Douglas House Floor Plan

Essential Homes

approx postion of proposed fire place

Notes: sg

sg

sg

sg

sg

sg

sg

sg

Glazing in accordance with NZS 4223 & 2008 amendments sg = Safety glass, joinery manufacturer to confirm

North

4 610

2.5

25°

Aluminium joinery head heights to be 2.0m (excludes entry box unit). Refer to floor plan for door & window sizes. Joinery schedule & sizes to be confirmed on site PRIOR to manufacture

approx. building height

day

ting ligh

m@

All glazing grey tint float except for obscure glass to bathrooms & wc Double glazing to all window and door joinery excluding garage

selected entrance door & sidelite

Minimum slip resistance to steps and landings in accordance with NZBC D1/AS1 Access Concrete or H5 timber step to all access points (owners care) - min 100mm below FFL

Floor

East

Concrete floor (see notes & details)

Cladding

180mm James Hardie Linea weatherboard cladding James Hardie Axon panel cladding

Roof 22.5° pitch. NZS Colorsteel Endura - corrugated profile sg

sg

sg

Fascia & Spouting

sg

Colorsteel fasica & spouting, Marley dp system sg

Joinery ASL Residential suite aluminium joinery

South day

ligh

ting

Builder to refer to the truss manufacturer's producer statement for location of slab thickenings.

2.5

m@

25°

2100high x 4800wide sectional colorsteel garage door BUILDING CONTRACTOR TO ASSESS SITE TO ENSURE DAYLIGHTING & BUILDING RESTRICTIONS ARE COMPLIED WITH. NO LIABILITY FOR ENCROACHMENT SHALL BE HELD BY DESIGNER IF SITE IS NOT SURVEYED BY A REGISTERED SURVEYOR PRIOR TO COMMENCEMENT OF FOUNDATIONS.

West

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

ELEVATIONS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

01 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes Notes:

(bd

y)

ack etb ms 0 . 2

D/W

SITE COVERAGE house area = 204.25m² site area = 805m² Site coverage = 25.4%

48 67

Proposed Residence

13 1 07

n. con SS n. con SW

y) (bd

ack etb ms 4.5

80 74

FGL = 10.000

LOT 9 DPS - 413111 Area = 805m²

BUILDING CONTRACTOR TO ASSESS SITE TO ENSURE DAYLIGHTING & BUILDING RESTRICTIONS ARE COMPLIED WITH. NO LIABILITY FOR ENCROACHMENT SHALL BE HELD BY DESIGNER IF SITE IS NOT SURVEYED BY A REGISTERED SURVEYOR PRIOR TO COMMENCEMENT OF FOUNDATIONS.

79m 21.

80 74

3

m 6 .9 0

12 8

46

Before building is erected on site, all rubbish, noxious matter and organic matter shall be removed from the area to be covered by the building. In suspended timber construction firm turf and close-cut grass may remain provided that cleared ground level (CGL) be taken as the underside of soil containing organic matter. Ensure final building platform & finished ground have an even fall away from building to ensure water not be allowed to accumulate in buildings subflooor. Any fill to be dry & approved by engineer & compacted down in accordance with NZS.3604.1999

FFL = 10.250

d roa

50 35

m 4.5

7 626

ack

00 30

setb

7 21.

ack etb ms 0 . 3

00 30

y ewa driv ed re a pos pro ners c n - ow how s ² 56m ess acc site

36.

N

61

32

00 50

91m

y) (bd

50 35

et tre h S

y) (bd

nc

9m

Fi

00 50

ne pho er pow r e wat

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

SITE PLAN

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:200 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

02 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes Notes: Plumbing to AS/NZS:3500.2.2 (min 1:60 pipe gradient) by qualified tradesman. Use 75mm ø uPVC downpipes. Contractor locate all service connections on site prior to earthworks confirm all boundary setbacks & restrictions comply with current regulations prior to commencement of foundations. All waste pipes PVC. Sizes, fall, venting & discharge to be confirmed by NZ qualified plumber. Confirm positions of available services cabling etc on site prior to any excavation

DP

SW

-D

N

10 0

DP HT

AA

D/W

00

V

1 - DN W S

HT

SW conn. SS conn.

DP

G OR

o TV IP

DP

IP

SW

S

D W-

N1

00

N -D

AS/NZS 3500

0 10

IP

symbol

legend

item DN100 PVC SS pipe, DN100 min, water closets (ref specs) min 1:60 gradient

IP

DN100 PVC SW pipe, min 1:120 gradient

IP

min PVC fixture waste pipe sizes: DN40 basins, DN40 single head showers, baths, sinks & ldy tubs, DN50 multiple heads showers, DN65 unvented branch drains min 1:40 gradient. 20mm HWC vent drain (copper) DN65 to all wastes discharging directly into drain under slab

HT

DP

shower floor waste with clean-out

IP

inspection point

RP

rodding point

TVo

DN50 terminal vent & cap to roof, weatherproofed by plumber with compatible flashing sealed to roof

DP

75mm ø upvc downpipe

ORG

overflow relief gully (150min below lowest fixture invert level)

AAV

Air admittance valve

HT

Hose Tap

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

DRAINAGE PLAN

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

03 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes Notes: Ensure granular hardfill is evenly compacted down in max. 150mm layers to form a solid base with bearing capacity greater than 300kPa. Min. 5mm - 25mm max. sand blinding to cover hardfill to ensure the vapour barrier is protected from any granular protrusions. 450x450x300 deep conc. pads may be required under girder pointload areas 300widex200deep slab thickenings may be required under load bearing walls - see final roof truss layout plan to confirm location conc. floor to comply with NZS.3109, surface tolerances, & NZS.3114, maximum deviations of 3mm

Always cross reference the foundation plan with the floor plan prior to setting out

25 160 3 700

12 160

9 300

50thick EPS (expanded polystyrene sheet) laid under slab to bathrooms & wc

detail 01a

Confirm layout & fittings of kitchen & bathrooms etc before foundation commences

4

3

300

cut alongside wall

4 050

4 160

1 513

2

2 500

2 500

1

3 790

2

550

Builder to refer to the truss manufacturer's producer statement for location of slab thickenings.

4 600

3

1

1

1

3 700

6 160

400

1 3

1

The bay dimensions formed by either construction or shrinkage control joints shall be limited to a maximum length:width ratio of 2:1. Maximum bay dimensions in exposed concrete, vinyl or tiled areas to be 6m x 6m.

detail 03

6 450

1 detail 01

660

4 100

1 3

5 000

6 600

3

Note, direct fix Axon cladding requires frame to overhang slab foundation by 6mm NZS3604:1999 Section 7: floors 7.5.8.6.4

3

detail 02

CONTRACTOR TO REFER TO TRUSS MANUFACTURERS PRODUCER STATEMENTS FOR ANY FURTHER LOAD BEARING FOOTING/SLAB THICKENINGS THAT MAY BE REQUIRED TO SUPPORT ROOF LOADS

11 310

slab thickening

4

11 310

3

3

300

slab thickening

1

detail 02c

4 840 over door trim

4 slab thickening

3

3 110

confirm garage door rebate size & depth on site

2 390

4 800

6 160

free joint

7 560 1

cut alongside wall

6 915

1 240

1 955

1

5 440

3

4 710

3 525

4 660

300

3 790

5 200 4 560

cut alongside wall

2

4 160

2 060

550

1

3 700

660

1

4 480

5 190

1 840

6 160

25 160

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

FOUNDATION

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

04 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

level 4 stopping on 10mm gib linings, wall insulation

building wrap with builders strap stapled between studs to nogs header block anchor plate fully nailed @900crs + 1/75x4mm concrete nail along side anchor DPC under all framing

exterior cladding

cladding below FFL min. 50mm

H3.1 scriber

masonry series blocks as required compacted hardfill

75mm

300deep x 300wide conc. footing, 2/D12 bars, D10 starters @ 600c/c, 75mm GROUND COVER

architrave or grooved liner

weather grooved H3.1 treated facing or equivalent

NOTE: min clearance FFL - FGL -unprotected ground 225mm -permanant paving 150mm

Builder to refer to the truss manufacturer's producer statement for location of slab thickenings.

ex 25x180 H3.1 fascia

Drive

25mm Depth Rebate GARAGE *confirm with selected garage door manufacturers specifications

Garage Door Detail (plan view)

Detail 03

Footing Construction Scale 1:10

Scale 1:10

DPM separation barrier to free joint mesh

level 4 stopping on 10mm gib linings, wall insulation

100

exterior cladding building wrap with builders strap stapled between studs to nogs

starters 400 min. lap into slab over mesh, min 30mm cover

30mm min

framing

fold building paper around end of cladding

300mm detail 01

10mm gib linings

min

300mm

1/D12 bar

to be read in conjunction with window details

Garage Door

30mm min

100mm concrete slab, 0.25mm polythene on 5-25mm sand blinding

door size 4.8m (+ trim)

starters 400 min. lap into slab over mesh, min 30mm cover

50thick EPS (expanded polystyrene sheet) laid under slab to bath rooms & wc

Essential Homes

exterior cladding

header block anchor plate fully nailed @900crs + 1/75x4mm concrete nail along side anchor DPC under all framing

100mm concrete slab, 0.25mm polythene on 5-25mm sand blinding

damp proof membrane detail 02c

Free Joint Detail Scale 1:10

cladding below FFL min. 50mm frame overhangs footing 6mm masonry series blocks as required

compacted hardfill

load bearing timber framed wall R10 stirrups @600c/c

mesh

100 2/D12 bars

min

75mm

300deep x 300wide conc. footing, 2/D12 bars, D10 starters @ 600c/c, 75mm GROUND COVER

NOTE: min clearance FFL - FGL -unprotected ground 225mm -permanant paving 150mm

200

300mm

1/D12 bar

300

300mm detail 02 detail 01a

Footing Construction

damp proof membrane

Slab Thickening Detail Scale 1:10 (refer final truss design for varied location if required)

Scale 1:10

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

Plan :

FOUNDATION DETAILS high Date: 26.05.11 Scale: 1:10 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

EH198alt

Project No:

OS381

Sheet no :

05 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes

25 160

90

5 980 600 90

90

2 000

3 610

90x90

4 480

90

3 790

90 1 400 90 90

4 480

2 080 5 010

5 190

550

90 5 980

11 310

1 200x600

2 000x1 430

section BB

al. box unit 860 door + sidelite

WALL TYPES KEY: James Hardie Linea w/board James Hardie Axon Panel

f l o o r a r e a = 204.25sqm

2 000x2 400

90

90x90

1 200x600

2 000x600

90x90

600

150x90

90 1 900

600 90

690

190x90

6 160

810

1 600

950

2 000x600

2 500

2 000x600

90x90

1 520

3 700

600

4 600

150x90

150x90 2 000x2 400

90

13

bifold

dining

600

90

lounge

2 000x3 600

850

1 200x1 800

240x90

entry 150x90

90x90

family

3 570

2 000x600

760 Proposed fire place & hearth

si 80 nk 0 20 wid 0 e o/ be ha n ng ch ,

dw

1 200x1 600

13

950 2/710 c/slider

2 580

attic trusses above (prenail to confirm)

2/710

2/610

950

950

ceiling d o u b l e access g a r a g e

810

1 600

3 500

810

90

150x90

900

760

810

fridge 1000 space cnr hob, U/B pantry oven & cr. r/hood

kitchen

6 510

6 510

full ht gibbed c/slider

600 90x90

r/slider

1 700

2 000x2 700

4 010

90

900

200x90

900sq acrylic shwr

no insulation to external garage walls

710

13

bed 4

5 000

2/610

w/r

bath

760

900 van

13

bed 3 810

810

master bed

wc bed 2

90x90 tub 14 w/m nic. l d y dry nic.

14

90

150x90

1000 sq 13 14 acrylic shwr

1 000

2 990

1800 bath

coved trusses

2000x880 - al. box unit

90

1 200x1 800

2 500

150x90

90

90x90 wc

gas infinity system & bottles (gas fitter to confirm position & model)

2 300

150x90

ens

810

150x90

1 200x1 600

150x90

2/610

1 725

800x1 200

wc

D /W

6 600

800x600

810

90

90

90

1 480

90 1 725

3 540 90

1 970

90 90 3 980

550 4 160 11 310

150x90

obsc

1 200x1 800

90x90

600 van

600x1 200

5 290

765

obsc 1 200x1 800

810

90

800x800

400

obsc

section AA

90

90

3 140

1 150

90

2 120

90

90

900

90

90

2 980

900

600

90

2 980

600

90

90

1 950

90

90

5 820

3 610

660

90

9 300

90

4 840

12 160

over door trim

3 700

Elevation Guide

660

n

1 000

w

2100 high x 4800wide sectional garage door frame out under structural gable truss above

e

Always cross reference the foundation plan with the floor plan prior to setting out

2 900

s

3 370

90

90

1 840

6 160

25 160

Notes: Rinnai Infinity 26lt gas hotwater & cooking with vented r/hood. Ensure gas appliance installation complies to NZS 5261: 2003. Polybutylene water supply pipes. Hot water supply pipes shall be thermally insulated to comply with H1/AS1 5.0. All pipework exposed to freezing to be lagged in closed cell foam.

CONTRACTOR TO REFER TO TRUSS MANUFACTURERS PRODUCER STATEMENTS FOR ANY INCREASED LINTEL SIZES THAT MAY BE REQUIRED TO SUPPORT ROOF LOADS

Where there are more than 3 tapered gib ceiling sheet joins the third join shall be back blocked using gib off-cuts & GIB-Cove Bond not gib-fix glue, in accordance with winstones gib fixing site guide January 2010

Joinery sizes shown are box sizes & are preliminary only. Site measure and confirm all joinery sizes, reporting to designer any changes, PRIOR to ordering joinery. No liability shall be held by designer for incorrect supply of joinery.

Please confirm layout & fittings of kitchen & bathrooms etc before foundation commences gas bottles: 1000mm from door, drain or air vent, 1500mm from any point of ignition, 150mm from any opening window. (gas fitter to confirm)

Truss designers to confirm lintel/beam sizes/fixings comply with 1 kPA snow loading - increase as necessary

gas water heater: 300mm from any opening door or window, 75mm from down pipes, 500mmm fuse or electric box, 1000mm from gas botttles, 300mm from wall or corner, 1500mm from ground. (gas fitter to confirm) All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Copyright 2010 A1 Homes NZ Client Details :

FLOOR PLAN

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

06 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes Notes: all electrical work & items to comply with; NZBC F7/AS1, AS/NZS 3000, AS/NZS 3008, AS 3786, AS/NZS 5000.2: 2006 This layout is preliminary only - confirm final positioning & fitting allowance with client contract specifications SD - Approved smoke detectors required within 3.0m of any sleeping space - first alert or similar Down lights to be CA-Rated Type (max 1 per 5m²). Ventilation system to vent ducts & r/hood to soffit outlet

R

R R R

R

R R

R

R

SYMBOL

R

R

SD

TV

R=3.0m

SD

R

R

R=3

R

R

R

feature halogen

TV

R

R

R

recessed downlight

switch

.0m

R

R

ELECTRICAL LEGEND

television outlet

R R

D /W

telephone jack

double power point

3in1 fan light R

TV

R

R

SD

R

smoke detector (first alert or similar)

meter box

wall light - external

auto garage door opener

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

ELECTRICAL

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: 1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

07 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes L2

L2

L3

90x90

150x90

26

spouting

L3 150x90

Notes:

external load bearing walls

L1

L2

90x90

150x90

L3

coved trusses

24

150x90

300

B

L2

150x90

24

Refer to attached pre-cut design & documents for all lintel sizes, truss & top plate fixings. This layout is preliminary. Read in conjunction with final PS1 & pre-cut design & documents. If a discrepancy occurs contact pre-cut manufacturer or, contact acd architecture immediately on 07 541 3133

600

25

600

detail 08

25

90x90

23 23

fall

va lle y

fall ridge

Chimney flue

24

L3

23

23

600

600

spouting

25

gable

ridge

23

600

600

1 000

90x90

L1

25

L1

L1

26 spouting

B

25

L1

26

B

L3 gable

A

B

90x90

600

150x90 25

Builder to refer to the truss manufacturer's producer statement for attic truss design.

C

23

26

L3 25 A

L1

300

300

150x90

L1

C

190x90

24

fall

L3

spouting

25

300

2/100x3.75 skewed nails + 2 wire dogs (3 wire dogs if loaded dimension over 4.5m) truss or rafter to top plate conn.

Pe Ar riph ea e = ry R 0. 2x oof W

150x90

26 90x90

B

L3

25

For girder truss loads use a min. of: Fixing L3 where girder carries more than 10sqm of roof and Fixing L4 where girder carries more than 18sqm of roof.

150x90

19

24

240x90

C 26

va lle y

22

90x90

ridge

detail 07

600

150x90 24

C

22

22 y lle va

spouting

L3

23

spouting

hi p

19

B

B

L3

detail R

90x90

spouting

21a attic trusses

fall

ridge

spouting

26

ceiling access

y lle va

25

600

200x90

90x90

22

fall

25

hi p

23

Truss designers to confirm lintel/beam sizes/fixings comply with 1 kPA snow loading - increase as necessary.

25 gable

19

ridge

fall

L3

150x90

A

gable

19

detail 06

2/100x3.75 skewed nails + 1 wire dog purlin to truss connection (2.7KN fixing) as per table 10.10 NZS.3604.1999 These fixings for Main & periphery roof areas Main Roof Area X - stud to top plate fixing ( refer wall fixing charts)

'Y'

Y - lintel fixing ( refer wall fixing charts) corrugated profile max purlin spacing End Internal 700 1100

Periphery Roof Area = 0.2xW

Note: every sheet of roof cladding to span at least 3 supports detail -

roofing to be fixed with min 12 guage screws that comply with Class 4 of AS 3566: part 2. Ridge, hip, valley, gutter & periphery roof areas, fix side laps & every second corrugation - remainder fix side laps, miss 2, hit 1

Width

'X'

Truss & Purlin Connection (high wind zone)

Scale 1:10

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

ROOF PLAN

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

08 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

stopend 130 ver . co min

overall valley gutter width 250mm min

selected profiled roofing

profiled roofing

20m m min

underlay

R

75x40 (min 600 long) nailed to exterior side of top plate with 4/75x3.15mm nails on each side of hole or notch

clearance between roofing 50mm min 80

screw fixing

soft edge dressed over corrugate

underlay, lapped over edge of purlin & top of tray

valley to be waterproofed in accordance with E2 clause 8.1.6.2 NZBC

50mm min

roll top ridge flashing

Essential Homes truss

separate roofing wrap under tray NOTE: add extra studs if necessary, to ensure load of truss is fully supported

25mm H3.2 valley boards support for colorsteel valley tray - discharge to gutter

Ridge Flashing Detail Scale 1:10

detail 07

Valley Flashing Detail

Detail -

Scale 1:10

plate check or hole

Top Plate Penetration Scale 1:10

75x50 r/s purlins 50mm

roofing underlay

*varies

selected longrun roofing

550mm to line of wall in background

selected longrun roofing roof underlay

90x45 dummy rafters

*50mm min for low - high wind zone 10° pitch or greater -70mm min for very high wind zone or less than 10° pitch

4.5mm hardiflex soffit lining. Seal edge Thermakraft cover up building wrap air barrier over gable truss face

0.5 BMT flashing when 10° pitch & under or very high wind spouting & fascia board strengthened top chord

refer table 10.12 NZS 3604 for fixing

ceiling insulation

4.5mm hardiflex soffit lining ceiling insulation

exterior cladding

ripped down soffit mould 25x25 arris leading edge, apply exterior compatible silicone, pre-drill & nail

Gib linings on ceiling battens 2/140x45 lintel *2010mm joinery trim height

detail 08 detail 06

Gable Wall Construction Scale 1:10

Coved Truss Detail Scale 1:10

exterior cladding

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

ROOF DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: 1:10 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

09 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes N

M

O

Q

P

R

S

Notes: ALL GIB® BRACES FIXED IN ACCORDANCE WITH THE LATEST WINSTONES GIB BRACING MANUAL

BRACING ELEMENT TABLE A

A2 1.9 GS1 M1 1.2 GS1

A3 4.3 GS1

A1 1.1 GS1

P1 2.0 GS1 O1 1.7 GS1

N1 1.4 GS1

B

M2 1.2 GS1

S1 0.5 BL1

Q1 2.9 GS1

BRACE TYPE

PRIMARY BRACE

SECONDARY BRACE/S

GS1

10mm GIB std plasterboard on one side minimum length 0.4m

N/A

BL1

10mm GIB BRACELINE on one side minimum length 0.4m

hold down straps + 1/M12 bolt ea. end

R1 1.1 GS1

B2 2.9 GS1 B3 2.2 GS1

B1 2.1 GS1

LABEL No.

P2 0.6 GS1 N2 1.7 GS1

C1 1.2 GS1

R2 2.0 GS1

O2 1.4 GS1

C3 3.5 GS1

S2 0.5 BL1

BRACE ELEMENT LENGTH BRACE TYPE AS TABLE

D /W

C C1 0.5 GS1

N3 0.7 GS1

O3 0.6 GS1

C2 0.4 GS1

P3 0.6 GS1

Q2 2.4 GS1

D3 1.3 GS1

D4 1.3 GS1

D M12 Ramset bolt as per table 1+ 50 x 50 x 3mm square galvanised washer

150

D2 0.6 GS1

18mm from cut edge

50 50 50

100mm Maximum

400 x 25 x 0.9mm galv. strap (strap passes underneath bottom plate

12mm from tapered (paper bound) edge

150

D1 0.6 GS1

Six 30 x 2.5mm galvanised flat head nails to each side of stud Three 30 x 2.5mm galvanised flat head nails to each side of bottom plate

50 50 50 150 150 *Fastening pattern for GIB bracing elements

detail -

Concrete Floor Internal / External Walls

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

BRACING PLAN

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:1:100 Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

10 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Std 10mm or 13mm GIB Horizontal Fixing

Essential Homes

Std 10mm or 13mm GIB Vertical Fixing

single 32mm x 6g GIB Grabber drywall screws or 30mm GIB nails @ 300crs single 32mm x 6g GIB Grabber drywall screws or 30mm GIB nails where sheets cross studs Daub of GIBFix adhesive at 300 crs to intermediate studs & nogs 32mm x 6g GIB Grabber drywall screws or 30mm GIB nails @ 150mm crs to perimeter of bracing element

GS1 GS2

- Lined one side min Length 0.4m - Lined both sides min Length 0.6m

10mm or 13mm GIB Braceline Horizontal fixing

10mm or 13mm GIB Braceline Vertical fixing

single 32mm x 7g GIB Grabber drywall screws or 30mm GIB nails @ 300crs single 32mm x 7g GIB Grabber drywall screws or 30mm GIB nails where sheets cross studs Daub of GIBFix adhesive at 300mm crs to intermediate studs 32mm x 7g GIB Braceline screws or GIB Braceline nails @150mm crs to perimeter of bracing element

hold downs ea. end of element BL1

hold downs ea. end of element

- Lined one side, min length 0.4m

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

BRACE FIXING DETAILS high Date: 26.05.11 Scale: N.T.S Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

11 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes 22.5° pitch 24

21 19 18 26

26 25

25 9

2 421

20

stud height

10

9

20

master bed

FFL

10

2

FGL 1

A A

Cross Section Scale 1:50

NZBC:EXTERNAL MOISTURE Table 2:

* 75mm min ground cover on foundation steel

Acceptable Solution E2/AS1

Building Envelope Risk Matrix Paragraph 3.1.2, Figure 1

Note: Corrosion Zone 3 (exposure environments as defined by NZS 3604 : fig 4.2 & table 4.1) RISK SEVERITY

LOW

MEDIUM

HIGH

VERY HIGH

Subtotals for each Risk Factor

Wind zone (per NZS:3604)

0

0

1

2

1

Number of storeys

0

1

2

4

0

Roof/Wall intersection design

0

1

3

5

0

Eaves width

0

1

2

5

2

Envelope complexity

0

1

3

6

1

Deck design

0

2

4

6

0

Total Risk score:

4

Risk Factor

NOTE: Risk score shown is the highest risk score for all elevations & all claddings. All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Fixings & Fastenings (excludes nails and screws): In 'closed' environments - mild steel (uncoated, non-galvanized) Connections to treated timber piles - type 304 stainless steel or hot-dip galv steel. In roof spaces - continuously coated galv steel (nail plates) & hot-dip galv steel (wire dogs, bolts). In sheltered environments - hot-dip galv steel. In exposed environments - type 304 stainless steel or hot-dip galv plus epoxy powder coating. Minimum concrete strength after 28 days shall be: (a) 10 MPa for unreinforced concrete in mass foundations (b) 17.5 MPa for unreinforced & reinforced concrete applications either not exposed or exposed to weather Nails & screws used for framing & cladding: Structural cladding (50 year durability) - galvanized steel Non-structural cladding (15 year durability) - galvanized steel Framing in 'closed' areas including roof spaces - mild steel Framing in 'exposed or sheltered' areas - galvanised steel

Copyright 2010 A1 Homes NZ Client Details :

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

CROSS SECTION & RISK MATRIX

high Date: 26.05.11 Scale: as shown Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

12 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes

22.5° pitch 1 000

cladding shown dotted for clarity

21a

BRANZ approved tape over flashing & paper

attic trusses @900cts 18 26

2 400

25

25

app. floor span

10

20

2 420 stud height

9

Builder to refer to the truss manufacturer's producer statement for attic truss design.

35mm min cover

selected 20mm flooring

wall lining building wrap folded into opening & fixed to frame using appropriate fixing water resistant 'air seal' to perimeter of cavity

colorsteel head flashing

26

10mm min cover

9

5mm

colorsteel angle, seal & rivet in place

packers as required

20

garage

10a

FFL

flexible flashing tape over building wrap colorsteel meter box (PVC optional)

2

FGL 1

B B

Cross Section Scale 1:50

5mm * 75mm min ground cover on foundation steel

10mm min cover continuous sealant to colorsteel angle around bottom and sides building wrap detail -

Note: Intermediate floor joists to be same size as the bottom chord size.

Meter Box Detail Scale 1:5

NOTE: accurate slot to be cut in cladding to enable fit around head flashing. Prevent moisture ingress at end of slot by sealing gap.

Trimmer joist size to match the intermediate floor joist size. Fix trimmer & intermediate joists with LUMBERLOCK joist hangers, JH 47x90 and secure top of joists with 1 skew nail

approved tape over flashing & fixings

building wrap

trimmer joist

head flashing with 50mm upstand

joist hanger JH 47x90

interior lining intermediate joists @ 900 ctrs

flashing tape over building wrap fitted around corner as shown

lintel or framed out gable truss architrave or grooved liner

Attic trussers @ 900mm ctrs. fixed with min. 2 wire dogs both ends

fl o o

r sp

packer @ fixing points H3.1 ex25mm x 180mm fascia

an

detail -

Floor Joist Connection Detail

studs

Detail 03a

Garage Door Head Flashing Scale 1:10

Scale 1:25

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

CROSS SECTION & CONSTRUCTION DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: as shown Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

13 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Notes:

Essential Homes

All works shall be undertaken & supervised by NZ qualified, registered or licensed trades people. All works shall comply with the New Zealand Building Code and its approved documents & acceptable solutions All works shall comply with the following documents, but not limited to; B1/AS1 & VM1 Structure B2/AS1 Durability C2/AS1 Means of Escape C3/AS1 Spread of fire D1/AS1 Access routes E1/AS1 Surface water E2/AS1 External moisture E3/AS1 Internal moisture F4/AS1 Safety from falling F7/AS1 Warning Systems G1/AS1 Personal Hygene G2/AS1 Laundering G3/AS1 Food preparation & prevention of contamination G4/AS1 Ventilation G5/AS1 Interior environment G7/AS1 Natural light Preservation Council G8/AS1 Artificial light G9/AS1 Electricity G11/AS1 Gas as an energy source G12/AS1 Water supplies G13/AS1 Foul water H1/AS1 Energy efficiency

NZS 3604: 1999 Timber framed buildings NZS 3602 Timber & wood based products for use in buildings NZMP 3640: 2003 Chemical preservation of round & sawn timber NZS 4229: 1999 Concrete masonry buildings

NZS.4223 Glazing in buildings

Wet Areas BATHROOM / WC/ KITCHEN / ENSUITE (floor finishes)

13

AS/NZS 3000 & 3008 Electrical Installations & Electrical regulations

AS/NZS 3500.2 Plumbing and drainage AS/NZS 4218: 2009 Thermal insulation

BATHROOM / LAUNDRY / ENSUITE (wall & ceiling finishes) 14

Foundation & Slab 1

2

300wide x 300deep conc. footings, 2/D12 bars, D10 starters @ 600crs, 20 or 25 series masonry blocks as required, 17.5MPa blockfill, 1/D12 bond bar tied to top of starters. 90mm wide malthoid under base plates to external walls. 1/anchor plate cast into slab @ 900 crs to slab perimeter for hold-down connection plus 1/75x4mm concrete nail alongside anchor plate at no less than 70mm from the concrete edge.

4

Ceilings

Insulation 19

R3.6C pink Batts insulation to all ceilings except garage.

20

R2.4W pink Batts insulation to all exterior wall cavities excluding garage, however including walls between house & garage, ensure snug fit not a tight fit.

300x200 deep slab thickening, 2/D12 bars with R10 stirrups @ 600crs

Roof

External Walls

(msg8/vsg8)

(MSG/VSG 8) 9

90x45 H1.2 frame + 140x35 H1.2 packer plate, studs @ 600crs max, nogs @ 800crs. THERMAKRAFT Coverup building wrap taken up to top plate. 10mm gib linings to inside face of walls - level 4 paint finish

James Hardie 180mm LINEA weatherboards installed, flashed and finished to the latest James Hardie specifications and in 10 accordance with NZBC: E2/AS1 External Moisture. Merchant to include all flashings & fixings as required by cladding system. 10a

10mm GIB Aqualine, 1/coat GIB Sealer with 2/coats semi-gloss or gloss, acrylic enamel paint

70x35 KD ceiling battens nailed to trusses @ 450crs. Ensure battens are straight prior to lining. 10mm Gib linings with Gib Grabber 18 screws @ 450crs each way. Gib fix adhesive where appropriate. Do not screw where you glue. Gib stopping to level 4 paint finish. 1/850sq ceiling access to roof space

100mm thick concrete slab 665 reinforcing mesh on 0.25 polythene. 150mm max layers of dry compacted granular hardfill in accordance with NZS 3604:1999. 50mm thick EPS (expanded polystyrene sheet) laid under slab to bathrooms & wc.

Reinforced slab shrinkage control joints - 25mm deep saw cuts to form bays with maximum ratio of 2:1. Bays in exposed or 3 vinyl areas 6m max

Non-slip vinyl lining over sealed floor. Minimum slip resistance co-efficient for level surface between 0.25 - 0.50 acceptable in accordance with NZBC: D1/AS1 Access. Option 1 - Cove vinyl up wall 100mm, fix skirting or vinyl smooth edge to wall junction Option 2 - Waterproof seal vinyl to edge of painted skirting, contractor to comply with NZBC: E3/AS1 Internal Moisture.

JH 9mm Axon Panel, installed flashed and finished to the latest James Hardie specifications and NZBC: E2/AS1 External Moisture (see attached technical specification for more fixing details and information). Merchant to include all flashings & fixings as required by cladding system.

21

Pre-fabricated Kiln Dried GANGNAIL 22.5° pitch trus ses @ 900crs - self supporting underlay laid vertically with min 150mm lap on 75x50 r/s H1.1 purlins (refer truss & purlin connection detail on page 08 for crs & fixing requirements)

21a

Pre-fabricated GANGNAIL 22.5° pitch H1.2 attic 20/2 0 trusses - self supporting underlay laid vertically with min 150mm lap on 75x50 r/s H1.1 purlins (refer to Prenail design)

22

Colorsteel valley trays fixed to ex 25mm H3.2 valley boards (see detail)

23

Strip bracing & tensioners tightened firmly across roof planes.

24

Longrun colorsteel roofing as per elevations. Roofing fixed with compatible roofing nails or screws and sealing washers, by qualified persons with flashings as required to all junctions - flashings fixed with compatible roofing screws and sealing washers

Exterior Joinery

Soffit

Aluminium joinery installed to comply with NZBC: E2/AS1. H3.1 jambs, 20mm grooved liners. Approved window 11 sealing tape to all openings (see detail). Flashing tape over flashing fixings. Do not fix cladding through flashings. Glazing to comply with NZS:4223. & 2008 amendments.

(see details) 25

4.5mm Hardiflex soffit lining fixed to 90x45 soffit bearers & 90x45 stringer at wall. 300 eaves to gables (90x45 dummy rafters + 90x45 fly rafter), 600 eaves to remainder (refer roof plan), 25x19pp soffit mould.

26

Colorsteel fascia, Colorsteel spouting & MARLEY downpipe system. 1kPA snow straps @ 450 crs.

Internal Walls (MSG/VSG 8) 90x45 H1.2 frame + 140x35 H1.2 top plate packer, studs @ 600crs max, nogs @ 800crs. Standard 10mm gib 12 linings throughout, except wet areas. Fixed to comply with the latest Winstones Gib Manual. Bottom plate fixing : concrete floor - Ramset HD875 drive pin (or equivalent) @ 600crs All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Copyright 2010 A1 Homes NZ Client Details :

PLAN NOTES

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: N.T.S Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

14 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes

Building wrap continuous around corner Face nail weatherboards to inner studs only Linea Weatherboard Fix box corner with 40mm HardiFlex nails in indentation provided @ 400mm vertical centres. Fix to both flanges. Polyethylene DPC flashing with folded edges staple to framing. Minimum cover to be 100mm each side.

Maximum 2mm gap typical Aluminium external box corner

James Hardie flat sheet cladding, seal edge prior to installation

Flexible sealant 2mm maximum

External Corner Junction Betwen Linea Weatherboard & Axon Sheet Cladding

H3.1 treated pre-premied packer to suit Scale 1:2

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

Plan :

CLADDING DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

N.T.S high Date: 26.05.11 Scale: as shown Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

EH198alt

Project No:

OS381

Sheet no :

15 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes Building wrap 70 min

Selected coating

Axon Panel

35

Stud

Building wrap

Axon Panel 50mm wide x 1.5mm thick Inseal 3259.

18 10

35

15 °

1 - 2mm gap

40 x 2.8mm HardiFlex nails

18

Alternative Flashing Option

Flexible sealant Scale 1:2

15mm

15mm

Shiplap Joint

Seal edges of sheet before fixing Aluminium horizontal 'h' mould Cavity batten

Axon Panel

Horizontal Joint Detail

Scale 1:2

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

CLADDING DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: N.T.S Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

16 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

head flashing taken past edge of aluminium 30mm min, seal ends with exterior grade MS sealant

no exposed timber H1.2 frame

FRAMING

apply approved peel & stick flashing tape over head flashing sealing it to b.wrap

building wrap well stapled to frame first then apply peel & stick window sealing wrap to all corners

NOTE : all openings are to be waterproofed with approved flashing tape as shown

NOTE: peal & stick tape to run full length of opening on sill

1.

min. 50mm past opening 3.

2.

bevel back weatherboard

wall lining

Window Jamb NOTE: where support brackets are required by the window manufacturer to carry the frame and glazing loads they must be supplied as an integral part of the window installation & installed to the manufacturers recommendations

lintel to NZS:3604

35mm min cover

BRANZ approved tape over flashing & paper

head flashing with 15° fall

packers water resistant 'air seal' to perimeter of cavity

5mm

Essential Homes

water resistant 'air seal' to perimeter of cavity packers

building wrap

line of sill pan below

10mm min cover flexible flashing tape over building wrap

7.5mm nominal Also refer NZBC clause E2/AS1 document for head & jamb details.

flexible flashing tape over building wrap aluminium window frame (refer manufacturer for method of fixing & support)

Window Head

unit support block Window Sill WANZ sill pan min 5mm gap Do Not Seal 10mm min

WANZ support angle

bevel back weatherboard

20mm min upstand to ea. end of sill flashing

scriber to suit weatherboard profile, sealed to weatherboards

packers

10mm min 7.5mm

detail -

Linea Window Detail

20mm min

line of head flashing above

Scale 1:2

water resistant 'air seal' to perimeter of cavity building wrap folded into opening & fixed to frame using appropriate fixing

flexible flashing tape over building wrap building wrap

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

WINDOW DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: as shown Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

17

of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes flat sheet cladding

wall lining

BRANZ approved tape over flashing & paper

35mm min cover

lintel to NZS:3604

head flashing with 15° fall

packers

10mm min cover 7.5mm nominal

10mm min

WANZ support angle

line of sill pan below

flexible flashing tape over building wrap

Also refer NZBC clause E2/AS1 document for head & jamb details.

Window Head

flat sheet cladding continuous seal foam bond breaker

unit support block

min 5mm gap Do Not Seal

packers

building wrap

flexible flashing tape over building wrap

WANZ sill pan

water resistant 'air seal' to perimeter of cavity

water resistant 'air seal' to perimeter of cavity

5mm

aluminium window frame (refer manufacturer for method of fixing & support)

Window Jamb

NOTE: where support brackets are required by the window manufacturer to carry the frame and glazing loads they must be supplied as an integral part of the window installation & installed to the manufacturers recommendations

Window Sill

20mm min upstand to ea. end of sill flashing

10mm min 20mm min

packers detail -

7.5mm

line of head flashing above

Axon Window Detail Scale 1:2

water resistant 'air seal' to perimeter of cavity building wrap folded into opening & fixed to frame using appropriate fixing

flexible flashing tape over building wrap building wrap

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

WINDOW DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

as shown high Date: 26.05.11 Scale: Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

18 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes

jamb BRANZ approved flexible flashing tape over building wrap aluminium joinery extrusion

galv fixings with nylon anchor plugs

timber framing as required 100mm min turn up to flexible flashing

H3.1 door jamb air seal FFL

5mm

building wrap turned into opening over frame

mm 50

WANZ support angle

packers on DPC

la n. mi

p

50mm min. lap

min 150 FFL - FGL (permanent paving)

min 225 FFL - FGL (unprotected ground)

concrete floor

flexible tape at corners of opening over wrap

wanz support angle (optional) FGL

detail -

Aluminium Door Sill To Concrete Floor Scale 1:2

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

DOOR SILL DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: as shown Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

19 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Tap Body

Gib Aqualine

wall lining over BRANZ approved waterproof membrane

wall lining

minimum gap between the bath and the timber frame 10mm Acrylic Sealant

6mm Silicone sealant relief joint

Silicone Sealant

nog

10mm Acrylic Sealant

Basin Bench Top

Tub, Sink, & Basin

6mm

Silicone Sealant Relief Joint

type 1 organic based wall lining adhesive over waterproof membrane

2mm

Bath minimum gap between the bath and the back of the gib aqualine

Typical Plumbing Penetration

detail -

Scale 1:5

Essential Homes

Splashback, ceratone, tile or similar (to a minimum height of 300mm)

5-10mm 6mm

Side and Upstand 300mm Minimum

Splashback impervious membrane, ceratone, tile or similar

detail -

Gib Aqualine with min 2/coats enamel paint (min semi-gloss)

NOTE: - in accordance with E3 and gib manufacturers specifications. Where impact noise from pipes is an issue fix all pipes on resilient brackets

Gib Aqualine

detail -

Scale 1:5

Bath to Wall Junction Scale 1:5

selected gib lining prefinished dado to suit

selected gib lining skirting

NOTE: shower glass to comply with NZS 4223

vinyl floor coved up wall 75mm min

compatible sealant

pack cove with continuous support

vinyl floor

flexible sealant all joints to be vinyl welded

slab

detail -

slab

Vinyl at Wall

detail -

Scale 1:5

30mm

support nog 4mm

sealant

Scale 1:5

10mm gib aqualine lining to all walls nog to support bottom of gib lining

gib aqualine acrylic liner adhesive

Coved Vinyl at Wall

acrylic shower wall lining flat to aqualine min 1800 high and not less than 300mm above shower rose

butt shower tray hard against timber frame plumber to ensure the position of the waste in tray lines up with the waste pipe

50mm tray

flexible sealant

slab

pre-formed acrylic shower base selected slip resistant floor coverings detail -

detail -

Shower Installation Scale 1:20

Acrylic Shower Tray Scale 1:5

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

Plan :

WET AREA DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: as shown Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

EH198alt

Project No:

OS381

Sheet no :

20 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

HWC DETAILS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale: N.T.S Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

21

of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes compatible waterproof cowl & windskirt

As per AS/NZS 2918:2001 4.9.1 Fig 4.9 3000 or less

more than 3000

600 min 3000

outer casing EPDM flexible boot flashing screwed, fixed & sealed to roofing. Fit neoprene washers under screws profiled closure strip

any nearby structure

casing cover

3000

increase as necessary until nothing within 3000mm of flue top

increase from 1000mm min. until clear within 3000mm of flue top

inner casing

inner casing 200mm above roof line

approved c/steel collar flashing & drainage tray to chimney - un tarnished trim opening using 50x50 battens

min. 25mm gap between flue casing & combustible material

90x45 ties ea. side as required for flue support bracket fixing

finish outer casing flush with underside of ceiling material vented ceiling plate detail 18

140x90 lintel (trim height to suit fire)

selected fireplace installed to manufacturers specifications

hearth to extend 450mm from mouth of fire

FLUE CONSTRUCTION Scale 1:10

hearth to comply with NZBC B1: Structure

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

Plan :

FIREPLACE DETAILS high Date: 26.05.11 Scale: N.T.S Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

EH198alt

Project No:

OS381

Sheet no :

22 of 23

Call 0800 A1homes 214663

www.A1homes.co.nz

Essential Homes

Copyright 2010 A1 Homes NZ All dimensions & underground service locations to be checked prior to commencement of all works. DO NOT scale off drawings. Cross reference all drawings, confirm site levels, floor heights & restrictions prior to earthworks. If any discrepancies occur, ask the designer or contractor immediately before commencing works or ordering. COPYRIGHT; All drawings remain the property of A1 HOMES Ltd and are for use as described above and may not be used or re-produced in whole or part without written permission. Any site/construction works are not to commence until Building Consent becomes unconditional.

Client Details :

FIXING CHARTS

T & E Douglas Address:

Copyright 2010 A1 Homes NZ

3 Finch Street, Albert Town

high Date: 26.05.11 Scale:N.T.S Drawn: RG Earthq: B Rev: Wind:

Corrosion: 3

Plan :

EH198alt

Project No:

OS381

Sheet no :

23

of 23

Call 0800 A1homes 214663

www.A1homes.co.nz