Building Consent Plans

Page

Description

A0

Cover Page

A1

Overall Site Plan

A1.1

Site Plan - Main Dwelling

A1.2

Site Plan - Minor Dwelling

A2

Lower Floor Plan

A2.1

Upper Floor Plan

A3

Elevations A & B

A3.1

Elevations C & D

A4

Lower Bracing & Wall Fixing Plan

A4.1

Upper Bracing & Wall Fixing Plan

A5

Foundation Plan

A6

Midfloor & Lower Roof Plan

A6.1

Upper Roof Plan

Dwg No_SN Drawing Name_SD

A7

Cross Sections XX & YY

A8

Exterior Joinery Schedule

A9

Plumbing Schematic

A10

MINOR DWELLING Floor Plan

A11

MD Elevations A, B, C & D

A12

MD Bracing/Foundation/Roof Plans

A13

MD Cross Sections

D1

Roof Details

D1.1

Roof Details

D1.2

Roof Details

D2

Cladding Details

D2.1

Cladding Details

D2.2

Cladding Details

D3

Details

D3.1

Details

D3.2

Details

D3.3

Details

F1

Fixing Details

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

The DRAWING Shop Visit our web site

www.las.co.nz Cover Page Scale: 1:50 N/A @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

F2

Fixing Details

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A0

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

North pm am 12 11

1 1

11

10 9

3

Su

Winter Sun

nse 4 t

3

West

12

2

2

10

8 7

se

nri

Su

9

4

7

Summer Sun

6 7

9°

13 0"

'3

44 1m

.3

43 y Bd

0'

°2

2m

nri

92.00 0

Bd 37

Co

ns

Onsite Wastewater Disposal as per Wastewater Design, reference 042, dated 15 Oct 2017

1.5 High

98 .0 0

2' °2

Proposed Residence FFL : 100.500

5m

y

99 .0

0m 3.0

Proposed Timber Deck 33.65m²

00

"4

Ro

Bd

1.0 High

m

Proposed Conc. Patio - 59.15m² FFL : 100.350

.62

1.2 High Dp

ate

ed

pos Pro

SS

0 95.0

Line

Priv

98.00

0m

'3

° 47

20

0"

20

em

st

ic

Sy

pt

To

Se

5m 65

5.

m 10

97.00

Sy

Reserve Sanitary Sewer disposal area 400m²

y

Se

Bd

Primary Sanitary Sewer disposal area 400m²

em

st

ic

pt

To

96.00

9m

Proposed gravel driveway- 60.5m²

100.00

0

1.6

0.0

10

10

m

0

0"

Fr

'3

on

44

75 .6 12

10 0.0

Consultants reports Geotechnical report by Wedgewood Engineering Consultants, Reference 0781/10/GEO Topographical Survey by A I Bates & Associates Ltd. Reference 215300, dated Oct 2015 Truss Design by Carters, Reference LSA153, dated 14 Sep 2017 Septic System Design by Approved Wastewater Reference 042, dated 25 Aug 2016 AllStructural enclosedDesign timberby framing to be H1.2 Wilton Joubert Ltd.treated AllReference exposed timber claddings, 70767, including dated September 2017trims, bearers and cavity battens to be H3.2 treated AllSite inground timber tofrom be H5 treated contours scaled topographical survey.

Unless noted otherwise All levels to be confirmed on site Position FFL ofunless proposed residence to be set out by Use SG 8 & timber otherwise stated a registered surveyor Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

9°

ar

ard

Dp

15.0m Overland Flow path offset line

y Bd

.0

eY

tY

veway

Sid

96.0 0

Org Dp

taled Dri

m

99 .50 99.00

Resource Consent Approved Reference: LUC60304547, dated 31 Aug 2017

13

d

Ex. Me

12

Proposed Garage FFL : 99.400

97 .00

Org

Dropper

0

.8

58

0

2m

15.000m

06° 40' 00" y

0.3

00

ad

"7

.7

bl e

' 30

Approx earthworks Allowed: 1000m² or 1000m³ Actual: 320m² or 96m³ - OK

0m

34

ta

28

Lot 3 DP 387505

0

94.0

0°

90.00

0 10

0.0

07.02m Bdy

12

82.00

0

Dp

12

Overland Flow Path Scaled from GIS

0 80.0

0.0

10

Existing mature native bush

84.00

5m

88.00

.84

86.00

.00

10

Max. 1:3 Batters

Total site coverage (Impermeable) Allowed: N/A Actual: 1.26% or 290.90m² - OK

Lot 1 DP 183901

101

Dp Proposed TimberDeck

.00

Org

98

94.0

0

se

Building coverage Allowed: N/A Actual: 1.05% or 242.75m² - OK

Bd

.7

47

Existing mature native bush

5 Su

t

Lot: 02 Dp: 444726 Council: Auckland - Rodney Zoning: Rural - Rural Coastal Site Area: 23,000m² Datum: TBC

y

84

6

No correction for daylight savings

e ns

Su

" 30

East

8

5

Proposed Minor Unit FFL : 93.200

74 .00

92.00

91.00

76

.00

90.0

0

78 88.0

.00

0

80

.00

Client:

86.0

0

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

84.0 0

0'

0

82.0

30 6° 2

82.0

0

00

"9

7.9

5m

Bd

y

80.0 0

78.0

0

0

84.0

78.00

Location Map

Lot 4 DP 444726

76.00

7m .9

0"

°

0 23

'3 39

y Bd

Erosion & Sediment control notes:

2 11

Legend:

The DRAWING Shop

Geotextile & post silt fence

Visit our web site

www.las.co.nz

Stabilised entrance way

74.00

29 7°

Silt fence to comply with Auckland Council Erosion & Sediment Control Code of Practice 28

' 00 "1

03

.61

m

Bd

y

All erosion & sediment control measures are to be constructed and installed prior to building works on site commencing Silt fences are to be monitored for maintenance during construction at least once a week and after any rainfall

Overall Site Plan Scale: 1:500 @ A1, 1:1000 @ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Pipe Sizes & Gradients Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

0.

10

" 07.02m Bd

y

North pm am 12

06° 40' 00

1

m 90 0.4

101

m

7

0

m

0.0

95

10

8.1

P SW rop .

Li ne y Bd

Proposed Conc. Patio - 59.15m² FFL : 100.350

0m

nri

se

Existing mature native bush

Building coverage Allowed: N/A Actual: 1.05% or 242.75m² - OK

12

0°

28

'3

0"

70 .32 m

Total site coverage (Impermeable) Allowed: N/A Actual: 1.26% or 290.90m² - OK

Bd

0

Approx earthworks Allowed: 1000m² or 1000m³ Actual: 320m² or 96m³ - OK

99 .0

FILL Dp

"4

3.

0

5 Su

t

Lot: 02 Dp: 444726 Council: Auckland - Rodney Zoning: Rural - Rural Coastal Site Area: 23,000m² Datum: TBC

85 14 .6

ad Ro e bl

Resource Consent Approved Reference: LUC60304547, dated 31 Aug 2017 Consultants reports Geotechnical report by Wedgewood Engineering Consultants, Reference 0781/10/GEO Topographical Survey by A I Bates & Associates Ltd. Reference 215300, dated Oct 2015 Truss Design by Carters, Reference LSA153, dated 14 Sep 2017 Septic System Design by Approved Wastewater Reference 042, dated 25 Aug 2016 AllStructural enclosedDesign timberby framing to be H1.2 Wilton Joubert Ltd.treated AllReference exposed timber claddings, 70767, including dated September 2017trims, bearers and cavity battens to be H3.2 treated AllSite inground timber tofrom be H5 treated contours scaled topographical survey.

Unless noted otherwise All levels to be confirmed on site Position FFL ofunless proposed residence to be set out by Use SG 8 & timber otherwise stated a registered surveyor Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Proposed Timber Deck 33.65m²

2'

00

ta

37

°2

ns

SW to be directed to dispersal device

Lin e

Proposed Residence Lower FFL : 100.500 Upper FFL: 103.395

Cut

Co

East

8 7 6

No correction for daylight savings

e ns

FFL : 99.600

m

9

Summer Sun

Su

y

25

se

nri

Su

4

6

8.1

65

CUT

.5

10 7

90

.7

Prop Type 1 Cp

12

Winter Sun

nse 4 t

8

5

m

10

10

m

.00

West

11

9

3

Su 3

Proposed Water Tank Proposed 30,000 litre water tank water for reuse in the residence.

External pump required from tank to supply house. Backflow preventor to be supplied.

12

2

2

Existing mature native bush

Max. 1:3 Batters

11

1

Dp

Prop Cp

Proposed Conc pad for outdoor shower 1.0m²

Org

Dp

Dropper

Covered Area 4.40m²

Client:

Proposed Garage FFL : 99.415

12

m

Sid

eY

99

ard

.50

Org Dp

Ex. Met

aled Driv eway

Dp

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

99.00

to E

nk

a nt T

fflue

te S

riva

ed P

pos Pro

Proposed CP

ine SL

98.00

ar d

Location Map

Proposed gravel driveway- 60.5m²

10 m

Stable Building Platform Edge from Geotech Report

7.0

Fr

00

on

m

tY

Erosion & Sediment control notes:

100.00

Legend:

The DRAWING Shop

Geotextile & post silt fence

Visit our web site

www.las.co.nz

Stabilised entrance way

00 0.

10

Silt fence to comply with Auckland Council Erosion & Sediment Control Code of Practice All erosion & sediment control measures are to be constructed and installed prior to building works on site commencing

96.00

.0 99

Silt fences are to be monitored for maintenance during construction at least once a week and after any rainfall

0

98

.00

95.

00

00 97.

To 14m long dispersal device as per attached C21

0

93.00 92.00

91.00

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

All floor wastes must be charged

90.0

0

Type 1 - Up to 4500 (Lxm²) L = 70 (from E1 AS1) m² = 59.15 70x59.15 = 4150 - OK

89.0

0

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Pipe Sizes & Gradients 94.

0

Site Plan - Main Dwelling Scale: 1:100 @ A1, 1:200 @ A3

All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A1.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

North pm am 12 11

1 1

West

k

se

nri

Su

9

East

8 7

Summer Sun

6 7

5 Su

t

nri

e ns

Su

6

No correction for daylight savings

se

3

0

47

nk

6

Se

00

To

S

Lot: 02 Dp: 444726 Council: Auckland - Rodney Zoning: Rural - Rural Coastal Site Area: 23,000m² Datum: TBC Building coverage Allowed: N/A Actual: 1.05% or 242.75m² - OK Total site coverage (Impermeable) Allowed: N/A Actual: 1.26% or 290.90m² - OK

m

75

.6

12

94.

Approx earthworks Allowed: 1000m² or 1000m³ Actual: 320m² or 96m³ - OK

13.

880 m

m

To

Se

ic

pt

S

te ys

Resource Consent Approved Reference: LUC60304547, dated 31 Aug 2017

13.

Consultants reports Geotechnical report by Wedgewood Engineering Consultants, Reference 0781/10/GEO Topographical Survey by A I Bates & Associates Ltd. Reference 215300, dated Oct 2015 Truss Design by Carters, Reference LSA153, dated 14 Sep 2017 Septic System Design by Approved Wastewater Reference 042, dated 25 Aug 2016 AllStructural enclosedDesign timberby framing to be H1.2 Wilton Joubert Ltd.treated AllReference exposed timber claddings, 70767, including dated September 2017trims, bearers and cavity battens to be H3.2 treated AllSite inground timber tofrom be H5 treated contours scaled topographical survey.

Unless noted otherwise All levels to be confirmed on site Position FFL ofunless proposed residence to be set out by Use SG 8 & timber otherwise stated a registered surveyor Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

m

400

Dp Proposed TimberDeck 14.40m²

Cut Line

5.

ic pt

93.

0

m 55

Ta

0

m

te ys

O v de erfl vic ow e to as 8 pe m l r a on tta g d ch isp ed e C2 rsa 1 l

Ex. Water Tank

96.0 0

10 7

0

95.0

.00 97

0' °2

2 0"

0 .0

Winter Sun

nse 4 t

8

5

fl

Ef

y

Bd

m

Onsite Wastewater Disposal as per Approved Wastewater Design, reference 042, dated 15 Oct 2017

10

4

92.00

t

n ue

11

9

3

Su 3

n Ta

12

2

2

Org

Proposed Minor Unit FFL : 93.200 CUT FILL

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Location Map Erosion & Sediment control notes: Legend:

The DRAWING Shop

Geotextile & post silt fence

Visit our web site

www.las.co.nz

Stabilised entrance way Silt fence to comply with Auckland Council Erosion & Sediment Control Code of Practice All erosion & sediment control measures are to be constructed and installed prior to building works on site commencing Silt fences are to be monitored for maintenance during construction at least once a week and after any rainfall

Site Plan - Minor Dwelling Scale: 1:100 @ A1, 1:200 @ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Pipe Sizes & Gradients Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A1.2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

st

We

16780

2

1990

1

3

350

90

am

12

1

7

2

3 4

pm

6

ns

rth

No

5

Sunset

4

et

90

1900

90

2335

5935

90

190

6060

Upper Floor

12 11

90

90

10

r nte Wi un S

6070

190

3000

190

3210

190

3750

9 11

8 7

n Su er n for mm ectio ings Su No corgr ht sav

A

Su

nris

B

10

yli

da

e

9 8 7

9

4000

8 7 6 5 4

3

330

6390

6390 450

2

Upper Floor

190

1

W2 Exterior Walls - Masonry Block

1

16590

3810

3590

Timber Deck 33.65m²

Bosch 26l instant hot water 5800

L4: 390D min. x 190W Block Lintel D16 Top & HD16 Bottom.

Steel extend min. 200mm past opening & bend down min 200mm.

R6 links at 140 crs. See Detail 10/S2

Specific Design Lintels/Beams on 2/90x45 studs min. unless otherwise specified.

06/16 W11

SD

190

190

90

90 2000

90 1710

All Specific Design Lintels shall be fixed with min.

Lumberlok type G fixings unless otherwise specified.

6810

Garage

90 1000

90 1090

190

190

3000

3210

3000

3590

190 3750

Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

6390

6390

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F2 Concrete Raft Slab

1700

2090

1700

2460

3940

The DRAWING Shop Visit our web site

www.las.co.nz Lower Floor Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

Column Structure 2090

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Interior Linings

Joinery

L7, L8, L9 & L10: 390D min. x 190W Block Lintel D16 Top & D16 Bottom.

Steel extend min. 200mm past opening & bend down min 200mm.

R6 links at 140 crs. See Detail 12/S2

L10 Block Lintel 390D min as per eng design

4 Risers: Max. 180mm Treads: 320mm Inc. 20mm nosing

6010

L5: 590D min. x 190W Block Lintel D16 Top & HD16 Bottom.

Steel extend min. 200mm past opening & bend down min 200mm.

R6 links at 200 crs. See Detail 11/S2

YY A7

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Waterproofing Membrane

190

2400mm Stud Height FFL: 99.415

Exterior Stairs

Smoke detectors as per NZBC F7

ENGINEERS NOTE:

Storage

810

Garage

Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

CB

L5 Block Lintel 590D min as per eng design

W12 22/50

Interior Stairs 3 5 Risers: 180mm Treads: 280mm Incl. 20mm nosing

MB DB

Pack additional insulation around midfloor drainage & stacks to minimise any noise

Insulation

Handrail 190

4730

190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

W3 Internal Walls

2170

Wc

6 D2.2

Tap 6000

Interior Stairs 1 16 Risers: 181mm Treads: 280mm Incl. 20mm nosing Interior Stairs 2 6 Risers: 181mm Treads: 280mm Incl. 20mm nosing

190

6010

Timber Deck

22/32 W7 - Stacker

2170

2

3000

Excludes covered areas / porches

W1 Exterior Walls - Weatherboard

2170

3

760

2-3 D3

4

12/08 W10 - Obs

6 D3

Stair 2

Handrail

Wm

5

760 CSL

Laundry

2/90x45

W13 06/12

Tub

Upper Floor

190 Handrail

Tap

Up 6

11/08 W14

Soffit 4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

1640

7 D3

280.45m²

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

1450

Stair 1

600

L4 Block Lintel 390D min as per eng design

Up

Total:

F1 Midfloor

190

10

Beam Over

167.65m² 112.80m²

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

1190

Covered Area

4 D2.2

2 Studs

11

1440

Hallway

20/08 W9

2/90x45

1540

90 470 190

12/20 W8 - Slider

3 Studs

LB Wall

2/100Ø Stacks Beam Over

5 D2.2

900

XX A7

Gas bottles on conc. platform

2710

Stair 3

Up 1 2 3 4 5

Ground Floor (O/A Foundation): Upper Floor:

Timber fascia and metal spouting system with 80Ø pvc downpipes

Fascia & Spouting

FFL: 100.500

3000

Sunken Lounge FFL: 99.600

Vertical battens to extend 1.0m above upper FFL 90x45high Timber vertical as battens per Eng. (timber Design. to match Fixings cladding) as per WJL detail 11/SD2

Vent RH Kitchen designer to Exterior to confirm layout F

Up

Beam Over

SD

L7 Block Lintel 390D min as per eng design

2/90x45

2010

5 4 3 2 1

Living Beam Over

Kitchen

Scull

2/90x45

Entry

3610

3 Studs

Coats/storage

SD

R2 Longrun Roofing - Rafters 5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

Handrail

3 Studs 2/90x45 3 Studs

740

860

3 Studs

R1 Longrun Roofing - Trusses 5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

SHS

L3 250PFC as per eng design

Beam Over

Beam Over

Beam Over

2/9140x45

Dining

Breakfast bar Beam Over

1790

2/90x45

W15 11/08

W2 11/08

L6 as per eng design Use 2/190x45 SG8 with Bowmac B108 to block wall

790 1410 790x390 Block Column

2/140x45

SHS

190

90

180 1650

90x45 Timber Batten Screen W3 Timber to match vertical cladding 14/16

190 90 2190 120 90

W1 22/15

90

1610

Covered Area 4.4m²

SHS

2060

Dr

6190

L2 250PFC as per eng design

SHS

Kids Area

Raking Soffit Up

W6 - Stacker 22/40

2600mm Stud Height FFL: 100.500

1790

2.6 Stud Height (Lower) Exterior / load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 2.4 Stud Height (Upper) Exterior / load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs Upper Floor Raking Wall Up to 3.2m Stud Height Exterior / load bearing walls - 2/90x45 @ 300crs with 90x45 nogs @ 800crs

Covered Areas

W5 - Stacker 22/40

L8 Block Lintel 390D min as per eng design

1600

Wall Framing Sizes

Timber Deck over

W4 - Slider 14/20

XX A7

90

90 2200

90

2000

2180 2200

YY A7

Beam over

ELEVATION KEY

Proposed Concrete Patio 59.15m²

Beam Over

5820

6010

3720

190

1690

140

st Ea

PLP8H5-200 post

390

790x390 Block Column

180

3640

Outdoor Shower & mixer attached to post with conc. pad below

1260

5

Sunrise

6

16590

D C

180

6200

Su

14790

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Masonry Block Column as per engineers design Timber Post as per engineers design

Column Footings

7190

Concrete footings as per engineers design & details 16780

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Page No.

A2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

YY A7

A

15140

1990 Lower Outline

90

90

3800

B

90 600 90

3400

90

3400

4000

90

990

90 600 90

ELEVATION KEY

90

1630

D C

90

3400

1.0m high face fixed glass balustrade,as per manufacturer's design

10/06 W18-Obs

10

Lower Outline

99

7 7 D3 D3 Handrail 88 77 6 Handrail

90

90 1900

90 2200

90

90

4110 190

90

90 3400

3210

4290

7260

3590

4290

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

Insulation

The DRAWING Shop Visit our web site

Waterproofing Membrane

SD

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit

Joinery Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F2 Concrete Raft Slab

Lower Outline

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

Interior Stairs 1 16 Risers: 181mm Treads: 280mm Incl. 20mm nosing Smoke detectors as per NZBC F7

W3 Internal Walls Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Excludes covered areas / porches

Interior Linings

190

7260

YY A7

7170

560 90 560

90 1210 90

2800 90

1000

350

W19 Block Lintel to Eng. Design Use 590Dx190W Block Lintel D16 Top & HD16 Bottom Steel extend min. 200mm past opening & bend down min. 200mm.

R6 links @ 200crs See Detail 11/S2

20/22 W19

1900

755 12/22 W20

11

3000

90

2/190x45

1190

10/16 W17 - Obs

Vertical Cedar

280.45m²

W2 Exterior Walls - Masonry Block

Lower Outline

06/12 W16

2/90x45

Total:

F1 Midfloor

190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

90

2/140x45

50Ø Vent

167.65m² 112.80m²

W1 Exterior Walls - Weatherboard

1000

Wc

Ground Floor (O/A Foundation): Upper Floor:

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

190

2/90x45

1000 16 Dn 15 14 13 12

Bedroom 5

2170

1800 Bath

Retreat

XX A7

Soffit

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

1955

Bathroom

2/610 SL

360

Wir

wr

510

760

2-4 D3

wr

90

Timber fascia and metal spouting system with 80Ø pvc downpipes

tv

Ensuite

1.0x1.0

2800

2800

Fascia & Spouting

2/90X45

SD 2420mm Stud Height FFL: 103.395

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

Bedroom 4

2/90X45 510

3150

50Ø Vent

2-4 D3

90

760

760

2/610 SL

760 SD

90

330 Lower Outline

2/610 SL Bulkhead

2/90X45

1380

2.6 Stud Height (Lower) Exterior / load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 2.4 Stud Height (Upper) Exterior / load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs Upper Floor Raking Wall Up to 3.2m Stud Height Exterior / load bearing walls - 2/90x45 @ 300crs with 90x45 nogs @ 800crs

R2 Longrun Roofing - Rafters

90

Raking 760

900 Vanity

1000

Bedroom 3

2/90X45

760

760

2/90x45

W26 - Obs 10/08

90 1910

2/90X45

1.9x1.0 Tiled Shower Level Entry

90

2/190x45 Lower Outline

2/610 SL

1100 Tiled wall

1350 Lower Outline

W21 12/22

wr

wr

760

W25 16/27

2/190x45

90

90

2/190x45

900 Vanity

90

2/190x45

Bedroom 2

1010 90 955 90 1955 90

W22 12/22

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

350

Bedroom 1

2/90X45

3000 90 1000 190

1190

W23 12/22

3 Studs

L1 to Eng Design Use 400x90 hyONE Transom Beam. Use Lumberlok 2 multigrip inside & 130mm wide x600 long nailon plate outside to return wall both ends

3900 8360

90

7170

XX A7

Wall Framing Sizes

R1 Longrun Roofing - Trusses

1500

W24 24/32

3 Studs

2800

90

Proposed Timber Deck - 6m²

www.las.co.nz Upper Floor Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

Column Structure

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Column Footings Concrete footings as per engineers design & details

Page No.

A2.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

5

5.1

D1

D1

Prefinished longrun roofing (Trapezoidal)

Timber barge board

1 D2

Hardiflex soffit lining Vertical Shiplap Timber Weatherboards on a 20mm cavity

3 D2

Aluminium Joinery

R1 Longrun Roofing - Trusses

2

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

D1 FFL: 103.395 2

R2 Longrun Roofing - Rafters

D2 Hardiflex soffit lining 8

Stacked 20 Series Masonry Block

Stacked 20 Series Masonry Block Column

D2

100.96 FFL: 100.500

8.190m

Risk Factor

L

M

H

VH

Fascia & Spouting

Wind zone (per NZS 3604)

0

0

1

2

Timber fascia and metal spouting system with 80Ø pvc downpipes

Number of storeys

0

1

2

4

Roof/wall intersection design

0

1

3

5

Soffit

Eaves width

0

1

2

5

Envelope complexity

0

1

3

6

Deck design

0

2

4

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs Raft slab to eng. design

Concrete Patio

F1 Midfloor

140 PLPH5150 Posts

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

W1 Exterior Walls - Weatherboard

ELEVATION A

RISK MATRIX (REFER NZBC / E2) ELEVATIONS

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

W2 Exterior Walls - Masonry Block 190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

W3 Internal Walls Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Total Risk Score

6 17

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Interior Linings Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

Insulation Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

4 D1.1

FFL: 103.395

7 D2.1

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit

D2

Proposed Concrete Patio

Joinery

FFL: 100.500

6 D2.1

100.61 12.285m

FFL: 99.415 Proposed Ground Line Existing Ground Line

ELEVATION B

5 D3

Visit our web site

Waterproofing Membrane

7 90x45 Timber Batten Screen Timber to match vertical cladding

The DRAWING Shop

Existing Ground Line

Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F2 Concrete Raft Slab

www.las.co.nz Elevations A & B Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

Column Structure

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Column Footings Concrete footings as per engineers design & details

Page No.

A3

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Prefinished longrun roofing (Trapezoidal) Timber barge board Hardiflex soffit lining 3 Aluminium Joinery

D1.1

1 D1.1

FFL: 103.395 2

Vertical Shiplap Timber Weatherboards on a 20mm cavity

R1 Longrun Roofing - Trusses 5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

Stacked 20 Series Masonry Block

D1.1

Aluminium Joinery

R2 Longrun Roofing - Rafters

FFL: 100.500

100.55

Water tank 8.195m

Risk Factor

L

M

H

VH

Fascia & Spouting

Wind zone (per NZS 3604)

0

0

1

2

Timber fascia and metal spouting system with 80Ø pvc downpipes

Number of storeys

0

1

2

4

Roof/wall intersection design

0

1

3

5

Soffit

Eaves width

0

1

2

5

Envelope complexity

0

1

3

6

Deck design

0

2

4

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

FFL: 99.415

F1 Midfloor

Raft slab to eng. design

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

ELEVATION C

Existing Ground Line

RISK MATRIX (REFER NZBC / E2) ELEVATIONS

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

W1 Exterior Walls - Weatherboard Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

W2 Exterior Walls - Masonry Block 190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

W3 Internal Walls Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Total Risk Score

6 17

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Interior Linings Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

Insulation Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

2 D2.2

The DRAWING Shop Visit our web site

Waterproofing Membrane 3 D1.1

FFL: 103.395

Boundary 8

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit

Joinery

D2

Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F2 Concrete Raft Slab

FFL: 100.500

FFL: 99.415

Existing Ground Line

ELEVATION D

Elevations C & D Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists 10,845 to Bdy

www.las.co.nz

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

Column Structure

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Column Footings Concrete footings as per engineers design & details

Page No.

A3.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

M

N

O

P

Q

R

WALL FIXINGS SCHEDULE • Top plate to studs Refer to Sheet F3 - (Stud to top plate fixing schedule) for detail • Lintels to studs Refer to Sheet F3 (Lintel fixing schedule) for detail • Holddown Details Refer to Sheet F1 for panel hold downs • Brace Types Refer to Sheet F2 for brace type details

W4 - Slider Lintel fixing F

A

A1 BLK - 1 2.4

A2 BLK - 2 1.6

L2 250PFC as per eng design

3/90x3.75 nails at stud centres 3/90x3.75 nails at stud centres and appropriate bracing fixing 3/90x3.75 nails at stud centres

• Bottom Plate Fixings - Concrete Use M12 bolts & 50x50x3 washers at maximum 0.9m crs for load bearing walls.

(Refer to additional holddown details on the sheet noted above)

L3 250PFC as per eng design

• Bottom Plate Fixings - Timber Use 3/ 90x3.15mm nails @ 600crs for external & internal load bearing walls, 1/90x3.15mm nail @ 600crs for internal non load bearing walls.

(Refer to holddown details on the sheet noted above)

2/9140x45

W3 Lintel fixing F

L8 Block Lintel 390D min as per eng design

• Bottom plate to studs External walls Braced walls Internal walls

W6 - Stacker ENG lintel fixing

W5 - Stacker ENG lintel fixing

R1 BLK - 5 6.0 Vertical battens to extend 1.0m high above upper FFL as per Eng. Design. Fixings as per WJL detail 11/SD2

Lintel fixing F W8 - Slider

2/90x45 D1 BL1 - H 1.1

Up 11 10

1 9

8 7 6 5 4

2/90x45 O2 BLK-3 0.9

MB DB

CB

Lintel fixing E W10 - Obs

D2 BLK - 4 3.5

3

2

Q1 BLK - 1 1.6

2/90x45

Lintel fixing F W9

C1 BL1 - H 2.4

P1 BLK - 1 1.4

L7 Block Lintel 390D min as per C2 BLK - 3 0.8 eng design

2/140x45

L4 Block Lintel 390D min as per eng design ENG lintel fixing W7 - Stacker

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

BLK - 6 5.9

Visit our web site

www.las.co.nz

BLK - 5 6.3

L5 Block Lintel 590D min as per eng design

The DRAWING Shop

W12

Lintel fixing E W14

Wall bracing calculated for VERY HIGH WIND ZONE EARTHQUAKE 1 All loadbearing walls under midfloor - top plate fixing A All other loadbearing walls - top plate fixing B

O1 BLK-8 2.4

W2 Lintel fixing E

B1 BL1 - H 2.0

2/90x45

D

W1 Lintel fixing F

W13 Lintel fixing F

W15 Lintel fixing F

C

2/90x45 M1 BLP - H 0.9

L6 as per eng design Use 2/190x45 SG8 with Bowmac B108 to block wall

B

2/90x45 N1 BL1 - H 2.8

Ply bracing to be recessed into frame as necessary

Ceiling Diaphragm as per eng design.

Fixings to NZS3604:2011 (13.5)

Lower Bracing & Wall Fixing Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

BLK - 7 4.8

L10 Block Lintel 390D min as per eng design Lintel fixing G W11

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Wall bracing as per engineers design Wilton Joubert Ltd - Ref 70767

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A4

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

M

N

O

P

Q WALL FIXINGS SCHEDULE • Top plate to studs Refer to Sheet F3 - (Stud to top plate fixing schedule) for detail • Lintels to studs Refer to Sheet F3 (Lintel fixing schedule) for detail • Holddown Details Refer to Sheet F1 for panel hold downs • Brace Types Refer to Sheet F2 for brace type details W21 Lintel fixing F

2/190x45 A1 GS1-N 0.6 A2 GS1-N 0.6 A3 GS1-N 0.6

2/190x45 A4 GS1-N 0.6 A5 GS1-N 0.6

2/190x45 A6 GS1-N 0.6 A7 GS1-N 0.6

B3 GS1-N 2.5

Lintel fixing F

Lintel fixing F 2/90X45

Lintel fixing F

• Bottom Plate Fixings - Timber Use 3/ 90x3.15mm nails @ 600crs for external & internal load bearing walls, 1/90x3.15mm nail @ 600crs for internal non load bearing walls.

(Refer to holddown details on the sheet noted above)

Wall bracing calculated for VERY HIGH WIND ZONE EARTHQUAKE 1

2/90X45 B4 GS1-N 1.6

2/90X45 B2 GS1-N 1.4 Lintel fixing F

All loadbearing walls under midfloor - top plate fixing A All other loadbearing walls - top plate fixing B

2/90x45 Lintel fixing F W16

C1 GS1-N 1.9

2/140x45

2/90x45

Lintel fixing F W17 - Obs

Lintel fixing F W18-Obs

P1 GS1-N 2.8

C

2/90x45

W26 - Obs Lintel fixing F

2/90X45

• Bottom Plate Fixings - Concrete Use M12 bolts & 50x50x3 washers at maximum 0.9m crs for load bearing walls.

(Refer to additional holddown details on the sheet noted above)

Lintel fixing F

2/90X45

B1 GS1-N 1.0

Lintel fixing F

3/90x3.75 nails at stud centres 3/90x3.75 nails at stud centres and appropriate bracing fixing 3/90x3.75 nails at stud centres

Ply bracing to be recessed into frame as necessary

2/90X45

B

• Bottom plate to studs External walls Braced walls Internal walls Q1 GS1-N 2.8

W22 Lintel fixing F

O2 GS1-N 1.4

N1 GS1-N 2.8

2/190x45

M1 BL1-H 0.4 M2 BL1-H 0.7

W25 Lintel fixing F

L1 to Eng Design Use 400x90 hyONE Transom Beam. Use Lumberlok 2 multigrip inside & 130mm wide x600 long nailon plate outside to return wall both ends

W23 Lintel fixing F

C3 GS1-N 0.6 C2 GS1-N 0.6 2/190x45 Lintel fixing G W20

W19

W19 Block Lintel to Eng. Design Use 590Dx190W Block Lintel D16 Top & HD16 Bottom Steel extend min. 200mm past opening & bend down min. 200mm.

R6 links @ 200crs See Detail 11/S2

Q2 GS1-N 2.8

A

3 Studs

O1 GS1-N 1.4

W24 Lintel fixing G

3 Studs

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

The DRAWING Shop Visit our web site

www.las.co.nz Upper Bracing & Wall Fixing Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Wall bracing as per engineers design Wilton Joubert Ltd. - Ref 70767

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A4.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

16780

Slab O/A 14790

House Bays

10390

3610

790

Sunken Lounge

14790

House Bays

1990

Concrete Patio

Pipe Sizes & Gradients

Prop.

Cp 180

180

3390

600

1010

600

100

3990 150mm Stepdown

R1 Longrun Roofing - Trusses

1710

3000

A

100Ø

Timber Deck

250

3810

W3 Internal Walls Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

C

O

P

N/A N/A N/A N/A

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Refer to Geotechnical report by Wedgewood Engineering Consultants Reference 0781/10/GEO All levels to be confirmed on site Position & FFL of proposed residence to be set out by a registered surveyor

Sawcut locations as per engineers design All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

140x45 Joists @ 450crs

N

100Ø 50Ø 80Ø 80Ø

Insulation

FFL: 100.500 1 D2.2

Stacks Vents Downpipes Droppers

Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

F3

M

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Interior Linings

250

A

190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

1635

1640

Sunken Lounge

2170

3590

2200

2290

B

A

W1 Exterior Walls - Weatherboard Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

1675

A

A

Charge with Tap Over

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

W2 Exterior Walls - Masonry Block

16590

A A 4730

Org Prop.

Cp

Deck Piles

1700

A

65Ø

1 D3.2

970

600 600

2 D3.2

High foundation wall up to 1.5m, as per eng design

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

F1 Midfloor

A

A

Dn

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

790

2665

1610

100Ø

1:60 1:120

Timber fascia and metal spouting system with 80Ø pvc downpipes

300 3610

Min. Grade

100Ø 100Ø

Fascia & Spouting

1440

2090 1560

1085

Min. Size

Sanitary drainage Stormwater drainage

Soffit

2 D3.2

65Ø

A

100Ø 600

Stairs

Slab Thickening

2200

2/140x45 Bearers Deck to remain min. 12mm clear of the house structure

Q

The DRAWING Shop Visit our web site

Garage door rebate

FFL: 99.415 Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted sand blinding or GAP7 granular fines

420

2090

4160

300

90 1840

90 1720

225 ORDINARY PILE

1180

1555

90 1610

3020

3000

1085

300

UPPER END

LOWER END

BRACED PILE

BRACED PILE

2090

1700

7190

A ANCHOR PILE

2205

3590

3940

5800

400Ø

400Ø

400Ø

400Ø

www.las.co.nz Foundation Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 600 Max.

Slab Thickening

805

90 2000

900

3570

1180

90 2370

100

1799

225

Braces composite 2/90x45 with M12 bolts both ends.

450

90 Deck Bearers

F2 Concrete Raft Slab

140x45 Joists @ 450crs 2/140x45 Bearers 125x125 Senton piles Concrete footings 400Ø

100

House Bays

Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

Prop.

Cp

Slab stepdown

Garage

Joinery

High foundation wall up to 1.5m, as per eng design

5 D3

House Bays

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit

6390

To Septic System

5000

6200

Waterproofing Membrane

Garage Rebate

1555 250 Timber Deck

Sunken Lounge slab as per engineers design and details, refer to the design

by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max.

50mm compacted GAP7 sand blinding or granular fines

2/100Ø Stacks

65Ø 3610

FFL: 99.600

Refer to approved kitchen plan for location of sink waste Allow for conduits in slab to supply water & electricity to breakfast bar

3610

2595 1490

2180

250

150mm Stepdown

1555

300

1305

2385

AAV

2385

1:100 Fall 1500

1756

Sawcuts as per the engineers design avoid areas that will be tiled

300

1648

1000

300

6010

600x600x305 pad with 3/HD12 each way as per eng design refer WJL Sheet S1 600 1325 600

R2 Longrun Roofing - Rafters

Fixtures or pipes

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

2880

6 D2

600

Deck Piles

600x600x755 pad or 600Ø BCP with 2/HD12 vertical set 450 FFL: 100.500 below CGL as preferred on Raft slab as per engineers design and site as per eng design details, refer to the design by Wilton refer WJL Sheet S1 Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted sand blinding or GAP7 granular fines

3805

3805

F2

6390

Raft slab as per engineers design and detailing

1690

300

1000x600 Footing Embed min.450 into good ground 5/HD12 across 3/HD12 along Masonry cast on top as per WJL Detail 6/S3

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

600

400

150mm Stepdown

Waterproofing and Novacoil Drain behind all high foundation edge walls

Slab O/A

600 305 600

Pads

1650

3595

Proposed Level entry Concrete Patio 59.15m² 89 SHS above, baseplate recessed into slab as per Eng. detail 11/SD1

1:100 Fall

1260

1000

450 BCP or 450x450 post footing, with 2/HD12 U shaped bars each way. Embed min.

450 into good ground as per eng design refer WJL Sheet S1

4000 Concrete Patio

3640

1000

1:100 Fall

180

90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

Column Structure

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Column Footings Concrete footings as per engineers design & details

Page No.

A5

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

mend 5 g 2011

240x90 Deck Beam PLVL17H3 250100 notched in and bolted to 180x180 Posts PLP8H5-200 with M12 bolts to Eng. Design details 8 &10/SD2

VERY HIGH WIND ZONE Pack additional insulation around midfloor drainage & stacks to minimise any noise

Acceptable Solution E2/AS1

EXTERNAL MOISTURE

2/190x45 Joists to support balustrade as per Eng. Design. Detail 9/SD2

190 x45 Joists @450crs fixed to Deck Beam and Stringer with S/S Joist Hangers

3

6 SD1

SD1

Downpipes shall:

Gutters, downpipes and spreaders, including eaves gutters/spoutings are required for the drainage of roof water, and shall:

g) Be formed from any of the materials outlined for flashings in Paragraph 4.1 Nogging except 4.3.9, 4.3.10 and 4.3.11

a) Be to the minimum dimensions shown in this Acceptable Solution, or calculated to Beam 1 to eng. design 1835mm, E1/AS1, whichever is theSpan greater Use 2/240x45 Hyspan

h) Upper roofs shall drain via downpipes directly to ground level where possible, or

k) Be to any of the materials outlined for flashings in Paragraph 4.1 except 4.3.9, 4.3.10 and 4.3.11 Beam 2 to eng. design Engineer to confirm

Ridge

m) Discharge directed away from roofing laps and clear of roof penetrations.

2 D1.1

Timber fascia and metal spouting system with 80Ø pvc downpipes

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

8 D2

Nogging

F1 Midfloor 20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

5 SD1

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

350

W2 Exterior Walls - Masonry Block 190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

Beam 9 to eng. design Span 2300mm Use 2/240x45 SG8

W3 Internal Walls

300

Timber battens go up past mid-floor to form 1m high balustrade above NB: Gap between vertical battens 80mm to comply with NZBC F4 No gap between between stairs/floor and battens

300

Design calculations for a specific roof may allow larger Timber Stringer areas per spreader to be used.

300

Use M12 Chemset bolts @900crs to fix stringer to blockwall, embed 120mm min.

The alternative to a spreader is to direct an upper level downpipe into a rainwater head.

Ceiling Diaphragm as per Engineer specific Design.

Fixings as per NZS3604:2011 (13.5)

5° Up

Approved trusses @ 900crs

Fixing to Stair Stringer as per Eng Design & Detail 11/SD2

300

Use M12 Chemset bolts @900crs to fix stringer to blockwall, embed 120mm min.

80Ø Dp 300

D1.1

b) Where butyl or EPDM, be minimum 1.5 mm membrane thickness, or 1.0 mm thickness for gutters less than 1 metre wide c) Have a minimum slope of 1:100 d) Be constructed to at least the minimum dimensions shown in Figure 52, or the capacity calculated to E1/AS1 plus an additional freeboard depth of 20 mm

Confirm joist locations for sanitary fixtures wastes.

Use Thru-joist brackets to midfloor for drainage Refer to truss layout and codes from Gangnail approved truss manufacturer at the time of construction Carters - Ref LSA153 Roof plan area: Lower: Lower: Upper:

30.50m² 55.55m² 139.65m²

TOTAL

225.70m²

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Interior Linings Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

3 D1.1

a) Be formed with continuous butyl or EPDM strip complying with Paragraph 4.3.9, with Timber Stringer no cross-joints in the gutter, or aluminium, copper, stainless steel, 310mm or zinc sheet Min Heel Height to 300 (inside of block wall) As per Trussare Designwelded Paragraph 4.3, with joints that 1

Low, medium, high & very high wind zones 1x 80mm x 10 gauge Lumberlok blue screw per connection (Refer to Lumberlok Purlin & Batten fixing chart)

Insulation

80

90x45 Outriggers @ 900 crs

The ends of spreaders should be blocked off where a sideways flow of water is against lapsR1in roof claddings.

Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Diagram of Vertical Battens

80Ø Dp catchment

Internal gutters shall:

Fascia & Spouting

Soffit

3210

Comment:

8.1.6.1 Internal gutters

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

Line Load

Nogging

Light Roof - Purlin Fixing (Maximum 900crs for trusses or rafters)

R2 Longrun Roofing - Rafters

3 SD1

Beam 5 to eng. design Span 4350mm, cantilever 350mm Use 250UB25 (dim. 248x124)

2 SD1

Amend 5 Aug 2011

300

300

Nogging

2040

joist cantilever - 250mm

2/360x45 Hyspan l) UseBe to Figure 20 and not be used on masonry tile roofs unless a roof underlay is installed

R1 Longrun Roofing - Trusses 5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

W1 Exterior Walls - Weatherboard

1000 Stair Void

1000

Span 4215mm,

Beam 8 to eng. design Span 6575mm Use 250UC73 (dim. 254x254)

Beam 7 to eng. design Span 6730mm Use 250UC73 (dim. 254x254)

240x45 Floor joists @ 450crs max.

Use 240x45 nogging to spans over 2.5m

Joists @ 400crs

Frame between trusses to support cladding

LB Wall

Spreaders shall:

90x45 Outriggers @ 900 crs

Figure 20: Spreader for roof discharge Paragraph 8.1.6

FFL: 103.380

SD1

80Ø Dp

Use H3.2 treated 21mm plywood to floors on joists @ 400crs.

All tiled wet areas to have Waterproofing Membrane under tiles and 75mm wall upstand.

350

F1

LB Wall j) Have a maximum catchment area of 25 m Nogging 4 if discharging on to a lower roof area.

d) Be to any of the materials outlined for 300 flashings in Paragraph 4.1 except 4.3.9, 4.3.10 and 4.3.11

f) Be designed to overflow water to the outside.

Beam 4 to eng. design Span 3210mm Use 250UB25 (dim. 248x124)

2

5° Up

6 SD1

450

300 300

310mm Min Heel Height As per Truss Design

140X45and Raftershidden @ c) For internal, valley, gutters, 600crs 5° Up have no fixings in gutter bottoms or sides, Level Entry Shower: Create falls over and be continuously supported on H1.2 140x45 joists @ 400crs minimum treated timber gutter boards or H3 ply which is separated from metal by roof underlay strip.

e) Have a minimum cross sectional area of 2500 mm2

Beam 6 to eng. design Span 4285mm Use 250UB25 (dim. 248x124)

Beam 3 to eng. design

R2

Eaves gutters/spoutings shall:

Nogging

3510mm i) Where discharging to a Span lower roof, be fitted Line Load confirmed Use 250UB25 1 2

by Eng. (dim. 248x124) with a spreader 20 SD1as detailed in Figure SD1

b) If a gutter depth is reduced to allow entry of a valley gutter, the reduced depth must be used to calculate the capacity of the gutter

7 SD1

330

8.1.6 Gutters general

Nogging

WET AREAS

LB Wall

2/190x45 Joists to support balustrade as per Eng. Design. Detail 9/SD2

300

mend 5 g 2011

5/6 D3.1

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F2 Concrete Raft Slab

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

Visit our web site

Waterproofing Membrane

Joinery

Pipe Sizes & Gradients

The DRAWING Shop www.las.co.nz Midfloor & Lower Roof Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

All floor wastes must be charged

Column Structure

All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Column Footings

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Concrete footings as per engineers design & details

Page No.

A6

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Amend 5

mend 5 g 2011

mend 5 g 2011

Acceptable Solution E2/AS1

EXTERNAL MOISTURE

5 D1

4 D1

600

Frame between trusses to support cladding

600

Downpipes shall:

Gutters, downpipes and spreaders, including eaves gutters/spoutings are required for the drainage of roof water, and shall:

g) Be formed from any R2 of the materials 240x45 Rafters outlined for flashings @ 600crsin Paragraph 4.1 except 4.3.9, 4.3.10 and 4.3.11

a) Be to the minimum dimensions shown in this Acceptable Solution, or calculated to E1/AS1, whichever is the greater

h) Upper roofs shall drain diagonal brace via downpipes directly to groundRafters level where possible, or Wall Loadbearing

d) Be to any of the materials outlined for flashings in Paragraph 4.1 except 4.3.9, 4.3.10 and 4.3.11 e) Have a minimum cross sectional area of 2500 mm2 f) Be designed to overflow water to the outside.

Figure 20: Spreader for roof discharge Paragraph 8.1.6

Lintel Under Lintel Under

Lintel Under

2

R1 Approved trusses @ 900crs

5° Up

Steel strap roof plane diagonal brace

50Ø j) Have a maximum6 catchment area of 25 m Vent D1 if discharging on to a lower roof area.

80Ø Dropper

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

F1 Midfloor

W1 Exterior Walls - Weatherboard 6 D1

50Ø Vent 80Ø Dropper Connecting to 80Ø DP

80Ø Dropper

Timber Stringer

Amend 5 450 Aug 2011

Frame between trusses to support cladding

80Ø Dp

80Ø Dp

80Ø Dp

265mm Min. Heel Height (inside of block wall) As per Truss Design

450 1 D1.1

W2 Exterior Walls - Masonry Block 190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

600

1 D1

W3 Internal Walls Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Use M12 Chemset Bolts @900crs to fix stringer to blockwall, embed 120mm min.

Roof plan area: Lower: Lower: Upper:

30.50m² 55.55m² 139.65m²

TOTAL

225.70m²

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Interior Linings Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

Comment: Design calculations for a specific roof may allow larger catchment areas per spreader to be used.

Insulation Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

The alternative to a spreader is to direct an upper level downpipe into a rainwater head.

The ends of spreaders should be blocked off where a sideways flow of water is against laps in roof claddings.

The DRAWING Shop Visit our web site

Waterproofing Membrane Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit

8.1.6.1 Internal gutters

Joinery

Internal gutters shall:

Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

a) Be formed with continuous butyl or EPDM strip complying with Paragraph 4.3.9, with no cross-joints in the gutter, or aluminium, copper, stainless steel, or zinc sheet to Paragraph 4.3, with joints that are welded

F2 Concrete Raft Slab

Pipe Sizes & Gradients

b) Where butyl or EPDM, be minimum 1.5 mm membrane thickness, or 1.0 mm thickness for gutters less than 1 metre wide c) Have a minimum slope of 1:100 d) Be constructed to at least the minimum dimensions shown in Figure 52, or the capacity calculated to E1/AS1 plus an additional freeboard depth of 20 mm

Low, medium, high & very high wind zones 1x 80mm x 10 gauge Lumberlok blue screw per connection (Refer to Lumberlok Purlin & Batten fixing chart)

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

& spreader20 and & spreader Frame between trusses l) Be 600 to Figure not be used on masonry to support cladding 3 tile roofs unless a roof underlay is installedD1.1

m) Discharge directed away from roofing laps and clear of roof penetrations.

Fascia & Spouting

Soffit

450

k) Be to any of the materials outlined for flashings in Paragraph 4.1 except 4.3.9, 4.3.10 and 4.3.11

Refer to truss layout and codes from Gangnail approved truss manufacturer at the time of construction Carters - Ref LSA153 Light Roof - Purlin Fixing (Maximum 900crs for trusses or rafters)

Timber fascia and metal spouting system with 80Ø pvc downpipes

Steel strap roof plane diagonal brace

VERY HIGH WIND ZONE

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

450

Spreaders shall:

Dropped gable end truss with 90x45 outriggers @ 900crs to form gable end

5° Up

Dropped gable end truss with 90x45 outriggers @ 900crs to form gable end

Lintel Under

i) Where discharging to a lower roof, be fitted with a spreader as detailed in Figure 20 Lintel Under Lintel Under Loadbearing Wall

R2 Longrun Roofing - Rafters

7 D1

450

Eaves gutters/spoutings shall:

R1 Longrun Roofing - Trusses 5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

Steel strap roof plane

450

c) For internal, valley, and hidden gutters, have no fixings in gutter bottoms or sides, and be continuously supported on H1.2 minimum treated timber gutter boards or H3 ply which is separated from metal by roof underlay strip.

600

600

8.1.6 Gutters general

b) If a gutter depth is reduced to allow entry of a valley gutter, the reduced depth must be used to calculate the capacity of the gutter

Frame between trusses to support cladding

Ridge

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

www.las.co.nz Upper Roof Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

All floor wastes must be charged

Column Structure

All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Column Footings

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Concrete footings as per engineers design & details

Page No.

A6.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Amend 5

600

450

1 D1

5 D1

R2

R1

3 D1

2 D1.1

WiR

1 D1.1

3062

2755 Underside of Rafters

W1 300

2420 Underside of battens

90x45 Outriggers Attached to rafters

Bedroom 1

R1 Longrun Roofing - Trusses 6 D2.2

F1 FFL: 103.395

FFL: 103.395

R2 Longrun Roofing - Rafters

Cloak

5a S2

W3

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 70x45 timber purlins @ 900crs on 240x45 timber rafters @ 600crs (140x45 rafters for entry porch)

W2

Kids Area

F2

Garage

Fascia & Spouting Timber fascia and metal spouting system with 80Ø pvc downpipes

6 S3

F3

FFL: 100.500

Zone: 1 Construction: Non Solid Minimum R values (50% Rule): Permitted

Achieved

Roof: Wall: Floor: Glazing:

R3.65 R1.20 R1.43 R0.26

W1 Exterior Walls - Weatherboard Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Section X-X

R 1.45 R 0.95 R 0.65 R0.26

Refer to enclosed calculations

4.5mm Hardiflex soffit lining fixed directly to underside of truss top chord or timber ceiling battens @ 400crs

20mm Particle board floor on 240x45 timber joists @ 450crs with 240x45 timber nogs to spans over 2.5m (Use plywood to wet areas over timber joists @ 400crs as shown, see midfloor layout)

F2

FFL: 99.415

Soffit

NZBC H1 Compliance - Calculation Method

Pack additional insulation around midfloor drainage & stacks to minimise any noise

F1 Midfloor

1085

2552 Underside of rafters

6 S3

Entry

2600 Underside of battens

R1

450

5° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

W2 Exterior Walls - Masonry Block 190x390mm stacked block walls as per engineers design.

Use "StoProtect" Clear Coating System to any exposed masonry surfaces.

W3 Internal Walls Timber framing, refer to table on the floor plan for sizes & spacings of wall framing

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Interior Linings

600

600

R1

2420 Underside of battens

R2

Bedroom 1

FFL: 100.500

Hallway

C

Wr

Kids Area

Tiled Wet Areas - Wetseal waterproofing membrane Sunken Lounge Block Masonry Walls - Volclay Swelltite to be applied around sunken lounge, protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit All other Block Masonry Walls - For all other internal step down areas use Ardex Shelterseal 3000x waterproofing membrane protected with Pro-Drain 8 drainage board. Use freedraining scoria and 110Ø Novaflow drains to a cesspit

Joinery Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

Dining

W2

Living 5a S2

F2

Sunken Lounge FFL: 99.600

Section Y-Y

900

6 D2

The DRAWING Shop Visit our web site

Waterproofing Membrane

9 D2 2600 Underside of Battens

W1

Insulation Ceiling - R4.0 Fibreglass batt insulation (Garage excluded but insulate the midfloor as required to ensure thermal envelope with R3.2 batts) Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence) Lined Masonry Walls - R1.2 Fibreglass batt insulation

F1

FFL: 103.395

7 D1

Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings Upstairs and Plywood lined lower floor (Aqualine to wet areas)

F2 Concrete Raft Slab

www.las.co.nz Cross Sections XX & YY Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Ground clearances from FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Permanently paved ground - 150mm Unpaved ground - 225mm Minimum 450mm crawl space from FGL to U/S of floor joists

F3 Lower Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

F4 Upper Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 450crs supported on 190x45 stringer and 240x90 Beam on 135x135 PLP posts as per Eng. design

Column Structure

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Masonry Block Column as per engineers design Timber Post as per engineers design

Column Footings Concrete footings as per engineers design & details

Page No.

A7

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Upper Elevation D

2000

W9 Hallway

800

=

1990

1590

3190

W11 Garage

W7 Living

W13 Laundry

W12 Garage

W17 Bathroom

800

1100

1200 2000

2000

W19 Stairwell

W20 Bedroom 5

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

400

800

Client:

W25 Bedroom 1

1000 2000

2400 Obscure Glass Restrictor Stays

1000

Restrictor Stays

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

W26 Ensuite

1500

W1 Entry

800

1400

800

3200 1400

The DRAWING Shop

Restrictor Stays

Restrictor Stays

2000

2000

1200

Visit our web site

www.las.co.nz Exterior Joinery Schedule

800

Restrictor Stays

2000

1200

1200

400

1400

2200

2000

2200

2200

W4 Kids Area

800

Deeper Jambs

800

2200

800

910

Upper Elevation A

=

1400

=

2200

2200

Lower Elevation A

4010

W5 Dining

800

800

2200

W6 Living

1400

Restrictor Stays

W18 Wc

800

2010 4010

2000

1000 2000

1000

W16 Ensuite

Obscure Glass Restrictor Stays

1000

Restrictor Stays

1200

2200

2200

1600

Restrictor Stays

2200

W15 Entry

1400

Restrictor Stays

2000

H3.2 Jambs

800

5000

Upper Elevation B

W2 Cloak

Restrictor Stays

=

1000

2200 Restrictor Stays

1000

2200

1400

W3 Kids Area

=

600

2700

600

800

1200

800

1200

=

=

1000

=

2200

600

1200

1200

800

Lower Elevation B

Upper Elevation C

W8 Kitchen

2200

2200

Restrictor Stays

1600 =

=

2200

1200

W14 Entry

=

600

=

1600

Restrictor Stays

=

1000

2200

1200

=

1000

Lower Elevation C

1600 =

2400

W10 Wc

800

2200

1200 Obscure Glass Restrictor Stays

1000

Lower Elevation D

Single Glazed 810

790

Scale: 1:50 @ A1, 1:100@ A3

W21 Bedroom 4

W22 Bedroom 3

W23 Bedroom 2

W24 Bedroom 1

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Where the possible height of fall is 1.0m or more, measured from the adjacent floor level, windows that open shall have. (For openings less than 1.0m wide) a) The lower edge of the opening no less than 760mm above floor level, or b) A window opening restrictor fitted to limit the maximum dimension of the opening to 100mm The Drawing Shop recommends all second storey windows are fitted with window opening restrictors

- All joinery is to be double glazed unless noted otherwise - All window heights & widths to be measured prior to manufacture - All doors and windows are to be viewed from the outside - Door dimensions shown are actual door sizes - Window configuration and sizes to be confirmed by client - Safety glass to be used in bathroom, ensuite & wc areas - All glazing to comply with F2 of NZBC or NZS4223.3

NOTE: Deeper Jambs for strapped and lined walls.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A8

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Pipe Sizes & Gradients

50Ø Vent

50Ø Vent

Basin

Wc

Basin

Basin

Wc

Bath Shower

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

All floor wastes must be charged

Shower

All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

100Ø

40Ø

40Ø

40Ø

40Ø

40Ø

40Ø

40Ø

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

100Ø

100Ø 1:60

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

50Ø Vent

Client:

Sink

Tub

100Ø Stack

Basin

Wc

100Ø Stack 65Ø

65Ø

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Charge Org with tap over Org

65Ø 100Ø 100Ø 1:60

The DRAWING Shop Visit our web site

To Connection

www.las.co.nz Plumbing Schematic Scale: Not to Scale

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

A9

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

M

N

O

P

YY A7

6000

A B

A

D C

4

3

2

ELEVATION KEY

2500

Proposed Timber Deck

1

Wall Framing Sizes

B

3600

2420mm Stud Height FFL: 93.200

12/18 W7

2/140x45

W2 12/18

2/140x45

2/240x45

Living

2.4 Stud Height Exterior / load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs

Handrail 90

90

W1 20/30 - Slider

Dining

Floor Area (O/A Foundation):

60.00m²

Total:

60.00m²

Kitchen

10000 600

760

Wr

DB

Wr

Client:

P 90

SD

XX A7

R1 Longrun Roofing - Trusses 8° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

90

750 Vanity 90 600 90

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Vent RH Kitchen designer to Soffit to confirm layout

Bath

600

2/90x45

50Ø Vent

710

10/18 W6

Wm

W3 - Obs 12/08

2500

2/140x45

Breakfast bar

0.9x0.9

2/760 SL

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Fascia & Spouting

3300

Bedroom 1

12/22 W5

Bedroom 2

2/190x45

2/190x45

W4 12/22

2850

760

2/760 SL

Timber fascia and metal spouting system with 80Ø pvc downpipes

Soffit 4.5mm Hardiflex soffit lining on underside of truss chords

The DRAWING Shop

W1 Exterior Walls - Weatherboard Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

90

90

90

MB

Tap

XX A7

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

5740

Bosch 17l instant hot water

90

Excludes covered areas / porches

90 1800

90 910

90

90

90

1000

Exterior Stairs

1840

90

90

2800

2930

4 Risers: Max. 180mm Treads: 320mm Inc. 20mm nosing Smoke detectors as per NZBC F7

YY A7

Visit our web site

www.las.co.nz

SD

W2 Internal Walls Timber framing, 90x45 studs @ 600crs with 90x45 nogs @ 800crs

Interior Linings Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings (Aqualine to wet areas)

Insulation

MINOR DWELLING Floor Plan Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Ceiling - R4.0 Fibreglass batt insulation Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence)

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Waterproofing Membrane

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Tiled Wet Areas - Wetseal waterproofing membrane

Joinery Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F1 Concrete Raft Slab Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

Ground clearances from FFL Minimum 450mm crawl space from FGL to U/S of floor joists

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

F2 Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

Page No.

A10

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

8° Prefinished longrun roofing (Trapezoidal)

1 D2

Timber barge board Hardiflex soffit lining Vertical Shiplap Timber Weatherboards on a 20mm cavity Aluminium Joinery

3 D2

Proposed Timber Deck FFL: 93.200

RISK MATRIX (REFER NZBC / E2) ELEVATIONS

FFL: 93.200 2 D2

ELEVATION A

ELEVATION B

Proposed Ground Line Existing Ground Line

Risk Factor

L

M

H

VH

Wind zone (per NZS 3604)

0

0

1

2

Number of storeys

0

1

2

4

Roof/wall intersection design

0

1

3

5

Eaves width

0

1

2

5

Envelope complexity

0

1

3

6

Deck design

0

2

4

Total Risk Score

6 07

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

R1 Longrun Roofing - Trusses 8° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Fascia & Spouting Timber fascia and metal spouting system with 80Ø pvc downpipes

Soffit 4.5mm Hardiflex soffit lining on underside of truss chords 8° Prefinished longrun roofing (Trapezoidal)

The DRAWING Shop

W1 Exterior Walls - Weatherboard Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

Hardiflex soffit lining

Visit our web site

www.las.co.nz

W2 Internal Walls

Vertical Shiplap Timber Weatherboards on a 20mm cavity

Timber framing, 90x45 studs @ 600crs with 90x45 nogs @ 800crs

Interior Linings Timber deck, steps and 1.0m high timber balustrade FFL: 93.200

FFL: 93.200

Proposed Deck Max. 900mm high

Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings (Aqualine to wet areas)

Insulation

ELEVATION C

Proposed Ground Line Existing Ground Line

Existing Ground Line Proposed Ground Line

ELEVATION D

MD Elevations A, B, C & D Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Ceiling - R4.0 Fibreglass batt insulation Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence)

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Waterproofing Membrane

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Tiled Wet Areas - Wetseal waterproofing membrane

Joinery Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F1 Concrete Raft Slab Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

Ground clearances from FFL Minimum 450mm crawl space from FGL to U/S of floor joists

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

F2 Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

Page No.

A11

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

A

B

C

A

140x45 Joists @ 450crs 2/140x45 Bearers 125x125 Senton piles Concrete footings 400Ø Braces composite 2/90x45 with M12 bolts both ends.

B W1 Lintel fixing F

600 Max.

O

P

C1 GS1-N 1.2

1833

250

1834

Deck Bearers

1833

3 D2.2

90

A

A

A

2/140x45 Bearers

F2

A 1805

Proposed Timber Deck 190x45 Joists @ 450crs

A

2/140x45 Bearers 90

A

P2 GS1-N 2.4

Org

Min. Grade

100Ø 100Ø

1:60 1:120

Wc's Showers Baths Vanities Sinks Laundry tubs Floor wastes Pipes into floor wastes

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

1:60 1:40 1:40 1:40 1:40 1:40 1:60 1:40

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

N/A N/A N/A N/A

Wall bracing calculated for VERY HIGH WIND ZONE EARTHQUAKE 1

65Ø

450

450

FFL: 93.200 65Ø

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

Ridge

Frame between trusses to support cladding

R1 Approved trusses @ 900crs max.

W2 Internal Walls Timber framing, 90x45 studs @ 600crs with 90x45 nogs @ 800crs

Interior Linings

6000

Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings (Aqualine to wet areas)

FOUNDATION PLAN

450

450

ROOF PLAN

Floor Area (O/A Foundation):

60.00m²

Total:

60.00m²

Excludes covered areas / porches All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

The DRAWING Shop

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

• Bottom Plate Fixings - Timber Use 3/ 90x3.15mm nails @ 600crs for external & internal load bearing walls, 1/90x3.15mm nail @ 600crs for internal non load bearing walls.

(Refer to holddown details on the sheet noted above)

Scale: 1:50 @ A1, 1:100@ A3

Waterproofing Membrane

• Holddown Details Refer to Sheet F1 for panel hold downs

• Bottom Plate Fixings - Concrete Use M12 bolts & 50x50x3 washers at maximum 0.9m crs for load bearing walls.

(Refer to additional holddown details on the sheet noted above)

MD Bracing/Foundation/Roof Plans

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Tiled Wet Areas - Wetseal waterproofing membrane

3/90x3.75 nails at stud centres 3/90x3.75 nails at stud centres and appropriate bracing fixing 3/90x3.75 nails at stud centres

Visit our web site

www.las.co.nz

Ceiling - R4.0 Fibreglass batt insulation Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence)

• Lintels to studs Refer to Sheet F3 (Lintel fixing schedule) for detail

• Bottom plate to studs External walls Braced walls Internal walls

3 D1

75.20m²

W1 Exterior Walls - Weatherboard

• Top plate to studs Refer to Sheet F3 - (Stud to top plate fixing schedule) for detail

450

TOTAL

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing

• Brace Types Refer to Sheet F2 for brace type details

450

75.20m²

4.5mm Hardiflex soffit lining on underside of truss chords

WALL FIXINGS SCHEDULE

Dropped gable end truss 90x45 outriggers @ 900crs to form gable end

Main:

Soffit

Insulation

Steel strap roof plane diagonal brace

Roof plan area:

Timber fascia and metal spouting system with 80Ø pvc downpipes

4 D1

8° Up

2.4 Stud Height Exterior / load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs

Fascia & Spouting

6 D2

80Ø Dp

R1 Longrun Roofing - Trusses 8° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

F2

Steel strap roof plane diagonal brace

50Ø Vent

Min. Size

Sanitary drainage Stormwater drainage

AAV

Sawcuts as per the engineers design avoid areas that will be tiled

6 D1

Fixtures or pipes

All loadbearing walls - top plate fixing B

10000

10000

450

100Ø

1 D1

Wall Framing Sizes

50Ø Vent

Dropped gable end truss 90x45 outriggers @ 900crs to form gable end

ELEVATION KEY

All floor wastes must be charged

65Ø

D C

Pipe Sizes & Gradients

Refer to approved kitchen plan for location of sink waste Allow for conduits in slab to supply water & electricity to breakfast bar

Charge Org with Sink

BRACING PLAN 450

400Ø

All SS drainage as per AS/NZS 3500.2. or NZBC - G13 All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

MB

B

Deck to remain 12mm clear of house

2 D2.2

Raft slab as per engineers design and detailing

To Connection

2/190x45

Lintel fixing F W5

B2 GS1-N 2.8

C3 GS1-N 0.6 C4 GS1-N 0.6

300

DB

A2 GS1-N 1.0 2/190x45

W4 Lintel fixing F

250

B

P1 GS1-N 2.8

P

400Ø

215

Deck Piles

O2 GS1-N 1.8 O1 GS1-N 1.8

A B

400Ø 6000

2500

O

400Ø

Lintel fixing F W6

C2 GS1-N 0.8 2/140x45

B1 GS1-N 1.7

A1 GS1-N 1.7

N1 GS1-N 1.8

2/90x45

W3 - Obs Lintel fixing E

N

A ANCHOR PILE

900

N

BRACED PILE

100

M

BRACED PILE

100

2/140x45

2/140x45

W2 Lintel fixing F

M2 GS1-N 1.4

LOWER END

450

2/240x45

M1 GS1-N 1.4

Lintel fixing F W7

M

ORDINARY PILE

UPPER END

Joinery

F1 Concrete Raft Slab Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

Ground clearances from FFL Minimum 450mm crawl space from FGL to U/S of floor joists

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

F2 Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

Page No.

A12

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

A B

D C

ELEVATION KEY NZBC H1 Compliance - Calculation Method

450

Zone: 1 Construction: Non Solid Minimum R values (50% Rule): Permitted

Achieved

Roof: Wall: Floor: Glazing:

R3.65 R2.09 R1.79 R0.26

R 1.45 R 0.95 R 0.65 R0.26

Refer to enclosed calculations

R1

450

2420 Underside of Battens

Wall Framing Sizes

Bathroom F1

2.4 Stud Height Exterior / load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs Internal non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs

1 D2 2 D2

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

FFL: 93.200 Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Site Fill

MD Section X-X

Client:

Existing Ground Line

R1 Longrun Roofing - Trusses 8° Colorsteel Maxx Longrun roofing (trapezoidal) on Thermakraft 215 self supporting building paper on 90x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design. Truss stopend height and chord sizes as per manufacturers design & details

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Fascia & Spouting Timber fascia and metal spouting system with 80Ă˜ pvc downpipes

450

450

R1

Soffit 4.5mm Hardiflex soffit lining on underside of truss chords

The DRAWING Shop

W1 Exterior Walls - Weatherboard 2420 Underside of Battens

F1

Vertical Shiplap weatherboards on 20mm Cavibat battens at 400crs horizontal (with nogs @ 400crs to suit) on Watergate Plus breather type building paper on timber framing, refer to table on the floor plan for sizes & spacings of wall framing 2 D2.2

FFL: 93.200

FFL: 93.200 Site Fill

MD Section Y-Y

Visit our web site

www.las.co.nz

W2 Internal Walls F2

Timber framing, 90x45 studs @ 600crs with 90x45 nogs @ 800crs

Interior Linings Ceiling - 13mm Gibboard fixed to 70x35 timber ceiling battens @ 450crs (Aqualine to wet areas) Walls - 10mm Gibboard internal linings (Aqualine to wet areas)

Insulation

MD Cross Sections Scale: 1:50 @ A1, 1:100@ A3

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Ceiling - R4.0 Fibreglass batt insulation Walls - R2.4 Fibreglass batt insulation (Garage excluded but insulate all internal walls between the garage and residence)

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Waterproofing Membrane

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Tiled Wet Areas - Wetseal waterproofing membrane

Joinery Powder coated aluminium joinery with double glazing unless noted otherwise on the window schedule

F1 Concrete Raft Slab Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd. reference 70767 on 0.25mm polythene dpm on max. 50mm compacted GAP7 sand blinding or granular fines

Ground clearances from FFL Minimum 450mm crawl space from FGL to U/S of floor joists

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

F2 Deck Construction - Timber 90x35 Selected timber decking on 190x45 timber joists @ 400crs. Use 2/140x45 Timber bearers on driven piles as per engineers design & details

Page No.

A13

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Prefinished Longrun roofing (Trapezoidal) Breather type self supporting building paper pressed over eaves flashing and fascia at eaves

Prefinished Longrun roofing (Trapezoidal)

Prefinished Longrun roofing (Trapezoidal)

70x45 Timber purlins @ 900crs

Breather type self supporting building paper

Breather type self supporting building paper

Minimum overhang 50

70x45 Timber purlins @ 900crs

Barge flashing over minimum 2 ridges

70x45 Timber purlins @ 900crs

Barge flashing over minimum 2 ridges

70

70

Eaves flashing

Fascia & spouting

Barge board

Barge board

4.5mm Hardiflex soffit lining fixed to the underside of the truss top chords

4.5mm Hardiflex soffit lining on 90x45 timber outriggers @ 900crs

4.5mm Hardiflex soffit lining on 90x45 timber outriggers @ 900crs

Cladding and cavity as per the cladding details

Cladding and cavity as per the cladding details

Cladding and cavity as per the cladding details

Timber trusses @ 900crs as per manufacturers design and details with a heel height as per the roof plans

Dropped gable end timber truss @ 900crs as per manufacturers design

Timber rafters as per the plans Vapour barrier to skillion roof

3 A6

7

Standard Barge Detail - Rafters

A6

1

Standard Barge Detail Based on Fig 47b (E2/AS1)

Based on Fig 47b (E2/AS1)

Standard Soffit Detail

A6

Stopend to longrun roofing

Based on Fig 45a (E2/AS1)

Barge flashing with soft edge dressed over profile 200

Prefinished Longrun roofing (Trapezoidal) Stopend to longrun roofing Barge flashing turned down to suit roof profile

Prefinished Longrun roofing (Trapezoidal)

Breather type self supporting building paper 70x45 Timber purlins @ 900crs

200

70

Breather type self supporting building paper 70x45 Timber purlins @ 900crs

70

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

4.5mm Hardiflex soffit lining on underside the rafters 50x35 Angle flashing

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Maximum 65Ă˜ stack / vent pipe with venting cap carried through roof

Client:

Barge board 4.5mm Hardiflex soffit lining on underside of top chords

Timber framing in between trusses to support claddings Timber trusses @ 900crs as per manufacturers design

Cladding and cavity as per the cladding details

50x35 Angle flashing

Vapour barrier to skillion roof

Barge board

Timber rafters as per the plans cut down to form the soffit

Cladding and cavity as per the cladding details

5 A6

Standard Verge Detail - Rafters

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

EPDM flexible boot flashing, screw fixed and sealed to metal soaker flashing. Fit neoprene washers under screws

Prefinished Longrun roofing (Trapezoidal)

Based on Fig 45a (E2/AS1)

4 A6

Standard Verge Detail Based on Fig 45a (E2/AS1)

The DRAWING Shop

Prefinished Longrun roofing (Trapezoidal)

Visit our web site

Breather type self supporting building paper pressed over eaves flashing and fascia at eaves

70x45 Timber purlins @ 900crs

6 A6

Minimum overhang 50

www.las.co.nz

Pipe Penetration Detail Based on Fig 53 (E2/AS1)

Roof Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Eaves flashing

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

Fascia & spouting 4.5mm Hardiflex soffit lining fixed to the underside of the truss top chords

Timber rafters as per the plans cut down to form the soffit

10 Series Block Veneer cut to suit

4.5mm Hardiflex soffit lining on ceiling battens @ 400crs to suit

Masonry Block Column as per plans

10 Series Block Veneer cut to suit Porch lintel as per plans

2 A6

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Porch Soffit Detail - Rafters Based on Fig 45a (E2/AS1)

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Stopend to longrun roofing Barge flashing turned down to suit roof profile

Prefinished Longrun roofing (Corrugated)

Prefinished Longrun roofing (Trapezoidal) Breather type self supporting building paper pressed over eaves flashing and fascia at eaves

70x45 Timber purlins @ 900crs

Prefinished Longrun roofing (Trapezoidal)

70x45 Timber purlins @ 900crs

70

Minimum overhang 50

200

Breather type self supporting building paper

Breather type self supporting building paper 70x45 Timber purlins @ 900crs

Barge flashing over minimum 2 ridges

Eaves flashing

70

Dpc between all timber and concrete

140x45 Stringer with M12 bolts @ 900crs Fascia & spouting

Joist hangers

4.5mm Hardiflex soffit lining fixed to the underside of the truss top chords

100

4.5mm Hardiflex soffit lining on underside of top chords

Dpc between all timber and concrete

50x35 Angle flashing Barge board

Timber trusses @ 900crs as per manufacturers design

Barge board 4.5mm Hardiflex soffit lining on 90x45 timber outriggers @ 900crs

200 Series masonry walls as per engineers deisgn & details

Dpc between all timber and concrete

Timber trusses @ 900crs as per manufacturers design and details with a heel height as per the roof plans

Timber trusses @ 900crs as per manufacturers design

200 Series masonry walls as per engineers deisgn & details

1 A6

Masonry Soffit Detail Based on Fig 45a (E2/AS1)

200 Series masonry walls as per engineers design & details

2 A6

Masonry Verge Detail Based on Fig 45a (E2/AS1)

3 A6

Masonry Barge Detail Based on Fig 47b (E2/AS1)

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

The DRAWING Shop Visit our web site

www.las.co.nz Roof Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D1.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Cladding, cavity and cavity closer as per the cladding details Cladding, cavity and cavity closer as per the cladding details

Upstand / kickout at end of verge flashing to stop windblown rain back into the cavity. Carefully cut & seal cladding around upstand

Support nogging timber to flashing Support nogging timber to flashing

Apron flashing with soft edge dressed over profile

Apron flashing over a minimum of 2 ridges

Hem to flashing edge 75

Prefinished Longrun roofing (Corrugated) Breather type building paper over purlins

Hem to flashing edge

70x45 Timber purlins @ 900crs

Building paper carried up face of framing behind apron flashing

200

Prefinished Longrun roofing (Trapezoidal)

75

70x45 Timber purlins @ 900crs

50mm clearance between wall cladding & flashing

Building paper carried up face of framing behind apron flashing 50mm clearance between wall cladding & flashing

Breather type building paper over purlins

Roof structure

Roof structure

1 A6

2

Apron Flashing Detail (Transverse)

A6

Based on Fig 44b (E2/AS1)

Apron Flashing Detail (Parallel) Based on Fig 48b (E2/AS1)

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel Cavity battens

Cavity battens

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland Transverse apron flashing with 110mm high kickout. Seal both sides of the stopend as it penetrates the weatherboards

Powder coated apron flashing. (finished under barge flashing)

Eave Flashing finished under apron flashing

Upstand / kickout at end of verge flashing to stop windblown rain back into the cavity. Carefully cut & seal cladding around upstand

Roofing installed as per manufacturers instructions

Seal fascia to weatherboard with backing rod & sealant 50x50mm Transition flashing behind weatherboards and fascia, extends 10mm above and below height of the fascia

Roofing Installed as per manufacturers instructions Powder coated barge flashing Lap over apron flashing, seal & rivet joins

Backflashing behind apron flashing.

Start at top of apron flashing and continue to bottom of cavity

The DRAWING Shop Visit our web site

50x50mm Transition flashing behind weatherboards and barge, extends 10mm above and below the barge

www.las.co.nz Roof Details

Timber barge Back flashing behind apron flashing, extends to the top of the apron flashing and to the bottom of the cavity

Scale: 1:5 @ A1, 1:10 @ A3 U.N.O Hardiflex Soffit Cladding

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Timber barge board sealed to weatherboards

3 A3

Cedar vertical shiplap weatherboards over battens

Verge to Wall Junction Detail

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 A3

Soffit / Wall Junction

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D1.2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

4 A3 1 A3

External Corner Detail Not to scale Based on Fig HC-SHIP-403, Herman Pacific Vertical Shiplap Weatherboards - April 2014

Window Head Detail

7

Not to scale

A3

Based on Fig HC-SHIP-200, Herman Pacific Vertical Shiplap Weatherboards - April 2014

Shiplap Soffit Detail Based on Fig HC-SHIP-601, Herman Pacific Vertical Shiplap Weatherboards - April 2014

19mm Vertiline Shiplap cedar weatherboards 20mm Particle board floor 20mm Cavibat battens (horizontal)

7mm Ecoply barrier

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Midfloor beam, refer to plan

20

Floor joists, refer to plan

Internal Corner Detail Not to scale

Based on Fig HC-SHIP-301, Herman Pacific Vertical Shiplap Weatherboards - April 2014

2 A3

Notes: - All nail fixings pre-drilled minimum 1mm diameter smaller than the nail gauge.

- All Herman Pacific timber products to be precoated & cut ends and edges and all fresh cut surfaces double coated and sealed before fixing.

- All materials and fixtures are to comply with E2/AS1 Clause 2.2 - For non-hemmed corner flashings, ensure a minimum 75mm cover to Weatherboards beyond the point where BRANZ bulletin 411 compliant Weatherboard lap or rebate combinations terminate at the corner junction.

In Extra High Wind Zone and above, the 75mm cover 8 requirement remains and hemmed edges must also be used.

- Refer to NZBC Acceptable Solution E2/AS1 Table A621 for the separation requirements between CCA treated battens and metal flashings.

20

mm

min

Cavity closer 10mm 4.5mm Hardiflex soffit lining on min.

70x35 battens @ 400crs .

5 A3

Head Flashing Turned up

to form Stop End Midfloor Base Detail

Window Sill Detail

Flexible flashing tape lapped over flashing

.

Head flashing stop end

.

.

Aluminium head flashing with minimum 15 degree fall and optional hemmed edges as per Table 7 E2/AS1

Based on Fig HC-SHIP-202, Herman Pacific Vertical Shiplap Weatherboards - April 2014

Based on Fig HC-SHIP-500, Herman Pacific Vertical Shiplap Weatherboards - April 2014

9 A10

Meter Box Detail

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

Internal lining Timber packer as required Metal angle sealed and riveted around edge of Meter Box. Refer to Figure 69 E2/AS1

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Building underlay

Not to scale

2 ) Do not scale from drawings, if in doubt, ask the designer.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

Vertibat or Cavibat Cavity Battens

Concrete Base Detail

1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

Continuous sealant over PEF rod

Flexible flashing tape continuous along sill, 100mm min. up each jamb and 50mm onto face of underlay

6

Cladding Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes

5mm min. gap

Meter box

A5

www.las.co.nz

Timber nogging as Required Selected Herman Pacific Vertical Shiplap Weatherboard

10mm min. cover

Not to scale

Visit our web site

Cavity closure strip set 15mm above drip edge to cladding

35mm min. cover to flashing

Window Jamb Detail

The DRAWING Shop

Building underlay

Not to scale Based on Fig HC-SHIP-201, Herman Pacific Vertical Shiplap Weatherboards - April 2014

3 A3

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Note: Jamb detail similar to sill

Not to scale

Page No.

Based on Fig HC-SHIP-800, Herman Pacific Vertical Shiplap Weatherboards - Oct 2017 Cavity Fix Vertical Shiplap Weatherboard System

Meter Box Detail

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

HC-SHIP-800 DRAWING

Plywood lining

20 Series block as per engineers design & details

DPC between any masonry & timber

Seal exposed concrete masonry with "StoProtect" Clear Coating System

5mm Min

Air seal and PEF backing rod 45mm Framing Backing rod & sealant

20x20mm Aluminium angle

Timber Garage door jamb 5

Aluminium joinery

1

DPC between concrete and timber

DPC between any masonry & timber

Seal exposed concrete masonry with "StoProtect" Clear Coating System

Air seal and PEF backing rod

20x20mm Aluminium angle

Timber jamb to joinery

A3

Plywood lining

190 Series block as per engineers design & details Timber packers

5mm Min

Continuous Seal as specified in CCANZ CP 3.1.1 backed by a PEF rod

Continuous Seal as specified in CCANZ CP 3.1.1 backed by a PEF rod

Window Head Detail - Timber Framing Scale 1:2 @ A1

45mm Framing 20 Series block wall as per eng design

5 Aluminium joinery

Seal exposed concrete masonry with "StoProtect" Clear Coating System

Timber packers

6 A3

Sill membrane turned 100mm up jambs

5mm Min

4

Aluminium joinery

A3

Garage Door Jamb

Stacker Door Head Detail Scale 1:2 @ A1

45mm Framing

Approved sill membrane

Air seal and PEF backing rod

Timber jamb to joinery All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Timber packers DPC between any masonry & timber

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Plywood lining

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Seal exposed concrete masonry with "StoProtect" Clear Coating System 20 Series block as per engineers design & details

Joinery profile to be confirmed between Client & joinery manufacturer prior to installation 2 A3

Window Sill Detail - Timber Framing Scale 1:2 @ A1

The DRAWING Shop

Sill membrane turned 100mm up jambs

Visit our web site

Gibboard lining 5mm Min

www.las.co.nz

Infill rebate with grout up to concrete level

Aluminium joinery Air seal and PEF backing rod DPC between any masonry & timber Timber packers

Cladding Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Form rebate in slab to suit joinery

Notes

45mm Framing Approved DPC or similar sill membrane

Air seal and PEF backing rod

1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Timber jamb to joinery Timber packers

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

Aluminium joinery

Patio slab 150mm below FFL

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Continuous Seal as specified in CCANZ CP 3.1.1 backed by a PEF rod

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

Plaster membrane

20 Series block as per engineers design & details

Seal exposed concrete masonry with "StoProtect" Clear Coating System

3 A3

Window Jamb Detail - Timber Framing Scale 1:2 @ A1

5 A3

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Stacker Door Sill Detail Scale 1:2 @ A1

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D2.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Garage Masonry Block Wall

Keep deck 12mm clear of the cladding 12

Vertical timber weatherboards on 20mm timber cavity battens Raft slab as per engineers design & details

90x35mm Timber griptread decking Joists @ 450crs as per plans

Raft slab & reinforcing as per engineers design & details

Breather type building paper

Dpc between any timber and concrete

Dpm membrane under slab

Keep deck 12mm clear of the cladding 50

12

25mm Sand blinding

90x35mm Timber griptread decking Joists @ 450crs as per plans

190x45 Joists @ 400crs

190x45 Joists @ 400crs

Substrate as per eng design

1 A6

Deck Connection to Garage

2 A6

Refer to foundation plan

Dpm membrane under slab returns down foundation wall to the top of the footing

Dpm laps 300mm down over the waterproofing membrane and fixed to it with detail tape 200 Series masonry walls reinforced as per engineers design & details

Deck Connection to Minor Dwelling

Free draining scoria

90x45 Timber Battens with 80mm space between

40mm EPS to protect waterproofing Waterproofing membrane installed as per manufacturers instructions

20mm Particle board floor on 240x45 joists @ 450crs

50

Dpc between any timber and concrete Slab & reinforcing as per engineers design & details Dpm laps 300mm up over the waterproofing membrane and fixed to it with detail tape

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

50

50

2/M10 Bolts & 30x30mm washers with rebated heads & timber plugs to match barrier

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

2/M10 Bolts & 30x30mm washers with rebated heads & timber plugs to match barrier

140

90x45 Timber vertical battens with 85mm space between

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

140

Loadbearing wall as per plans Location of stair stringer at midfloor beyond

50

110Ă˜ Novaflow draining to the cesspit as per the siteplan

4 A2

5 A2

Vertical Battens to Stringers Details

Vertical Slats to Midfloor Detail

The DRAWING Shop Visit our web site

25mm Sand blinding

www.las.co.nz

Dpm membrane under slab

Cladding Details 6 A2

Slab Stepdown & Tanking

Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

Masonry Block wall reinforced as per engineers design & details

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

Dpc between timber & masonry

Back flashing chased into masonry wall

Flashing to cover entire corner. Either powder-coated aluminium to match joinery or copper as feature.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision

Timber Packer to suit Flashing tape to corner Backing rod & sealant

Cedar Vertical Weatherboards

1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Breather type building paper

X XX

Weatherboard to Block External Corner

Page No.

D2.2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Selected wall tiles Wall tile adhesive

Compressible grout

Compressible grout

Waterproofing membrane Gib Aqualine

Waterproofing membrane Gib Aqualine

5-8mm Sealant

5-8mm Sealant

Selected wall tiles Wall tile adhesive

Flexible bathroom silicone sealant

Bond breaker Flexible bathroom silicone sealant

Preformed Bath

Preformed Bath

Bath frame

Plinth frame

Preformed Bath Flexible bathroom silicone sealant Bath frame Gib Aqualine Waterproofing membrane Wall tile adhesive Selected wall tiles Compressible grout

Waterproofing membrane

1 A2

1.1

Bath to Wall Detail

A2

Scale 1:5 @ A1

Bath in Plinth Detail Scale 1:5 @ A1

1.2 A2

Bath to Tile Upstand Detail Scale 1:5 @ A1

Selected wall tiles Wall tile adhesive Compressible grout Waterproofing membrane Gib Aqualine

Selected wall tiles Wall tile adhesive

5-8mm Sealant

Compressible grout Gib Aqualine

Selected wall tiles Wall tile adhesive

Flexible bathroom silicone sealant

Compressible grout Waterproofing membrane Gib Aqualine

Selected floor tiles Floor tile adhesive Bond breaker

Bond breaker

Flexible bathroom silicone sealant betweenn vanity top & wall

Waterproofing membrane Flexible sealant

2 A2

3 A2

Vanity to Wall Detail Scale 1:5 @ A1

190

Floor to Wall Detail Scale 1:5 @ A1

100

Selected floor tiles Floor tile adhesive

Allproof industries grate

Selected floor tiles Floor tile adhesive

Vanity top

Waterproofing membrane adhered to floor waste

4 A2

21mm H3 plywood with max 1:40 or 2.5% to drain

Allproof industries Cyclone flange

Furings to form falls on 140x45 joists @ 400crs

Trap under

Waterproofing membrane Flexible sealant

Furings to form falls on 140x45 joists @ 400crs

Tiled Shower Detail - Timber Scale 1:5 @ A1

21mm H3 plywood with max 1:40 or 2.5% to drain

4.1 A2

Shower Waste Detail Scale 1:5 @ A1

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Garage door jamb Garage door rebate

50

25

Garage FFL

Raft slab to eng. design & details

5 A5

Garage Door Rebate

The DRAWING Shop

Scale 1:5 @ A1

Visit our web site

www.las.co.nz Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

Min.

6 A2

Flexible bathroom silicone sealant Stainless Steel Tub

Laundry Tub to Wall Detail Scale 1:5 @ A1

45

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

32-50mm Handrail To Comply With NZBC

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

90

Timber nogging

900 from nosing

5-8mm sealant

Gib Aqualine with a paint finish

6 ) Refer to the MasterSpec attached

Banister Bracket

7 A2

Interior Handrail Detail Scale 1:5 @ A1

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D3

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

45x45 Timber battens with a maximum 100mm gap

Masonry block wall

90x90 Timber balusters @ 1000crs max.

Fix with 2/M12 bolts & 50x50x3mm washers into stringers or boundary joists

Selected pipe, minimum 5° slope through wall

Timber stair stringer

Double boundary joists Joists @ 400crs as per plans

Shiplap on 20mm Cavibat Battens Breather type building paper

Back flashing chased into masonry wall

90x35mm Timber griptread decking

Timber scriber

Timber nogs to suit stairs

Backing rod & sealant

Flexible sealant to perimeter of hole

200 Series masonry walls reinforced as per engineers design & details 90x45 Timber tread support

Dpc between timber & masonry

Pipe Penetration Detail

Bowmac bracket (BS75) 300x300 Concrete footing

Based on detail 507 from the Firth masonry homes construction manual

3 A2

Stair Detail - Timber Handrail All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel 1.0m High glass handrail face fixed as per manufacturers design and details 1000mm

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Vertical timber weatherboards on 20mm timber cavity battens Breather type building paper Keep deck 12mm clear of the cladding 12

90x35mm Timber griptread decking Joists @ 400crs as per plans

20mm Particle board floor

Stringer with M12 bolts @ 900mm crs as per plans Stainless steel joist@hangers 190x45 Joists 400crs

Midfloor beam, refer to plan

90x35mm Timber griptread decking Joists @ 400crs as per plans

The DRAWING Shop

50

3 A5

Fix Bowmac bracket (BS75) to timber stringer with 2/M12 bolts & 50x50x3mm washers

Visit our web site

2/CPC 40 (top & bottom) connecting Joists to Deck Beam as per Eng. Design

www.las.co.nz 50

Shiplap to Block Internal Corner

Floor joists, refer to plan

20

8 A3

Dpc between all timber and concrete

90mm Wide timber packers and EPDM washers at locations of bolts to form a 12mm space between the deck and cladding Hardiflex Soffit Lining

190x35 Top Plate

Deck beam as per plans fixed to the timber posts with 2/M12 bolts

Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes Stainless steel anchors for balustrade installed as per manufacturers design & details 180x180mm Timber posts rebated to house in the deck beam as per the dimensions shown

1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision

5 A6

Deck Connection At Midfloor

2..1 A6

Handrail Detail - Glass

1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D3.1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Cladding, cavity and cavity closer as per the cladding details Dpc between any timber and concrete

Raft slab as per engineers design & details

Custom made stainless steel flashing to finish membrane, chased 20mm into the masonry - 150mm upstand

50

200

Refer to foundation plan

Mowing strip with 1:100 fall away from the building

50mm Sand blinding or GAP7 granular fines Dpm membrane under slab returns down foundation wall to the top of the footing 200 Series masonry walls reinforced as per engineers design & details Free draining scoria

Free draining scoria

Prodrain 8 to protect waterproofing

Prodrain 8 to protect the Dpm

NOTE: Dpc between any timber and concrete

200 Series masonry walls reinforced as per engineers design & details

Waterproofing membrane installed as per manufacturers instructions

Slab & reinforcing as per engineers design & details Dpm laps 300mm up over the waterproofing membrane and fixed to it with detail tape

110Ă˜ Novaflow draining to the cesspit as per the siteplan

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

400 Concrete footing & as per engineers design & details 110Ă˜ Novaflow draining to the cesspit as per the siteplan

50mm Sand blinding or GAP7 granular fines Dpm membrane under slab

High Foundation Wall Detail

2 A5

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Masonry Wall Tanking

Plywood internal Lining

The DRAWING Shop Visit our web site

www.las.co.nz Details

Masonry Block Wall

Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

Dpc between any timber and concrete

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

150 Min.

1 A5

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision

Concrete Patio with 1:100 fall away from building

4 A6

1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Patio Detail Scale 1:5 @ A1 Page No.

D3.2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Raft slab & reinforcing as per engineers design & details Dpm membrane under slab

Refer to foundation plan

Substrate as per engineers design

Dpm laps 300mm down over the waterproofing membrane and fixed to it with detail tape 200 Series masonry walls reinforced as per engineers design & details Free draining scoria All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Pro-Drain 8 drainage board to protect waterproofing

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Dpc between any timber and concrete Waterproofing membrane installed as per manufacturers instructions to the top of the footing 50

Slab & reinforcing as per engineers design & details

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Waterstop RX

The DRAWING Shop

110Ă˜ Novaflow draining to the cesspit as per the siteplan

Visit our web site

www.las.co.nz

Substrate as per engineers design Dpm membrane under slab

Concrete footing & as per engineers design & details

Details Scale: 1:5 @ A1, 1:10 @ A3 U.N.O

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

2.2 A5

Slab Stepdown to Garage & Tanking

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

D3.3

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Refer to Gib bracing systems manual dated June 2011

GIBPlasterboard

GIB Plasterboard 100mm Maximum

To maximise concrete edge distance, locate the GIB HandiBrac flush with the inside face of the stud Proprietary anchor with 15kN uplift capacity

GIB HandiBrac

Locate the GIB HandiBrac centrally on the stud GIB HandiBrac

Proprietary anchor with 15KN uplift capacity and 50x50x3mm galvanised washer

Six 30 x 2.5mm galvanised flat head nails to each side of stud

400 x 25 x 0.9mm galvanised strap (strap passes underneath bottom plate)

Proprietary anchor with 15kN uplift capacity

Three 30 x 2.5mm galvanised flat head nails to each side of bottom plate

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

GIB PANEL HOLD-DOWN DETAILS

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

Concrete Floor - External walls

Concrete Floor - Internal / external walls

Concrete Floor - Internal walls

GIB Plasterboard

100mm Maximum GIB HandiBrac Locate the GIB HandiBrac so that the coach screw is centred over the timber below

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Six 30 x 2.5mm galvanised flat head nails to each side of stud M12 x 150mm galvanised coach screw and 50 x 50 x 3mm square galvanised washer centrally above nog or floor joist

400 x 25 x 0.9mm galvanised strap (strap passes underneath bottom plate)

Jack stud to first nog fixed to accomodate double strap

Six 30 x 2.5mm galvanised flat head nails to each stud and joist

Two 300 x 25 x 0.9mm Galvanised straps M12 x 150mm galvanised coach screw or proprietary equivalent

Three 30 x 2.5mm galvanised flat head nails to each side of bottom plate

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client: Three 30 x 2.5mm galvanised flat head nails to plate

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Six 30 x 2.5mm galvanised flat head nails to each stud and joist

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

GIB PANEL HOLD-DOWN DETAILS

GIB PANEL HOLD-DOWN DETAILS

Timber Floor - External walls

Timber Floor - External walls - Option 1

Timber Floor - External walls - Option 2

The DRAWING Shop Visit our web site

GIB Plasterboard Notes: Care needs to be taken with the installation of the bracing strap.

It should be checked in to be flush with the face of the stud providing a flat substrate for the plasterboard. It should be positioned in such a way that the important corner fastenings of the bracing element are not affected by it. Keeping the strap to the edge of the end of the stud as shown will allow the important corner fastenings to be installed without having to penetrate the bracing strap.

100mm Maximum GIB HandiBrac

M12 x 150mm galvanised coach screw or proprietary equivalent

Full depth solid blocking positioned centrally beneath coach screw

Six 30 x 2.5mm galvanised flat head nails to each side of stud

M12 x 150mm galvanised coach screw and 50 x 50 x 3mm square galvanised washer

www.las.co.nz Fixing Details Scale: Not to Scale

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

400 x 25 x 0.9mm galvanised strap (strap passes underneath bottom plate)

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

Three 30 x 2.5mm galvanised flat head nails to each side of bottom plate

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

GIB PANEL HOLD-DOWN DETAILS

Timber Floor - Internal walls

Timber Floor - Internal walls

1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

F1

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

GIB FASTNER LAYOUTS - GS1-N

GIB FASTNER LAYOUTS - GS2-N

10 or 13mm Gibboard - Minimum length 400mm.

10 or 13mm Gibboard - Minimum length 400mm.

Bracing element

Bracing element

Daubs of GIBFix adhesive at 300mm centres to intermediate studs & nogs

Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs GIB standard plasterboard Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails where sheets cross studs 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

GS1-N Horizontal fixing

18

50 50 50 75

75

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

50 50 50 75

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

50 50 50 75

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Hold-down required. Refer to details

50 50 50 75

75

Refer to Gib bracing systems manual dated June 2011

BL1-H Vertical fixing

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Plywood side 150mm centres to the perimeter of each sheet. GIB corner fastner pattern does not apply to the plywood side. 300mm centres to intermediate studs.

GIB FASTNER LAYOUTS - BLG-H

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only) Hold-down required. Refer to details

BL1-H Horizontal fixing 12 18

18

12

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails at 300crs

75

75

Hold-down required. Refer to details

GSP-H Horizontal fixing

10mm or 13mm GIB Braceline

Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

Bracing element

10mm or 13mm GIB Braceline

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 300crs

50 50 50 75

Bracing element GIB standard plasterboard Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs

50 50 50 75

Bracing element GIB standard plasterboard Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

50 50 50 75

75

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Refer to Gib bracing systems manual dated June 2011

GIB FASTNER LAYOUTS - BLP-H

10 or 13mm Gibboard - Minimum length 400mm.

10 or 13mm Gibboard - Minimum length 400mm.

GIB Braceline one side & GIB standard plasterboard to the other side

Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

75

18

50 50 50 75

Hold-down required. Refer to details

BLG-H Horizontal fixing

50 50 50 75

Refer to Gib bracing systems manual dated June 2011

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails where sheets cross studs 32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only) Hold-down required. Refer to details

BLP-H Vertical fixing

Visit our web site

Hold-down required. Refer to details

50 50 50 75

Refer to Gib bracing systems manual dated June 2011

75

Fixing Details Scale: Not to Scale

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

BLP-H Horizontal fixing 12

www.las.co.nz

10mm or 13mm GIB Braceline Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails at 300crs

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

12

10mm or 13mm GIB Braceline Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails at 300crs

Bracing element

18

GIB Braceline one side & GIB standard plasterboard to the other side

The DRAWING Shop

Plasterboard side shown

Bracing element

75

Bracing element

50 50 50 75

Bracing element

Hold-down required. Refer to details

12

10 or 13mm Gibboard - Minimum length 400mm.

Plasterboard side shown

Bracing element

BLG-H Vertical fixing

GS2-N Horizontal fixing

GIB FASTNER LAYOUTS - BL1-H

10 or 13mm Gibboard - Minimum length 400mm.

Hold-down required. Refer to details

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

Refer to Gib bracing systems manual dated June 2011

GIB FASTNER LAYOUTS - GSP-H

GSP-H Vertical fixing

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

GS2-N Vertical fixing

Refer to Gib bracing systems manual dated June 2011

GIB standard plasterboard (both sides) Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 300crs

18

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 300crs

12

GIB standard plasterboard (both sides)

75

GIB standard plasterboard

GS1-N Vertical fixing

Bracing element

50 50 50 75

Bracing element

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Plywood side 150mm centres to the perimeter of each sheet. GIB corner fastner pattern does not apply to the plywood side. 300mm centres to intermediate studs.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Page No.

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

F2

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz

Refer to Lumberlok - Lintel fixing schedule Lumberlok - Lintel fixing

Lumberlok - Lintel fixing

Lumberlok - Lintel fixing

Lumberlok - Lintel fixing

FIXING TYPE E - 1.4kN

FIXING TYPE F - 4.0kN

FIXING TYPE G - 7.5kN

FIXING TYPE H - 13.5kN

6/90x3.3 nails.

8/90x3.3 nails.

Lintel.

4/90x3.15 nails.

Tylok 4T5 one side.

2/90x3.15 nails directly below the lintel.

2/90x3.15 nails directly below the lintel.

90x3.15 nails @ 250mm crs. Trimmer stud to understud.

90x3.15 nails @ 250mm crs. Trimmer stud to understud.

60

Lintel.

60

6/90x3.3 nails.

Lintel.

Tylok 10T10 one side. (Two rows of teeth into understud)

2/Tylok 10T10 both sides. (Two rows of teeth into understud)

400mm Sheet brace strap to one side.

6/ 30x3.15mm nails to stud

2/90x3.15 nails directly below the lintel.

2/400mm Sheet brace strap to one side.

6/ 30x3.15mm nails to stud 3/ 30x3.15mm nails to bottom plate 6/ 30x3.15mm nails to joist / bearer

2/90x3.15 nails directly below the lintel. (Both sides)

3/ 30x3.15mm nails to bottom plate 6/ 30x3.15mm nails to joist / bearer

90x3.15 nails @ 250mm crs. Trimmer stud to understud.

Lintel.

90x3.15 nails @ 250mm crs. Trimmer stud to understud. (Both sides)

Gib Handibrac Bracket Tylok 2T4 one side.

100

Two Tylok 2T4s one side.

Two Tylok 2T4s both sides.

Two Tylok 2T4s both sides.

Concrete Floor

Timber Floor

Concrete Floor

Timber Floor

M12 Concrete fixing bolt with a 50x50x3 square washer

75

75

M12 Concrete fixing bolt with a 50x50x3 square washer

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

"All other nailing as table 8.19"

"All other nailing as table 8.19"

"All other nailing as table 8.19"

"All other nailing as table 8.19" All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Refer to Lumberlok - Stud to top plate fixing schedule 2/90x3.15 plain steel wire nails driven vertically into stud, plus 1x Lumberlok 6kN Stud Anchor. (CPC80)

TRUSS FIXING RAFTER TRUSS TO TOP PLATE FIXINGS

(All WIRE DOGS & CT200 fixings are into the top plate NOT the packer) 2 x WIRE DOGS

Lumberlok - Stud to top plate fixing

FIXING TYPE A - 0.7kN

FIXING TYPE B - 4.7kN - Option 1

2/90x3.15 plain steel wire nails driven vertically into stud, plus 2x Lumberlok Stud Anchors. (CPC40)

2 x CT200's (Fill nail holes with LUMBERLOK Product Nails 30 x 3.15)

2 x 90x3.15 Skew nails

2 x 90x3.15 Skew nails

Top plate LOAD DETAILS Truss Span 3000 - 10000 Low to Medium wind 3000 - 5000 High to Very High wind Roof Weight Heavy or Light Truss Centres 900 max.

Snow Load to 1.0kPa

JACK TRUSS FIXINGS

Truncated Girder (or semi-gable)

JH95x 165 shown

*3100 max.

* For setbacks up to 4000, use fixings as per GIRDER JACK for all load cases.

6000 - 11000 Low to Very High Heavy or Light 900 max. to 1.0kPa

2 x 100mm Skew nails

LOAD DETAILS SINGLE & DOUBLE COMPONENT TRUSS Wind Low to Very High Roof Weight Heavy or Light 900 max.

Truss Centres up to 1.0kPa Snow Load Max. Supported Truss Span 12000

LOAD DETAILS Max Supported Truss Span Wind Roof Weight Supported Truss Centres Snow Load

2 x WIRE DOGS

RAFTER JACK

200 long x 1mm Folded NAILON PLATE. (Fill all holes to within 10mm of the timber edge)

9000 Low to Very High Heavy 900 max. to 1.0kPa

Girder Truss A

Rafter Jacks Girder Jack

sB rus

2 x WIRE DOGS Rafter Jack

LOAD DETAILS Truss Span Max Wind Roof Weight Truss Centres Snow Load

3100 High Heavy or Light 900 max. to 1.0kPa

*For Very High wind, fix rafter as per GIRDER JACK

JH 47 x 90 JOIST HANGER (Fill all nail holes with LUMBERLOK Product Nails 30 x 3.15) 2 x 90x3.15 Skew nails

GIRDER JACK (& all semi-gables)

100

Support runner of 100 x 50 for chords Hip truss typical of 100 x 50 & runnerfixing for all hip trusses onto of 150 x 50 for chords greater than support runner 100 x 50 VIEW OF AREA CIRCLED

Visit our web site

www.las.co.nz Fixing Details Scale: Not to Scale

9000 max.

320 long x 1mm Folder NAILON PLATE (Fill all holes with LUMBERLOK Product Nails 30 x 3.15 to within 10mm of timber edge)

150

Notes 1 ) All dimensions and underground service locations to be checked on site prior to commencement of work.

2 ) Do not scale from drawings, if in doubt, ask the designer.

3 ) Construction to comply with NZS 3604, local body bylaws and the NZ building code.

4 ) These drawings are only to be used for the purpose they were supplied. No reproduction of these plans is permitted without the written approval of LifeStyle The Drawing Architectural Shop. Services.

5 ) These drawings are subject to copyright & remain the property of The Lifestyle Drawing Architectural Shop. Services.

Boomerang Roof

100

The DRAWING Shop

2x WIRE DOGS 2x 100mm Skew Nails

Girder Truss A

JH 47 x 120 for 100 x 50 to 150 x 50 Girder Bottom Chord JH 47 x 190 for 200 x 50 to 250 x 50 Girder Bottom Chord

2 x 90x3.15 Skew nails Rafter Truss

Joist Hanger Size Single Component Truss JH 47 x 120 on Girder Bottom Chords uo to 150 x 50 deep JH 47 x 190 on Girder Bottom Chords of 200 x 50 deep and above In all cases the max. area of roof supported (ie. setback x supported truss span) not to exceed 48m² Joist Hanger Size Double Component Truss - JH 95 x 165 Fill all holes with LUMBERLOK Product Nails 30 x 3.15Ø

2. ANGLE JOINTS - Octagonal Roof

er T

FIXING TYPE B - 4.7kN - Option 3

DOUBLE COMPONENT TRUSS

CT200 FIXING LOAD DETAILS Truss Span Wind Roof Weight Truss Centres Snow Load

2 x 100mm Skew nails

FIXING TYPE B - 4.7kN - Option 2

SINGLE COMPONENT TRUSS

Proposed Residence for Andrew & Marie Jameson at 165 Constable Road, Muriwai Auckland

Top plate packer

GIRDER TRUSS TO TOP PLATE FIXING All girder trusses up to a span of 9000 and the above load details are to be fixed to the top plate using the CT200 FIXING shown above

Lumberlok - Stud to top plate fixing

RAFTER TRUSS TO TRUSS FIXINGS

1. RIGHT ANGLE JOINTS

JH47x 120 shown

WIRE-DOG FIXING

2/90x3.15 plain steel wire nails driven vertically into stud, plus 1x Lumberlok stud strap (one face only)

Lumberlok - Stud to top plate fixing

Client:

Girder Truss B

Lumberlok - Stud to top plate fixing

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Gird

2/90x3.15 plain steel wire nails driven vertically into stud

6 ) Refer to the MasterSpec attached

Up to 10m span girder

Drawing Revision 1 2 3 4 5 6 7 8 9 10 11 12

10 May 2017 13 Jun 2017 16 Jun 2017 20 Jun 2017 10 Jul 2017 14 Aug 2017 12 Sep 2017 25 Sep 2017 16 Dec 2017 02 Feb 2018 08 Mar 2018 02 May 2018

Preliminary Scheme Plan Minor Floorplan changes + roof + windows RC Plans Minor Changes Resource Consent Updated RC Plans Engineering Issue Building Consent Issue Building Consent Issue RFI Waterproofing minor amendment Relocating SW Dispersal Device

Read in conjunction with the truss manufacturers buildable truss layout Page No.

F3

Rev.

12

Ref No

17197

Phone: (09) 838 0104 / Email: office@las.co.nz