlays installedto manufactures spect. overtimber framing & folded up DPC- lap 200mm up jambs.


Air seal over continuous backing rod.

17. WINDOW SILL DETAIL 1:5

200mm wide Malthoid flashing,clout fixed over BT building paper

50mm Ventilated Cavity

16. WINDOW HEAD DETAIL 1:5

20. BRICK INTERNAL CORNER 1:5

21. BRICK EXTERNAL CORNER 1:5

WIENEKE


Building Consent


Drawing Issue:

Details

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:20, 1:5


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

200

400

no fine scoria backfill

Novacoil to cesspit

20MPA concrete100mm slump

50mm RS

70x35framedup shelf

45 x 45 timber blocktrimmed to suit 2º fall

6.5mm Villaboard on70x35 timber framing

area to be fully sealed

jack studs

BATH

2º fall

ceramic tiles specifiedadhesive and grouted

10mm Aqualine fixedonto wall frameNOT TO SCALE

37. TILED SHELF TOBATH DETAIL NTS

Ardex Superflex to 2.0m highabove FFL from top of bath rim

on water resistant surface

36. ENGINEER DESIGNEDRETAINING WALL 1:20

1

20 Retaining Height

Embedment

Pole Retaining wall including Boundary Retaining Wall

Retaining Height Embedment pole Dia (mm) Spacing Auger hole Dia 0.2 1.2m 150 SED H5 1.2m 0.4m0.5 1.2m 150 SED H5 1.2m 0.4m

TILE NOTES:Where tiled floor occurs over a slab saw cut. Construct tile control joint usingflexible coloured sealant.Ardex Superflex waterproofing membrane under floor tiles in wet areas andin tiled shower cubical floor & walls.Ardex Superflex to bath surround and walls 2.0m AFFL in wet areas.

Metrotile

Batten

Underlay

Batten

Standard Barge85mm

20

70

305

75

5

70mm plastered brick veneer

Tilting fillet where required for support

Timber bevelbackweatherboard

Timber bead

180mm colorsteel

fascia

Eaves lining

90x45 ceiling joists at 900crs

2/140x45

Stop end flashing

Underlay overfirst batten

Tile batten

Wall cladding

Building paper

The turn-up

MetrotileShake

Apron Flashing

(Side Flashing)

Underlay carried up face

of framing behind upstand

flashing

Support nog

Minimum upstand of

verge tile 40mm

Minimum cover of over-

flashing 35mm

Building wrap lapped over flashingTimber bevelback Weatherboard

Timber bevelback base board

Timber Bevelback cavity batten

Cavity closure with 15mm drip edge to weatherboard

38. WEATHERBOARD ABOVE BRICKCLADDING JUNCTION DETAIL. 1:5

End structural truss

dropped 90mm to support

90 x 45 outriggers @ 900

c/c with 90 x 45 fly rafters

Batten

Outrigger

roofing underlay

supported on wire netting

Flying rafter

Flashing

2455

frame down from gable truss

with 90x45 to soffit height

weatherboard 20mm overhang

Stop end flashing

* Where cladding manufacturer requires more than

75mm of apron upstand under cladding, cladding

supplier to supply and install over flashing to suite

their requirements.

For details refer to cladding manufacturer.

Note: Cladding not to project lower than the

5mm step in the apron flashing

41b. CLADDING TO ROOF JUNCTION DETAIL. Scale 1:541a. CLADDING TO ROOF JUNCTION DETAIL. Scale 1:5

120

soffit lining to be fixedinto weathergroove

weatherboard packed tooverlap brick veneer

packed to suit

40a. BARGE WITH TIMBER WEATHERBOARD 1:5

40b. BARGE WITH TIMBER WEATHERBOARD 1:5

WIENEKE


Building Consent


Drawing Issue:

Connections

-

Johanna Hinton

@ A1

Date:

Scale:

Job No:

Drawn by:

5/02/2014

1:0.6410, 1:0.6583, 1:67.7886, 1:59.0699


Client:

Project:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Documents

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