a2 layout master layoutdvqlxo2m2q99q.cloudfront.net/000_clients/49500/... · 12/12/2013 · @ a2...

© THIS PLAN IS THE PROPERTY OF GENERATIONHOMES LTD. AND MUST NOT BE COPIED NOR USEDBY ANY THIRD PARTY WITHOUT CONSENT OF COMPANY

PROPOSED RESIDENCE FOR:

ChambersLot 325 DP 465179Crn of Ridgedale Road/ Percy GreensMILLWATER

Rev. Marino

Generation Homes Rodney

T 09 424 0088

E [email protected]

A 1B Polarity Rise, Silverdale 0944

AUCKLAND

Long Term Design LTD

CHAMBERS

Lot 325 DP 46517957 Ridgedale RdMILLWATER

Building consent

01 18Page No. No. of Pages

Drawing Issue:

Location Plan

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

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 Generation Homes Ltd.

Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino

© THIS PLAN IS THE PROPERTYOF GENERATION HOMES LTD.AND MUST NOT BE COPIED NORUSED BY ANY THIRD PARTYWITHOUT CONSENT OFCOMPANY

N

LOT 325

PERCY GREENS

CHAMBERS


Building consent


Drawing Issue:

Site Plan

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:100


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


N

5,474

5,033

2,2

29

5,515

2,3

79 6,047

4,976 18,475 5,559

5,8

565

,84

5

11,3

65

27.305

26.500

26.700

19.2 m2

28.0 m2

29.5 m2

50.5 m2

20.4 m2

gas meter

E1 control

Rinnai gas unit

engineer designed timber retaining wallwith safety barrier where over 1.0m high

SS BDY KIT

Silt fence

2:1 excavation breach(shown hatched)

retaining wall to be outsideof easement area of bank(drainage included)

IMPERVIOUS SURFACES654 x 50% = 327m² maxActual Impervious Surfaces =House, including eaves: 263.13m²Driveway, excluding paths <1m wide: 40.02m²Patios: 13.70m²TOTAL IMPERVIOUS = 316.85m2 48.5%COMPLIES UNDER DISTRICT PLAN

25m2 max. under Unitary Plan316.85m2 - 25m2 = 291.85m2 breachDOES NOT COMPLY UNDER THE UNITRARY PLAN

RC Required for:- Breaching max. earthworks excavation- Breaching 1:2 excavation plane (south)- Breaching 6m front yard setbacks- Breaching impervious area under the Unitary Plan 4.14 stormwater management- vehicle crossing within defined road boundary

tap

Vehicle Crossing

tap

SITE COVERAGE654 x 35% = 228.9m² maxActual Site Coverage, including portico &porch but excluding eaves <1m wide:228.9m2 = 35%COMPLIES

CP

DP80Ø

ST

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

tap

proposedwater meter

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

Keystone Compac IV

34kg/ block

sewergrinderpump

SSCONSSCON

TREE

TREE

26.63

SWMH

28.32

SWMH

SWMH

LL25.64

CP

CP

BOB

27.72

PEG 223

PEG 127

77°34'

23.98

37°0

8' 7

.78

359°4

0'

91°11'

25.01

91°11'

4.00

0°0

8'

6.3

2

180°1

0'

6.9

1

175°3

8'

13.2

5

26

26

27

27

28

29

30

31

SWCONN

14. 4

8

FILLCUT

Platform 27.000FFL 27.355

PROPOSED RESIDENCELot 325 DP 461906

654m2

R1.2

R0.5

R0.5

R0.5

26.5

R0.86m front yard

6m

fr ont y

ar d

1m side yard

3m

si d

e y

ar d

ST

CP

R0.2

ST

batter bank 1:2.5 max. grade

DATUM

DP80Ø

DP80Ø

32/33

12

approx. fall 1:6

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

easem

ent b

oundary

easem

ent boundary

Exposed PebbleConcrete Driveway

Timber Deck

Exposed PebbleConcrete Patio & Path

Notes

Wind zone is high

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 sitesupervisor prior 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 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° linedrawn from the lower edge of a projecting weathertight structure.Material is not washed by direct or wind blown rain, but may besubject to wind blown salts. (<7000mm2 per m2 ventilation and >600mm above 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 Spaceswith Closed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).

TOPSOIL EXCAVATION346.7m2 x 0.2m = 69.34m3

CUT275m2 x 1.0m x 0.5 = 137.5m3

FILL188m2 x 1.0m x 0.5 = 94m3

TOTAL215.84m3

EARTHWORKS

Max. CUT depth = 1.2mMax. FILL depth = 0.8m

EARTHWORKS VOLUMES

EARTHWORKS DEPTHS

DOES NOT COMPLY

Maximum Cut & Fill Volume = 200m3

28

27.5

CHAMBERS


Building consent


Drawing Issue:

Site Drainage

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:100


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


2,125

SS BDY KIT

Silt fence

tap ta

p

tap over ORG

CP

100Ø

uP

VC

private

S/S

dra

in u

nder

sla

b

100 dia. Novaflowdrain behindRetaining walldraining to silt trap

pre

ssuris

ed S/S

pipe

ST

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

tap

proposedwater meter

confirm loaction of point withclient signed manufacturers plan

100Ø65Ø

100Ø

65Ø

65Ø

65Ø 65Ø

65Ø

65Ø

65Ø

IP

sewergrinderpump

SWMH

28.32

SWMH

SWMH

LL25.64

CP

CP

SWCONN

TV 65Ø

ST

100 dia. Novaflowdrain behind

Retaining walldraining to silt trap

CP

ST

DATUM

DP80Ø

DP80Ø

conduit in slab for powerand water to island

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

100Ø SW drain

100Ø SW drain

All Stormwater and Sewer Drainage To BeLaid Minimum 1m Away From House wherepossible

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

CHAMBERS


Building consent


Drawing Issue:

Site Landscaping

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:100


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


28.0 m2

29.5 m2

50.5 m2

20.4 m2

Vehicle Crossing

26

26

27

27

28

29

29

30

31

26.5

Exposed PebbleConcrete Driveway

Timber Deck

Exposed PebbleConcrete Patio & Path

Grass Lawn

Clothesline

Kerbing

Mowing Strip

1.8m Timber Fence,Alternate Pailings

Brick Letter Box

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

Bark Gardens

LANDSCAPING KEY

Selected Tree

Selected Shrub

28

27.5

CHAMBERS


Building consent


Drawing Issue:

Floor Plan

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:50, 1:1


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


G9

G5

G8 G8

G1

0O

G3

8O

SG

9 O

SG

9G

9

G93SP3

860

760

860

2 / 6

10

410

760

SP

1

760

2 / 5

60

860

2 / 5

10

860 8602 / 510

2 /

610

2 / 8

10

C/S 710

SP

2

G7

G36 G36

G8

7

G93

G9

G93

21

43

s

s

s

90

6,8

90

90

90

1,5

50

70

1,3

80

90

1,2

00

70

1,8

60

90

1,0

90

70

51

070

1,2

60

90

1,8

80

90

3,3

00

90

120 17,415 940

120 1,520 5,180 6,535 4,180 940

90 1,430 90 5,000 90 6,535 90 4,090 730

90 1,430 90 1,110 90 3,800 90 4,635 70 1,850 70 1,100 70 1,190 90 1,640 730

90 2,630 90 3,100 90 700 4,725 90 1,250 70400 90

1,10070

550 70 3,030 90

550 70

90 5,820 90 610 90 4,725 90 2,910 70 550 90 3,010 90

120 6,000 700 4,725 6,810 120

120 18,235 120

90

3,0

00

90

1,1

80

90

1,8

60

90

3,0

00

90

1,8

80

90

3,3

90

12

011

,580

3,2

70

12

014

,850

12

0

12

012

,76

512

0

6,0

00

1,7

00

5,0

65

90

5,8

20

90

1,7

00

5,0

65

90

3,6

80

90

2,0

50

90

1,7

00

3,7

90

90

1,1

85

90 2,630 90 3,800 90

90 1,110 2,520

2,03

6

2,3

51

90

1,0

95

90

70

1,3

80

90

4,2

00

90

3,3

30

90

90

3,6

80

90

65

0

90

90

65

07048

070

1,870 90 1,690

70 3,640

90 920

90 2,440

2,430 LBW

1,4

00

LB

W

84

090

70 600 70 2,970

610 90

XX

YY

gas meter

Bowmac B176

GIB Fyrelinebehind hob

Ceiling Access0.6 x 0.6

Extr

acto

r F

an

du

cte

d t

o e

ave

BEDROOM 2

BEDROOM 1

GARAGE

ST

BATH

WC

ENTRY

LDY

LIVING5.00 x 4.90m

LIN

WR

WR

E/S

KIT

CH

EN

5.82 x 5.82m

4.00 x 3.38m

3.01 x 2.93m

(Area over framing 196.1m2)Area over brick 205.0m2

Porch area 12.05m2

Total Area 217.05m2

BEDROOM 3

BEDROOM 4

WR

3.00 x 3.00m

3.00 x 2.92m

WR

ST

DINING

FAMILY

6.54 x 6.14m

0.9x1.2tiled

0.9x1.2tiled

study nook

Rin

nai 24ltr

Gas H

W U

nit

SCULLERY

therm

al bre

ak

ELEVATION KEY

Extr

acto

r F

an

du

cte

d t

o e

ave

Extractor Fanducted to eave

Fixing type F2/190 x 45

Fixing type E2/90 x 45



Fix

ing t

ype F

2/1

40 x

45

Fix

ing t

ype E

2/9

0 x

45


Fix

ing t

ype F

2/1

40 x

45

tap

tap

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

TIMBER FRAMING -In accordance withNZS3604:2011All Structural Timber grades to be SG8 unlessnoted otherwise.

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

Internal non load-bearing walls to be 90 x 45 @ 600 c/cor 70 x 45 @ 450 c/c as indicated on plans.

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

NOTE: H1.2 Bottom Plates NOTE: H1.2 Window &Door Jambs

NOTE: Where external studs @ 600 c/c use 'DanBand' Polypropylene Tape @ 300mm crs to restrainwall underlay from bulging into the cavity

TILE NOTE: Where tiled floor occurs over a slabsawcut. Construct tile control joint using flexiblecoloured sealant.

Expandable foam air seals with backing rods to allexternal doors & windows

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

LINTEL FIXING= As noted, see page 18 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 NZBCB2/AS1 and NZS 3604 (2011) section 4. Steelconnections to be as follows:EXPOSED ie. Open to the weather or < 600mmabove ground level, and below a 45° line drawnfrom the lower edge of a projecting weathertightstructure. Material is washed by direct or windblown rain. Use 304 Stainless Steel. "Fabricatedbrackets" shall be made from min. 5mm thickmild hot-dip galv. steel.SHELTERED ie. Open to the air but not rain, andabove a 45° line drawn from the lower edge of aprojecting weathertight structure. Material is notwashed by direct or wind blown rain, but may besubject to wind blown salts. (<7000mm2 per m2ventilation and >600mm above ground level) UseHot - Dip Galvanised Steel.CLOSED ie. Dry or internal spaces. Not exposedto rain, ground moisture or wind blown corrosivesalts. (Including Roof 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 beenused- elsewhere approx. 5 per m² of wall

NOG NOTE: Additional Noggings must be installed atFrame stage for Towel rails, Wardrobe shelving,Shelves, Gas Units & bottles etc. An additional row ofnogs are to be installed @ 1750mm above FFL in theKitchen for the wall mounted cabinets only. ReferKitchen plan

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

B2- GS1-N/1.05

A1- GS1-N1/0.6

B4- GS1-N/0.7

D1- GS1-1/1.2

D3- GS1-N/1.3

E1- GS1-N/2.15

E2- GS1-N/2.1

M1-

BL1-H

/0.6

M4-

GS

1-N

/1.2

N1-

GS

1-N

/0.8

N4-

GS

1-N

/1.8

O1-

GS

1-N

/2.2

5

O3-

GS

1-N

/0.9

P1-

GS

1-N

/0.8

P2-G

S1-N

/0.8

P3-

EP

1/0

.65

Fix

ing type F

2/1

90 x

45

Fix

ing type G

2/1

90 x

45

Fix

ing t

ype F

2/1

40 x

45


Fixing type H2/290 x 45

2815

2014

2114

3015

1013

3616

3716

3816

3715

3916

tap

A

B

C

E

M N O P

HTR

HT

R

900 vanity

900 vanity

16

75x7

60


Fix

ing t

ype E

2/9

0 x

45

1714

B3- GS1-N/0.5

C1- GS1-N/3.6

D

M2-

BL1-H

/0.6


M3-

GS

1-N

/1.2

N3-

GS

1-N

/2.1

O2-

GS

1-N

/2.2

cantile

vere

d t

russes

gable truss lintel

ORG

2100x4800 g

ara

ge d

oor

13a13

Fix

ing t

ype F

2/1

40 x

45

Fix

ing type F

2/1

40 x

45

2.7m recessed ceiling(coved trusses)

gashob

FFL 27.355

A2- GS1-N1/1.55

B1- GS1-N/1.05

D2- GS1-N/0.6

D4- GS1-N/1.65

N2-

GS

1-N

/1.2

5

P3-G

S1-N

/0.7

5P

4-G

S1-N

/0.7

P5-G

S1-N

/0.6

P6-G

S1-N

/0.6

DP80Ø

DP80Ø

L1: 230 PFC precamber 5mm

L2:

Fix

ing type G

2/2

40x45 H

yspan

L4:

230 P

FC

pre

cam

ber

10m

m



Fix

ing type E

2/9

0 x

45

Fix

ing type E

2/9

0 x

45

gable

tr u

ss lin

tel

DS

DS

DS

DS

DS

DS

DS1113

13b13

1914 16

14

3916

40a16

4016

40a16

4016

2/90x45 at 400c/c studs below gable

dataswitchboardmeterbox

HT

R

L3:

Fix

ing type G

2/1

90x45

2815

4217

4417

860

860

PB4- GS1-N/0.7

refer to client signedmanufacturer's plan

CHAMBERS


Building consent


Drawing Issue:

Foundation Plan

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:50, 1:1


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


6,240 700 4,485 7,050

120 5,180 6,415 120 4,180 120

15

,09

0

21,277

120 6,000 120 580 120 4,485 120 6,810 120

23,3

23

120

11,4

60

120

3,2

70

120

5,420 6,295 5,180

120

6,0

00

120

1,4

60

120

5,0

65

120

6,2

40

1,4

60

5,3

05

3,4

20

12

0

1,1

85

12

0

6,2

40

1,4

60

30

05,0

05

2,505

1,2

95

6,240 400 300 11,535

380 310

31

0

55

055

0

12

03,6

50

12

062

012

0

3,7

70

74

0

12

034

04,0

20

46

0

450 2,140 120 1,080 120

1,200

450 621 120 2,602 118

2,721

18,475

16,895

13,0

05

72

04,8

00

gara

ge

do

or

r eb

ate

72

0

5,420

5,8

50

2,2

39

4,9

15

2,365

846

535

2,3

00

5,5

30

90

0

90

01,1

90

1,200 1,970

1,200 1,380

100

1,0

00

2,125

1,093 1,157 1,157 1,093 1,246 1,308 1,308 1,308 1,245

30

04,8

85

3,800 300

120 580 120 4,905

Additional steel:HD12 each rib top 1.5m

long around perimeter

240x45 H3.2 boundary joist toentire deck. Refer to detail 08, sheet 13

SLAB THICKENING

SL

AB

TH

ICK

EN

ING

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 useing 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 Inspectprepared buildingplatform & raft floor slabprior to concrete pour &issue a producerstatement PS-4construction review.

SC

SC

SC

SC

SC

SCS

C

SC

SC

CHECK ALL DIMENSIONSAGAINST FLOOR PLAN,ANY DISCREPANSIES TOBE VERIFIED BYDESIGNER.

0312

0413

0512

FFL 27.355

SC

SC

1013

460x460 brick columns on 600x600x600deep concrete footing with, 195mm high nib,4/HD12 vertical bars & R10 stirrups at 300crs

no rebate

piles: 125x125 H5 sq senton in 400 dia. x 600 deep cone footing

2/90x45 H5 SG8 bearers

140x45 H3.2 SG8 joists @ 450 crs

140x45 H3.2 SG8 joists @ 600 crs

Showerrebate50mm

Showerrebate50mm

no rebate

no

re

ba

te

no

reb

ate

no rebate

no

reb

ate

no rebate

conduit in slab for powerand water to island

0813

0713

0613

stainless steel deck fixing

40a16

4016

4217

4417

NOTE: pods cut downunder shower shower rebate

to maintain concrete thickness

NOTE: pods cut downunder shower shower rebate

to maintain concrete thickness

CHAMBERS


Building consent


Drawing Issue:

Pod Map

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:50


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


1,100

1,1

00

98

5

1,0

15

1,100

1,1

00

1,100

935

1,015

93

5

635

1,1

00

635

1,1

00

305 795

1,1

00

64

545

5

1,100200 900

45

574

036

0

28

51,1

00

4001,10034028

51,1

00

45

5

340 1,100

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

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 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

2 2 3

4

4

5

5

5

5

5

5

5

5

5

6 6 6

7 7

8 9 9 10

11

11

11

11

12 13 13 13

14

15

15

15

16

16

16

17 18 18 18 18 19

CHAMBERS


Building consent


Drawing Issue:

Elevations

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:100, 1:124.98


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


G10O G38OS G5 G8x2

SP1 SP2

G36x2 G7 G87 G9x4, G9 OS

G93x2 SP1G93

535

615

1,1

20

1,0

15

2,1

35

715

2,1

35

827827

1,815

655

40

1,4

40

2,1

35

635

715

820

1,3

15

2,1

35

180 860180

1,460

2,1

35

1,800

985

1,1

50

2,1

35

635

715

955

40

1,1

40

2,1

35

1,0581,058

2,115

750

1,3

85

2,1

35

705 705 705

2,115

720

1,4

15

2,1

35

678678

1,515

820

1,3

15

2,1

35

9301,725

2,815

790

40

1,3

05

2,1

35

600 1,200 600

2,400

350

900

885

1,2

50

2,1

35

930 1,725

2,815

790

40

1,3

05

2,1

35

WB WB

WB WB WB/BRICK WB WB

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

Metro Metal Tiles

180mm Colorsteel fascia with125 OG gutter with internalbrackets

Sectional ribline automaticgarage door.

Bagged AustralBricks Riverviewrange 70mm brick on 50mm cavity.

Cedar bevelbackweatherboards

Double glazed aluminium joinery

keystone retaining wall deck footing

natural groundline

25°

ELEVATION 1

0913

1213

3m &

45°

(com

plies)

1:2 control (b

reaches)

3115

0212

1714

3m & 45°

(complies)

1:2 control (c

omplies)

4117

+27,355

1 FFL

+27,355

1 FFL

timber retaining wall with safetybarrier were over 1m high

keystone retaining walldeck footing

natural groundline

25°32/33

15

1:2 control (breaches)

3m & 45°

(complies)

ELEVATION 2

3115

2915

3015

2715

2615

2515

2815

+27,355

1 FFL

+27,355

1 FFL

Rinnai Gas Unit

batter bank max. 1:2.5 grade

timber retaining wallwith safety barrierwhere over 1m high

natural groundline

ELEVATION 3

25°

3m & 45°

(complies)

3m &

45°

(com

plies)

1:2 control (breaches)

32/33

15

0112

1414

1514

1614

1814

2314

1:2 control (c

omplies)

+27,355

1 FFL

+27,355

1 FFL

natural groundlinetimber retaining wall

with safety barrierwhere over 1m high

25°

ELEVATION 4

3m &

45°

(com

plies) 32/33

15

4317

+27,355

1 FFL

+27,355

1 FFL

BUILDING ENVELOPE RISK MATRIX

Elevation 1

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 risk 0

Eaves width Medium risk 1

Envelope complexity Medium risk 1

Deck design Low risk 0

Total Risk Score: 3


Elevation 2






Envelope complexity Medium risk 1


Total Risk Score: 3


Elevation 3






Envelope complexity Low risk 0


Total Risk Score: 2


Elevation 4






Envelope complexity Low risk 0


Total Risk Score: 2

CHAMBERS


Building consent


Drawing Issue:

Roof Plan

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:50


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


600 6,000 1,335 3,490 600 6,810 600

60

011

,46

060

02,7

90

60

0

600 1,930 600 2,590 2,590 600 5,335 600 2,090 2,690 220 60060

05,0

10

67

51,1

65

1,1

65

67

54,0

75

1,2

65

600

4,3

60

1,2

00

91

533

5

3,4

20

60

0

700

12

,66

03,3

90

2,530 3,190 3,190 5,335 2,690 2,690 820

1,010 7,900 3,525 8,010

5,6

10

3,6

80

5,3

40

20,445

14

,63

020,445

16

,05

0

60

01,2

50

5,9

40

6,2

85

Soffit packed down from undersideof truss bottom chord (305mm)

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

Additional layer ofbitumus basedbuilding wrap to roofspace side of truss

Soffit packed downfrom undersideof truss bottom chordto soffit level (305mm)

End tru

ss d

ropped 9

0m

mto

support

90 x

45

outr

iggers

@ 9

00 c

/c w

ith

90 x

45 f

lyin

g 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 truss dropped 90mmto support 90 x 45outriggers @ 900 c/c with90 x 45 flying rafters

Additional layer ofbitumus basedbuilding wrap to roofspace side of truss

coved truss to 2.7m ceilingbuilder to box out ceiling as required

Ceiling Access0.6 x 0.6

Ca

nti

leve

r tr

uss

es

25°

Fa

ll

Extr

acto

r F

an

du

cte

d t

o e

ave

25

° F

all

Extr

acto

r F

an

du

cte

d t

o e

ave

Extractor Fanducted to eave

tap

tap

3416

3516

3115

tap

DP80Ø

DP80Ø

DP80Ø

DP80Ø

Note:frame down under gable trusswith 90x45 (290mm) to soffit level90x45 outriggers @ 900crs

2.7m high boxed out ceiling

300mm raised porchwith flat soffit

beam

J1

DH1 H

1

TG1

J1

J1A

J1

B

J2C

R1

J2

R2

R2

A

J1C

J2A

R1

A

J2B

R2A

R2

T1B

J3

D

H2H

2

TG2

J3

J3

A

J3

B

J4C

R3

J4

R2A

R2

J3

C

J4A

R3

A

J4B

R2R

2A

T2

ET1

T3

T3

T3A

GT1

GT2

T4

R4

H3

H4

R5

J5E

H5

H6

TG

3

J5

J5A

J5B

J6

A

R6

J6

R2A

R2

J5C

T5

V1

V2

CT

1

CT

1

CT

1

CT

1

CT

2

CT

2

CT

1

T6

GT3

J7

H7

H8

TG

4

J7A

T7

T8

A

T7

V3

V4

GT4

J8AH

9

H10

J8

V5

T9

T9

A

T9

B

T1

0

ET

2

T1

T1A

T8

CT

1

V6

V7

J5C

J5D

R7R8

V8

W W W W

O

O

O

O

O

X X X X X O

O

O

W

K

O O O O O O

O

O O

O

O

X X X X X

X X X X Z

X

X

X

X

X

X

X

ZX XO

OOOOOOOO

OO

O

X

X

X

Z

Z

X

Steel Strap Roof Brace

Steel Strap Roof BraceSteel Strap Roof Brace




DP80Ø

DP80Ø

DP80Ø

DP80Ø

DP80Ø

LBW

LB

W

ET3

3115

13a13

13b13

1113

NOTES- US of truss 2455mm AFFL- 305mm Soffit drop- 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- Wind zone is high- Refer to Buildable layouts truss design.

WIND ZONE IS HIGHroof area = 263.12m2

Downpipes:To NZBC E1/AS1 table 580Ø mm PVC DownpipesCalc:263.12m2 / 70 = 3.75 (8 provided, thereforecomplies)

ROOF FRAMING FIXINGSROOF FRAMING FIXINGSROOF FRAMING FIXINGSROOF FRAMING FIXINGSMetro "Shake" Metal Tiles on 50 x 40 battens @ 370crswith 1/90x3.15 gun nail (0.8 kN) connection on roofunderlay supported on wire netting on pre-fabricated timbertrusses @ 900 crs. R3.2 Batts to ceiling.

Note:frame down under gabletrusswith 90x45 (290mm) tosoffit level90x45 ceiling rafters @900crs

25° Fall 25° Fall

25° Fall

25° Fall

25° Fall 25° Fall

Dropper

Dropper

flat soffit @ 2.4m

CHAMBERS


Building consent


Drawing Issue:

Sections

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:50


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


2,4

55

600

600

3,0

00

ENTRY FAMILY/ DININGHALL-WAY

BEDROOM 2

SECTION X0412

3516

3416

25°

25°

0512

SCULLERY

truss design as per manufacturer's plan

+27,3551 FFL

+27,3551 FFL

2,4

55

2,4

55

600

600

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

INSULATION

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, or Fortress Hex Head Screw Bolt 12mm x 150mm long @ 900crsmax with 60mm min edge set back.

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 1/4 round external gutter system and 600mmwide 4.5mm James Hardie Silkline to soffits. Paint finish to uPVC down pipes.

ROOFMetal Tiles on 50 x 50 battens @ 370crs with 1/90x3.15 gun nail (0.55 kN)connection supported on wire mesh on pre-fabricated timber trusses @ 900crs. R3.2 Batts to ceiling.

BEDROOM 1ENSUITEBEDROOM 2BATHWCBEDROOM 3

SECTION Y

1914

25°

truss design as per manufacturer's plan

+27,3551 FFL

+27,3551 FFL

Walls:

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

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.

0212

CHAMBERS


Building consent


Drawing Issue:

Blank Electrical

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:50


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


G9

G5

G8 G8

G1

0O

G3

8O

SG

9 O

SG

9G

9

G93SP3

860

760

860

2 /

610

410

760

SP

1

760

2 / 5

60

860

2 /

510

860 8602 / 510

2 / 6

10

2 / 8

10

C/S 710

SP

2

G7

G36 G36

G8

7

G93

G9

G93

as

bh

ak

PLgb

d

2d

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

Wall light

ELECTRICALDimmer switch - 2 way

2

Ceiling light - halogen

860

860

CHAMBERS


Building consent


Drawing Issue:

Details

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:10


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


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

100

100

120

220

85

50

355

300

55

220

85

50

220

85

85

600

2,1

35 L

inte

l T

rim

Heig

ht

125

120

100

2,4

55

50

220

85 20 5

0

305

2,1

35

20

305

305

125

Metrotile

Tile batten

Underlay lapped over battens andfascia at eaves

Metrotile

Tile batten

Underlay lapped overbattens and fascia at eaves

05. PERIMETER FOOTING WITH REBATE 1:10

SE72 mesh

R6 @ 600 c/c

2/HD 12DPM on 50mmthick sand blinding

SE72 mesh

HD 12 each rib DPM on 50mmthick sand blinding

3/HD 12

SE72 mesh

DPM on 50mmthick sand blinding

G.L.

Typical 300 wide x 305 high rib-raft edge beam

Paved 25mm minUnpaved 100mm min.

R6 @ 600 c/c

03. SLAB THICKENING 1:10 04. TYPICAL INTERMEDIATE RIB 1:10

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

125 OG gutter with internal brackets 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.

Min. overhang at closest

point of the tile 50mm

320 high rib-raft edge beamrefer engineers details

Automatic garage dooropening.

20mm step sloping down to50mm below Garage FFL.

70 Series brick veneerbeyond.

02. GARAGE DETAIL 1:10

All cut edges of LOSP timberto be sealed and paintedbefore installation

Paved 25mm minUnpaved 100mm min. FFL

1414

1514

1614

1714

HD 12 each rib top 1.5mlong around perimeter

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

L4: 230PFC with two understudsand one trimmer stud each end

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

CHAMBERS


Building consent


Drawing Issue:

Details

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:10


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


50

50

50

550

450

75

550

1200

550

410

90

140

190

410

550

450

timber weatherboard

2/90 x 45 H5SG8 bearer

125 H5 dia. sentonpile in 400 sq x 600deep conc footing140 x 45 SG8 H4 tapered stringer

bolted to edge beam with M12 @1.2m c/c. pack off edge beam with

12mm H3.2 packers @ 1.2m c/c

140 x 45 SG8 H3.2 joists hung offstringer and bearers @ 450 c/c withSS joist hangers

Run decking down front of end joist

refer to fixing detail on page 14

damp proof course damp proof course

L1: 230 PFC

Bowmac B176with 2/M12

L2: 2/240x45 Hyspan

top plate

double understud2/90x45

trimmer

ET2 gable truss lintel

2/190 x 45 seated on 90 x 90 post

13a. BEAM TO POST CONNECTIONS 1:10

Galv. steel sheet brace strap with6 x 30mm x 3.15Ø Lumberloknails per end (6.0kN achieved)


12. GARAGE LINTEL FIXING 1:10

L4:230PFC

350x80x6 Endplate

5mm fillet welding

3x90x45

M12 @ 1000 c/c

Brick ties every thirdcourse alternatearound post

90x90 G8 H5 post onBowmac BS28bracket.

Provide weepholes at the base

550x450 pad1200mm below CGL

4/HD12 vert. barswith 230mm hook

R10 stirrups @ 300 c/c

10. STRUCTURAL COLUMNBRICK VENEER PLANS 1:10

09. STRUCTURAL COLUMNBRICK VENEER SECTION 1:10

90x90 SG8 H4 post.

Bowmac BS28 bracketfixed with M12 bolt

FFL

CGL

Paving level

600x600 footing1200mm below CGLwith 4/H12 vert bars& R10 stirrups @ 300c/c. 75mm cover allround. Typ. 3 places

packers

06. DECK TO SLAB DETAIL 1:10

FFL 27.355

08. DECK EDGE DETAIL 1:1007. DECK TO PILE DETAIL 1:10

FFL 27.355

G.L. G.L.

11. LINTEL 1 & 2 CONNECTION 1:10

ET3 gable truss lintel


2/90 x 45 seated on 90 x 90 post

13b. BEAM TO POST CONNECTIONS 1:10


410x310 concrete nibpoured 295mm abovepaving level

CHAMBERS


Building consent


Drawing Issue:

Details

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:5


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


5m

m m

in.

Flexible flashing tape

Malthoid flashing with dripextended 200mm each side ofwindow.

200mm strip of malthoid flashing,the jamb flashings are to overlap

the sill flashing

Flat packers to support unit

15mm min cover to brick.

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

15mm min cover to brick.

185mm Ali-Jamb jamb & head liner.


the sill flashing

5m

m M

in.

25

100

100

120

50 70

120

70 50 90

210

Wall underlay

4.5mm Silkline Soffit Lining

Internal lining

Soffit bearer

Brick veneer cladding

3mm ventilation gap

Provide vent holes every thirdperpend of second course fromthe top

14. WINDOW HEAD DETAIL 1:5

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

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

BT Building Paper folded intoopening & fixed to framingusing approved fixings.

Flexible flashing tape

4.5mm Silkline Soffit Lining

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.

18. 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

3x Coats of Flintcote to 80w x 100hBrick veneer recess

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

Head seal

10mm Interior GIB wall lining.

R2.2 Wall insulation.

Protecto Wrap Flashing System selfadhesive overlays installed tomanufacture's 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.

H3 Treated timber jambs.

Tile to sill at FFL withaluminium edge.

Line of architrave.

Slab edge.

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

Concrete / Paving.

Unprotected Ground.

Line of brick rebate beyond.

20x20 kickout batten

Air seal

Cavity 40mm - 60mm40mm recommended

Flexible sealant toperimeter of hole

Pipe penetration tobe sealed with tapeto building wrap

70mm Monier Brick

Pipe to slope down to theoutside

22. PIPE PENETRATION THROUGHBRICK CLADDING 1:5

16. WINDOW JAMB DETAIL 1:5


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

200mm minturn-up to

flexible flashing

H3.1 jamb packers

24. TYPICAL WINDOW OPENING FLASHING DETAIL NTS

Flexible sill flashing full widthof opening over wrap

50 mmmin lap

Building wrap turned into openingover framing

23. BRICK SOFFIT DETAIL. 1:5

70 Brick veneer

BT building paper

Insulation

Interior lining

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

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.

17. 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.

70mm Brick Veneer

Flat packers to support unit.

15mm min cover to brick

19. DOOR JAMB DETAIL 1:5

Aluminium Door

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

15. WINDOW SILL DETAIL 1:5

150mm Strip 'Super Course',clout fixed over BT building paper

50mm Ventilated Cavity


the sill flashing

20. BRICK EXTERNAL CORNER 1:5

21. BRICK INTERNAL CORNER 1:5

CHAMBERS


Building consent


Drawing Issue:

Details

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:5, 1:20


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


Metrotile

Batten

Underlay

Batten

Standard Barge85mm

.

50 m

in

15

70

30

5

30

0

Cedar bevel back 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

Air seal over backing rod

Architrave or slimlinedetail

cavity batten

7.5mm

Cedar bevelbackweatherboard

Wall underlay turnedinto framing reveals andtaped at corners

Packing and windowsupport brackets as

required

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 frontConcrete floor slab

Cedar bevel back 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

Cedar 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

Timber transition scriber

100 x 25 uPVC flashing,70mm min. cover


Wall underlay

Timber cavity batten

50mm masonryveneer cavity 3mm min gap between

flashing & veneer

Cedar bevel backweatherboard

Timber bead

180mm colorsteel

fascia

Eaves lining

90x45 ceiling joists at 900crs

2/190x45

2/90x45

Malthoid flashing

25. WEATHERBOARD WINDOW HEAD 1:5

5m

m m

in

30. WEATHERBOARD WINDOW JAMB 1:5

26. WEATHERBOARD BASE OF WALL 1:5

27. BASE OF WALL UNDER FULLHEIGHT WINDOW 1:5

29. FLAT SOFFIT DETAIL. Scale 1:5

28. WEATHERBOARD TO BRICKVENEER Scale 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

2755

frame down from gable truss

with 90x45 to soffit height

ENTRANCE ROOF

LOUNGE PORCH

31. BARGE WITH TIMBER WEATHERBOARD 1:5

400

Scoria backfill H5 pole at 1.2 crs

20MPA concrete100mm slump

50mm RS

33. ENGINEER DESIGNEDRETAINING WALL 1:20

1

20

Retaining Height

Embedment

1

000

100 x 50 Balusters@ 1m ctrs fixed with2 M12 to Retaining wall poles

Ex 50 x 50 Balusterswith max 100 mm gaps

150 x 50 Rail

Required w

here

fall

is 1

m o

r gre

ate

rH

eig

ht =

1.0

m o

r gre

ate

r

32. TYPICAL RETAINING WALL WITHPERMANENT SAFETY BARRIER 1:20

CHAMBERS


Building consent


Drawing Issue:

Details

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:5, 1:2, 1:20


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


150

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/truss

roofing 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

34. METROTILE VALLEY GUTTER DETAIL 1:5

35. METROTILE ROOF RIDGE DETAIL 1:5

50

100

50

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

Line of Shower Manglass shower screen

CONCRETE FLOORCONCRETE FLOOR

Timber framed wall.

40. 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.)

25

25

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.

39a. 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.

40a. TILED SHOWER BASE DETAIL 1:2

Ardex Superflexinternal membrane

Ardex Superflexinternal membrane.

Ardex Superflex waterproofingin shower

CONCRETE FLOOR

38. TILED FLOOR / WALLJUNCTION TO WC1:2

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

39. TILED FLOOR / WALL JUNCTION TO BATH& ENSUITE 1:2

38a. TILED FLOOR / SAW CUTDETAIL TO WC 1:2

10

465

10

200

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 with specifiedadhesive and grouting

10mm Aqualine fixedonto wall frameNOT TO SCALE

36. TILED SHELF TOBATH DETAIL 1:20

Blocking to bath to suit

Area to be fully sealed

Ardex Superflex WPS to2.0m high above FFL

from top of bath rim onwater resistant surface

10mm GIBAqualine fixed

onto wall frame.

BATH

37. TILE OVER BATHSECTION 1:20

Ardex Superflex WPS to 2.0mhigh above FFL from top of bathrim on water resistant surface

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 surround and walls 2.0mAFFL in wet areas.

ceramic tiles withspecified adhesive and

grouting

CHAMBERS


Building consent


Drawing Issue:

Details

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:10


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


460

450

1200

460

460

75

320

320

460

450

1200

450

310

75

170

450

450

310

310









FFL

CGL


90x90 SG8 H4 post.


Paving level

packers










FFL

CGL


90x90 SG8 H4 post.


Paving level

packers


CHAMBERS


Building consent


Drawing Issue:

Connections

Johanna Hinton

@ A2

Date:

Scale:

Design:

Drawn by:

12/12/2013

1:1.12, 1:1.15, 1:100, 1:1.32, 1:1.25


Project:

Revisions:

T 09 424 0088

E [email protected]


AUCKLAND


GENERATION HOMES

Rev. Marino


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