douglas house floor plan

appr

ox. b

uild

ing

heig

ht4

610

daylighting 2.5m @ 25°

daylighting 2.5m @ 25°

1:100

ELEVATIONS OS381of 23

01

Copyright 2010 A1 Homes NZ

RGCall3 Finch Street,

Albert Town

T & E DouglasAddress: Date:

Drawn:Rev:

Client Details :

0800 A1homes2 1 4 6 6 3

www.A1homes.co.nz

HomesEssential

EH198alt

Sheet no :

26.05.11

Plan : Project No:

Scale:


North

West

South

East Concrete floor (see notes & details)

180mm James Hardie Linea weatherboard claddingJames Hardie Axon panel cladding

22.5° pitch. NZS Colorsteel Endura- corrugated profile

Colorsteel fasica & spouting, Marley dp system

ASL Residential suite aluminium joinery

Fascia & Spouting

Joinery

selected entrancedoor & sidelite

2100high x 4800wide sectionalcolorsteel garage door

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

All glazing grey tint float except for obscure glass tobathrooms & wcDouble glazing to all window and door joinery excludinggarage

Aluminium joinery head heights to be 2.0m (excludesentry box unit). Refer to floor plan for door & windowsizes. Joinery schedule & sizes to be confirmed on sitePRIOR to manufacture

Minimum slip resistance to steps and landings inaccordance with NZBC D1/AS1 AccessConcrete or H5 timber step to all access points (ownerscare)- min 100mm below FFL

Notes:

BUILDING CONTRACTOR TO ASSESS SITE TO ENSUREDAYLIGHTING & BUILDING RESTRICTIONS ARE COMPLIED WI TH.NO LIABILITY FOR ENCROACHMENT SHALL BE HELD BYDESIGNER IF SITE IS NOT SURVEYED BY A REGISTEREDSURVEYOR PRIOR TO COMMENCEMENT OF FOUNDATIONS.

Wind:

Earthq:

Corrosion:

high

B

3

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

Floor

Cladding

Roof

sg

sg

sg sg sg

sg

sg sg

sg

sg

sg

sg

sg

approx postion ofproposed fire place

Builder to refer to the truss

manufacturer's producer

statement for location of

slab thickenings.

36.90m(bdy)

36.91m(bdy)

21.79m(bdy)

21.79m(bdy)

D/W

F i n c h S t r e e t

4.5m road setback

site access

2.0m setback

proposed driveway

- owners care

56m² show

n

phone

power

water

SS conn.

SW conn.

3 000

7 626

12 8

46

6 13

2

13 071

7 480

7 480

6 748

3 550

3 000

3 550

5 000

5 000

FFL = 10.250

FGL = 10.000

LOT 9DPS - 413111Area = 805m²

Proposed Residence

3.0m setback

4.5m setback

N

1:200

02SITE PLAN OS381of 23



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Sheet no :

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Plan : Project No:

Scale:


SITE COVERAGEhouse area = 204.25m²site area = 805m²Site coverage = 25.4%

Before building is erected on site, all rubbish, noxiousmatter and organic matter shall be removed from the areato be covered by the building.In suspended timber construction firm turf and close-cutgrass 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 aneven fall away from building to ensure water not be allowedto accumulate in buildings subflooor.Any fill to be dry & approved by engineer & compacteddown in accordance with NZS.3604.1999

Notes:

BUILDING CONTRACTOR TO ASSESS SITE TO ENSUREDAYLIGHTING & BUILDING RESTRICTIONS ARE COMPLIED WI TH.NO LIABILITY FOR ENCROACHMENT SHALL BE HELD BYDESIGNER IF SITE IS NOT SURVEYED BY A REGISTEREDSURVEYOR PRIOR TO COMMENCEMENT OF FOUNDATIONS.

Wind:

Earthq:

Corrosion:

high

B

3


legendAS/NZS 3500

HT

AAV

ORG

symbol item

RP

IP

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

DN100 PVC SW pipe,min 1:120 gradient

min PVC fixture waste pipe sizes:DN40 basins, DN40 single headshowers, baths, sinks & ldy tubs, DN50multiple heads showers, DN65 unventedbranch drainsmin 1:40 gradient.20mm HWC vent drain (copper)DN65 to all wastes discharging directlyinto drain under slab

TVo

DP

shower floor waste with clean-out

inspection point

rodding point

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

75mm ø upvc downpipe

overflow relief gully (150min belowlowest fixture invert level)

Air admittance valve

Hose Tap

D/W

ORG

AA

V

TV o

SW - DN 100

DP

DP

DP

DP

DP

SW - DN 100

SW - DN 100

SW - DN 100

SS conn.

SW conn.

HT

HT

HT

IP

IP

IP

IP

IP

03OS381of 23



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Sheet no :

26.05.11

Plan : Project No:

Scale:


1:100

Plumbing to AS/NZS:3500.2.2 (min 1:60 pipegradient) by qualified tradesman. Use 75mm øuPVC downpipes.Contractor locate all service connections on siteprior to earthworks confirm all boundary setbacks& restrictions comply with current regulations priorto commencement of foundations.All waste pipes PVC. Sizes, fall, venting &discharge to be confirmed by NZ qualifiedplumber. Confirm positions of available servicescabling etc on site prior to any excavation

Notes:

Wind:

Earthq:

Corrosion:

high

B

3


DRAINAGE PLAN

4 050 1 513

7 560 4 800

300

6 45

0

300

3 52

5

4 160

4 56

030

0

3 700 5 200 4 660 5 440 6 160 660

4 84

066

0

2 50

0

11 3

10

4 60

06

160

550

11 3

10

6 60

04

160

550

3 700 12 160 9 300

3 700 3 790 4 480 5 190 1 840 6 160

25 160

25 160

2 50

0

5 00

0

400

3 790 1 955 6 915 3 110

4 71

04

100

2 06

0

2 39

01

240

detail01

over

doo

r tr

im

detail03

conf

irm g

arag

e do

or r

ebat

esi

ze &

dep

th o

n si

te

1

2

3

33

3

free

join

t

detail02c

1

1

1

1

1

1

2

2

cut a

long

side

wal

l

cut alongside wall3

3

3

3

1

1

1

1

1 1

cut a

long

side

wal

l

4

50thick EPS (expandedpolystyrene sheet) laid under

slab to bathrooms & wc

detail01a

detail02

4

4

slab thickeningslab thickening

slab thickening

3

3

1:100

04FOUNDATION OS381of 23



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Sheet no :

26.05.11

Plan : Project No:

Scale:


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

Notes:Ensure granular hardfill is evenly compacted down inmax. 150mm layers to form a solid base with bearingcapacity greater than 300kPa. Min. 5mm - 25mmmax. sand blinding to cover hardfill to ensure thevapour barrier is protected from any granularprotrusions. 450x450x300 deep conc. pads may berequired under girder pointload areas -300widex200deep slab thickenings may be requiredunder load bearing walls - see final roof truss layoutplan to confirm location conc. floor to comply withNZS.3109, surface tolerances, & NZS.3114,maximum deviations of 3mm

Confirm layout & fittings of kitchen & bathrooms etcbefore foundation commences

CONTRACTOR TO REFER TO TRUSSMANUFACTURERS PRODUCER STATEMENTSFOR ANY FURTHER LOAD BEARINGFOOTING/SLAB THICKENINGS THAT MAY BEREQUIRED TO SUPPORT ROOF LOADS

Note, direct fix Axon cladding requires frameto overhang slab foundation by 6mm

NZS3604:1999 - Section 7: floors 7.5.8.6.4

The bay dimensions formed byeither construction or shrinkagecontrol joints shall be limited to amaximum length:width ratio of2:1. Maximum bay dimensions inexposed concrete, vinyl or tiledareas to be 6m x 6m.

Wind:

Earthq:

Corrosion:

high

B

3





slab thickenings.

mesh

200

100

damp proofmembrane

2/D12 bars

load bearingtimber framed wall

R10 stirrups @600c/c

detail02 (refer final truss design for varied location if re quired)

Scale 1:10

300

Slab Thickening Detail

detail01

Footing ConstructionScale 1:10

header block anchor plate fullynailed @900crs + 1/75x4mmconcrete nail along side anchor

building wrap with builders strapstapled between studs to nogs

300deep x 300wideconc. footing, 2/D12 bars,

D10 starters @ 600c/c,75mm GROUND COVER

1/D12 bar

compacted hardfill

100mm concrete slab,0.25mm polythene on5-25mm sand blinding

starters 400 min. lap into slabover mesh, min 30mm cover

level 4 stopping on 10mmgib linings, wall insulation

exterior cladding

DPC under all framing

masonry seriesblocks as required

cladding below FFL min. 50mm

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

30m

m m

in

min

75m

m300mm

300m

m

50thick EPS (expandedpolystyrene sheet) laid under

slab to bath rooms & wc

100

damp proofmembrane

detail02c

DPM separationbarrier to free joint

mesh

Free Joint DetailScale 1:10

Scale 1:10detail01a

Footing Construction

header block anchor plate fullynailed @900crs + 1/75x4mmconcrete nail along side anchor

building wrap with builders strapstapled between studs to nogs

300deep x 300wideconc. footing, 2/D12 bars,

D10 starters @ 600c/c,75mm GROUND COVER

1/D12 bar

compacted hardfill

100mm concrete slab,0.25mm polythene on5-25mm sand blinding

starters 400 min. lap into slabover mesh, min 30mm cover

level 4 stopping on 10mmgib linings, wall insulation

exterior cladding

DPC under all framing

masonry seriesblocks as required

cladding below FFL min. 50mm

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

30m

m m

in

min

75m

m

300mm

300m

m

frame overhangs footing 6mm

Drivedoor

siz

e4.

8m (

+ tr

im)

10mm gib linings

framing

Gar

age

Doo

r

Detail03

exterior cladding

fold building paperaround end of cladding

weather grooved H3.1treated facing or equivalent

25mm DepthRebate

Scale 1:10

H3.1 scriber

architrave orgrooved liner

ex 25x180H3.1 fascia

GARAGE

*confirm withselected garagedoor manufacturersspecifications

to be read in conjunction with window details

Garage Door Detail (plan view)

05OS381of 23



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Sheet no :

26.05.11

Plan : Project No:

Scale:


FOUNDATION DETAILS

1:10Wind:

Earthq:

Corrosion:

high

B

3





slab thickenings.

2 00

0x60

076

0

2 000x2 400

2 00

0x60

0

2 000x2 400

2 000x3 600

2 00

0x60

02

000x

600

2 000x1 4301 200x6001 200x600

600x1 200

2 000x2 700

1 20

0x1

800

1 20

0x1

600

1 20

0x1

600

800x800 1 200x1 800 1 200x1 800 800x600 800x1 200

810

710

2/71

0 c/

slid

er

810

810 2/

610

810

2/61

0

2/7102/610

810

760

810

760

810

810 810

1 200x1 800

800x800 1 200x1 800 1 200x1 800 800x600 800x1 200

810

800x800 1 200x1 800 1 200x1 800 800x600 800x1 200

D/W

no insulation toexternal garage walls

1 000

WALL TYPES KEY:

James Hardie Linea w/board

James Hardie Axon Panel

ceilingaccess

f a m i l y

k i t c h e n

b a t h

e n s

d o u b l e

g a r a g e

w / r

l o u n g e

m a s t e r

b e d

d i n i n g

b e d 2 b e d 3 b e d 4

765

850

1 60

0

950

660

4 84

066

0

950 2 580 950

950

600

600

5 00

0

3 500 1 600

902

300

901

150

9090

090

600

905

820

903 3702 080901 400904 480902 000901 520

90 3 610 90 1 950 90 2 98090

60090

2 98090

900 90 2 12090

3 140 90 5 980 90

3 700 12 160 9 300

3 700 3 790 4 480 5 190 1 840 6 160

25 160

4 60

06

160

550

25 160

550

4 16

06

600

11 3

10

901

970

901

480

9090

090

6 51

090

903

980

90

3 54

06

510

1 72

590

1 72

590

900

904

010

90

905

980

90

2 99

090

2 50

090

400

90 3 610 90 90 5 010 90

3 570

11 3

10

2 50

0

2 90

090

1 00

090

1 90

0

600 90 5 290

600600

600

690

1 70

0 e n t r y

13

1413 14

13

13

14w c

l d y

sectionBB

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

r/slider

90x9

0

150x

90

90x9

0

90x9

0

al. box unit860 door +sidelite

190x90

600van

900

van

1800 bath

1000 sqacrylicshwr

900sqacrylicshwr

over

doo

r tr

im

2000x880- al. box unit

drynic.

w/mnic.

tub

obsc obscobsc

cr.

fridgespace

1000cnrpantry

200x90

bifold

240x90

90x9

0

90x90 90x90

90x90

full ht gibbedc/slider

wc wc

13hob, U/Boven &r/hood

800

wide b

ench

,

200

o/han

g

dwsin

k

attic trusses above(prenail to confirm)

coved trusses

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

90x90 90x90Proposedfire place& hearth

2100

hig

h x

4800

wid

ese

ctio

nal g

arag

e do

orfr

ame

out u

nder

str

uctu

ral g

able

trus

s ab

ove

sectionAA

150x90

150x90 150x90

150x90

150x90

150x90

150x90150x90

150x

9015

0x90

06

1:100

FLOOR PLAN OS381of 23



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Sheet no :

26.05.11

Plan : Project No:

Scale:


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

gas bottles: 1000mm from door, drain or air vent, 1500mm from any point of ignition, 150mm fromany opening window.(gas fitter to confirm)

gas water heater: 300mm from any opening door or window, 75mm from down pipes, 500mmmfuse or electric box, 1000mm from gas botttles, 300mm from wall or corner, 1500mm from ground.(gas fitter to confirm)

Notes: CONTRACTOR TO REFER TO TRUSSMANUFACTURERS PRODUCER STATEMENTSFOR ANY INCREASED LINTEL SIZES THAT MAYBE REQUIRED TO SUPPORT ROOF LOADS

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

Joinery sizes shown are box sizes & arepreliminary only. Site measure andconfirm all joinery sizes, reporting todesigner any changes, PRIOR to orderingjoinery. No liability shall be held bydesigner for incorrect supply of joinery.

e ws

nElevation Guide

Wind:

Earthq:

Corrosion:

high

B

3


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

Please confirm layout & fittings of kitchen & bathrooms etc before foundation commences

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

R=3.0m

D/W

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

RR

R

R

R

R

R

R

R

R

TV

TV SD SDR=3.0m

07ELECTRICAL

1:100

OS381of 23



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Sheet no :

26.05.11

Plan : Project No:

Scale:


TV

R

SD

SYMBOL ELECTRICAL LEGEND

recessed downlight

switch

feature halogen

television outlet

telephone jack

double power point

3in1 fan light

smoke detector (firstalert or similar)

meter box

wall light - external

auto garage door opener

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 finalpositioning & fitting allowance with client contract specifications

SD - Approved smoke detectors required within 3.0m ofany 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

Wind:

Earthq:

Corrosion:

high

B

3


ceilingaccess

300

1 00

0

600

600600

600

600

300

600

600

300

600

300

600

spouting

2219

19

detailR

25

1922

22

22

23

23

23 2323 23

23

2319

25

26

26

25

25

2525

25

26

25

26

detail07

detail08

detail06

90x9

0

150x

90

90x9

0

90x9

0

190x90

200x90

240x90

90x9

0

spouting

spou

ting

spou

ting

spou

ting

spou

ting

spouting

ridge

ridge

ridgerid

ge

ridge

valle

y

valle

y

valley

hip

valley

hip

external load bearing walls

gable gable

gabl

e

gabl

e

24

24

24

fall

fall

fall

fall

fall

90x90 90x90

90x90coved trusses

90x90 90x90

26

25

24

24 24

fall

26

25spouting 25

26

attic trusses

21a

25

150x90

150x90 150x90

150x90

150x90

150x90

150x90150x90

150x

9015

0x90

L2

L2 L2

L2L3

L3 L3

L3

L3

L3

L3

L3

L3

L3

L3

L1

L1 L1 L1

L1L1 L1

A

A A

B

B

B

B

CC

B

B

B

C C

Chimney flue

(high wind zone) Scale 1:10detail

-

2/100x3.75 skewed nails + 1 wire dogpurlin to truss connection (2.7KN fixing)as per table 10.10 NZS.3604.1999 Thesefixings for Main & periphery roof areas

Perip

hery

Roo

f

Area

= 0

.2xW

Periphery RoofArea = 0.2xW

Wid

th

Main Roof Area

corrugated profilemax purlin spacingEnd Internal700 1100

Note: every sheet of roof claddingto span at least 3 supports

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

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

Truss & Purlin Connection

ROOF PLAN

1:100

08OS381of 23



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Plan : Project No:

Scale:


Wind:

Earthq:

Corrosion:

high

B

3


Notes:Refer to attached pre-cut design & documents for all lintelsizes, truss & top plate fixings. This layout is preliminary.Read in conjunction with final PS1 & pre-cut design &documents. If a discrepancy occurs contact pre-cutmanufacturer or, contact acd architecture immediately on07 541 3133

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

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

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

'X'

'Y'

X - stud to top plate fixing ( refer wall fixing ch arts)

Y - lintel fixing ( refer wall fixing charts)

75x50 r/s purlins

roof underlay

ceiling insulation

strengthened top chord

to line of wall in background

Gib linings on ceiling battens

50mm

*2010mm joinery trim height

550mm

exterior cladding

ripped down soffit mould25x25 arris leading edge,apply exterior compatible

silicone, pre-drill & nail

4.5mm hardiflex soffit lining

spouting &fascia board

0.5 BMT flashing when 10° pitch& under or very high wind

selected longrunroofing

detail08

refer table 10.12 NZS 3604 for fixing

2/140x45 lintel

Coved Truss DetailScale 1:10

truss

75x40 (min 600 long) nailedto exterior side of top platewith 4/75x3.15mm nails oneach side of hole or notch

plate check or hole

NOTE: add extra studs ifnecessary, to ensure loadof truss is fully supported

Scale 1:10Detail

-

Top Plate Penetration

*var

ies

*50mm min forlow - high wind zone10° pitch or greater

-70mm min forvery high wind zoneor less than 10° pitch

selected longrun roofing

90x45 dummy rafters

Thermakraft cover upbuilding wrap air barrier

over gable truss face

exterior cladding

ceiling insulation

roofing underlay

detail06

Gable Wall ConstructionScale 1:10

4.5mm hardiflex soffitlining. Seal edge

130stopend

soft edgedressed over

corrugate

min. coverprofiled roofing

underlay

screw fixing

roll top ridge flashing

R Ridge Flashing DetailScale 1:10

80

valley to bewaterproofed inaccordancewith E2 clause8.1.6.2 NZBC

separate roofingwrap under tray20

mm

min

50m

mm

in

25mm H3.2 valley boardssupport for colorsteel valley

tray - discharge to gutter

selectedprofiledroofing

clearance betweenroofing 50mm min

underlay, lappedover edge of purlin

& top of tray

overall valley gutterwidth 250mm min

Valley Flashing Detaildetail07 Scale 1:10

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Sheet no :

26.05.11

Plan : Project No:

Scale:


1:10

ROOF DETAILSWind:

Earthq:

Corrosion:

high

B

3


D/W

C3 3.5GS1

S2 0.5BL1

N1 1.4GS1

A2 1.9GS1

N2 1.7GS1

D3 1.3GS1

R2 2.0GS1

O3 0.6GS1

M1 1.2GS1

C1 0.5GS1

P1 2.0GS1

Q2 2.4GS1

O2 1.4GS1

B3 2.2GS1

A3 4.3GS1

P3 0.6GS1

D1 0.6GS1

D4 1.3GS1

S1 0.5BL1

B1 2.1GS1

N3 0.7GS1

A1 1.1GS1

S

D

B

A

ONM Q

M2 1.2GS1

P

C

B2 2.9GS1

O1 1.7GS1

D2 0.6GS1

C2 0.4GS1

P2 0.6GS1

Q1 2.9GS1

R

R1 1.1GS1

Six 30 x 2.5mmgalvanised flat headnails to each side of stud

100mmMaximum

M12 Ramset bolt as pertable 1+ 50 x 50 x 3mmsquare galvanised washer

detail-

400 x 25 x 0.9mm galv.strap (strap passesunderneath bottom plate

Three 30 x 2.5mmgalvanised flat head nails toeach side of bottom plate

Concrete Floor Internal /External Walls

50

5050

50

12mm from tapered(paper bound) edge

18mm fromcut edge

*Fastening pattern for GIB bracing elements50

150

150

50 150150

10BRACING PLAN

1:100

hold down straps +1/M12 bolt ea. end

BRACING ELEMENT TABLE

BRACETYPE

PRIMARY BRACESECONDARY

BRACE/S

GS110mm GIB std plasterboard

on one side minimum length 0.4m

BL110mm GIB BRACELINE

on one side minimum length 0.4m

LABEL No.

BRACE ELEMENT LENGTH

BRACE TYPE AS TABLE

C1 1.2GS1

N/A

OS381of 23


RG

ALL GIB® BRACES FIXED IN ACCORDANCE WITHTHE LATEST WINSTONES GIB BRACING MANUAL

Call3 Finch Street,Albert Town


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Notes:

Wind:

Earthq:

Corrosion:

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B

3


hold downs ea. end of elementhold downs ea. end of element

10mm or 13mm GIB Braceline Vertical fixing

Std 10mm or 13mm GIB Vertical Fixing

10mm or 13mm GIB BracelineHorizontal fixing

Std 10mm or 13mm GIB Horizontal Fixing

GS1 - Lined one side min Length 0.4m GS2 - Lined both sides min Length 0.6m

BL1 - Lined one side, min length 0.4m

32mm x 7g GIB Bracelinescrews or GIB Braceline

nails @150mm crs toperimeter of bracing

element

Daub of GIBFixadhesive at

300mm crs tointermediate studs

single 32mm x 7g GIBGrabber drywall screwsor 30mm GIB nails wheresheets cross studs

single 32mm x 7gGIB Grabber drywall

screws or 30mm GIBnails @ 300crs

single 32mm x 6gGIB Grabber drywall

screws or 30mm GIBnails @ 300crs

single 32mm x 6g GIBGrabber drywall screwsor 30mm GIB nails wheresheets cross studs

Daub of GIBFixadhesive at 300 crs

to intermediatestuds & nogs

32mm x 6g GIB Grabberdrywall screws or 30mmGIB nails @ 150mm crsto perimeter of bracing

element

N.T.S

11BRACE FIXING DETAILS OS381of 23



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Corrosion:

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B

3


2 42

1

* 75mm min ground coveron foundation steel

stud

hei

ght

20

9

10

18

19

2625

1

2

1020

9

25

2124

26

m a s t e r b e d

FFL

FGL

Scale 1:50AA

Cross Section

22.5° pitch

12CROSS SECTION &

RISK MATRIXas shown

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Scale:


NZBC:EXTERNAL MOISTURE Acceptable Solution E2/AS1

Table 2: Building Envelope Risk MatrixParagraph 3.1.2, Figure 1

Risk Factor LOW MEDIUM HIGH VERY HIGHSubtotals for

each Risk Factor

Wind zone (per NZS:3604)

Number of storeys

Roof/Wall intersection design

Eaves width

Envelope complexity

Deck design

RISK SEVERITY

0

0

0

0

0

0

0

1

1

1

1

2

1

2

3

2

3

4

2

4

5

5

6

6

1

0

0

2

1

0

4Total Risk score:NOTE: Risk score shown is the highest riskscore for all elevations & all claddings.

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

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

Wind:

Earthq:

Corrosion:

high

B

3


2 400

1 00

0

2 42

0

app. floor span

FGL

FFL

2625

9

20

10a

2

1

2526

18

10

9

20

stud

hei

ght

Cross SectionBB

* 75mm min ground coveron foundation steel

g a r a g e

Scale 1:50

attic trusses @900cts

selected 20mm flooring

21a

22.5° pitch

Builder to refer to the trussmanufacturer's producer

statement for attic truss design.

35m

m m

in c

over

wall lining

5mm

5mm

building wrap folded intoopening & fixed to frameusing appropriate fixing

water resistant 'air seal'to perimeter of cavity

packers asrequired

building wrap

flexible flashing tapeover building wrap

10mm min cover

colorsteel head flashing

BRANZ approved tapeover flashing & paper

cladding showndotted for clarity

Meter Box Detaildetail-

colorsteel angle,seal & rivet in place

colorsteel meter box(PVC optional)

10mm min cover

continuous sealant tocolorsteel angle around

bottom and sides

Scale 1:5

Detail03a

lintel or framedout gable truss

interior lining

H3.1 ex25mm x180mm fascia

architrave orgrooved liner

building wrap

flashing tape overbuilding wrapfitted aroundcorner as shown

head flashingwith 50mmupstand

approved tape overflashing & fixings

studs

NOTE: accurate slot to be cut in cladding to enablefit around head flashing. Prevent moistureingress at end of slot by sealing gap.

packer @fixing points

Garage Door Head FlashingScale 1:10

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

Trimmer joist size to match theintermediate floor joist size.

Fix trimmer & intermediate joists withLUMBERLOCK joist hangers, JH 47x90and secure top of joists with 1 skew nail

floor span

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

intermediate joists @ 900 ctrs

joist hangerJH 47x90

trimmer joist

detail-

Floor Joist Connection DetailScale 1:25

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Corrosion:

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B

3


CROSS SECTION &

CONSTRUCTION DETAILS

as shown

14PLAN NOTES

N.T.S

1

2

3

4

10a

10

9

11

12

13

14

20

19

18

22

21

23

26

25

24

OS381of 23


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 solutionsAll works shall comply with the following documents, but not limited to;

B1/AS1 & VM1 Structure NZS 3604: 1999 Timber framed buildingsB2/AS1 Durability NZS 3602 Timber & wood based products for use in buildingsC2/AS1 Means of Escape NZMP 3640: 2003 Chemical preservation of round & sawn timberC3/AS1 Spread of fireD1/AS1 Access routes NZS 4229: 1999 Concrete masonry buildingsE1/AS1 Surface waterE2/AS1 External moistureE3/AS1 Internal moistureF4/AS1 Safety from falling NZS.4223 Glazing in buildingsF7/AS1 Warning SystemsG1/AS1 Personal HygeneG2/AS1 LaunderingG3/AS1 Food preparation &prevention of contaminationG4/AS1 VentilationG5/AS1 Interior environmentG7/AS1 Natural light Preservation CouncilG8/AS1 Artificial lightG9/AS1 Electricity AS/NZS 3000 & 3008 Electrical Installations & Electrical regulationsG11/AS1 Gas as an energy sourceG12/AS1 Water suppliesG13/AS1 Foul water AS/NZS 3500.2 Plumbing and drainageH1/AS1 Energy efficiency AS/NZS 4218: 2009 Thermal insulation


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Wind:

Earthq:

Corrosion:

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B

3


Foundation & Slab

(MSG/VSG 8)

90x45 H1.2 frame + 140x35 H1.2 packer plate, studs @ 600crs max, nogs @ 800crs. THERMAKRAFT Coverup buildingwrap 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 inaccordance with NZBC: E2/AS1 External Moisture. Merchant to include all flashings & fixings as required by claddingsystem.

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

External Walls

Internal Walls

Exterior JoineryAluminium joinery installed to comply with NZBC: E2/AS1. H3.1 jambs, 20mm grooved liners. Approved windowsealing 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.

(MSG/VSG 8)

90x45 H1.2 frame + 140x35 H1.2 top plate packer, studs @ 600crs max, nogs @ 800crs. Standard 10mm giblinings 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

Wet AreasBATHROOM / WC/ KITCHEN / ENSUITE (floor finishes)

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

BATHROOM / LAUNDRY / ENSUITE (wall & ceiling finishes)

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

Ceilings

Insulation

70x35 KD ceiling battens nailed to trusses @ 450crs. Ensure battens are straight prior to lining. 10mm Gib linings with Gib Grabberscrews @ 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

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

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

Roof

Soffit

(msg8/vsg8)

Pre-fabricated Kiln Dried GANGNAIL 22.5° pitch trus ses @ 900crs - self supporting underlay laid vertically with min 150mm lap on 75x50r/s H1.1 purlins (refer truss & purlin connection detail on page 08 for crs & fixing requirements)

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/sH1.1 purlins (refer to Prenail design)

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

Strip bracing & tensioners tightened firmly across roof planes.

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

(see details)

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.

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

21a

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 forhold-down connection plus 1/75x4mm concrete nail alongside anchor plate at no less than 70mm from the concrete edge.

100mm thick concrete slab 665 reinforcing mesh on 0.25 polythene. 150mm max layers of dry compacted granular hardfill inaccordance 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 orvinyl areas 6m max

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

Building wrap continuousaround corner

James Hardie flat sheetcladding, seal edge priorto installation

Flexible sealant

Linea Weatherboard

Aluminium externalbox corner

Face nail weatherboardsto inner studs only

Maximum 2mmgap typical

Polyethylene DPC flashingwith folded edges staple toframing. Minimum cover tobe 100mm each side.

H3.1 treated pre-premiedpacker to suit

2mm maximum

Fix box corner with 40mmHardiFlex nails inindentation provided @400mm vertical centres.Fix to both flanges.

External Corner Junction Betwen LineaWeatherboard & Axon Sheet Cladding Scale 1:2

15

N.T.Sas shown

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Corrosion:

high

B

3


CLADDING DETAILS

10 18

18

Scale 1:2

Flexible sealant

Axon Panel 40 x 2.8mm HardiFlexnails50mm wide x 1.5mm thick

Inseal 3259.

1 - 2mm gap

Shiplap Joint

Stud

Building wrap

70 min

3535

AlternativeFlashingOption

Building wrap

Selected coating

AxonPanel

Aluminium horizontal'h' mould

15m

m

Horizontal Joint Detail

AxonPanel

Scale 1:2

Seal edges of sheetbefore fixing

15°

Cavity batten

15m

m

16

N.T.S

OS381of 23



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Corrosion:

high

B

3


CLADDING DETAILS

NOTE:where support brackets are requiredby the window manufacturer to carrythe frame and glazing loads they mustbe supplied as an integral part of thewindow installation & installed to themanufacturers recommendations

Also refer NZBCclause E2/AS1 documentfor head & jamb details.

20mm min upstand toea. end of sill flashing



packers

min 5mm gapDo Not Seal

10mmmin

Window Sill

35m

m m

inco

ver

wall lining

packers

lintel to NZS:3604


bevel back weatherboard


head flashingwith 15° fall

10mm min cover

5mm


aluminium window frame(refer manufacturer for

method of fixing & support)

Window Head


packers

building wrap


bevel back weatherboard

scriber to suit weatherboardprofile, sealed to weatherboards

20mm min

10mm min line of headflashing above

line of sill pan below

WANZ support angle


building wrap

WANZ sill pan

unit support block

7.5mm

7.5mm nominal

Window Jamb

Scale 1:2

Linea Window Detaildetail-

apply approvedpeel & stick

flashing tape overhead flashing

sealing it to b.wrap

3.

head flashing taken pastedge of aluminium 30mmmin, seal ends withexterior grade MS sealant

NOTE: peal & sticktape to run full lengthof opening on sill

min. 50mmpast opening

H1.2 frame

noexposedtimber

2.

FRAMING

1.

building wrap well stapledto frame first then apply

peel & stick windowsealing wrap to all corners

NOTE :all openings are to bewaterproofed with approvedflashing tape as shown

WINDOW DETAILS 17

as shown

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Corrosion:

high

B

3


NOTE:where support brackets are requiredby the window manufacturer to carrythe frame and glazing loads they mustbe supplied as an integral part of thewindow installation & installed to themanufacturers recommendations

Also refer NZBCclause E2/AS1 documentfor head & jamb details.

flat sheet cladding


building wrap

35m

m m

inco

ver

wall lining

packers

lintel to NZS:3604


Window Sill

Window Head



packers

20mm min upstand toea. end of sill flashing


packers

foam bond breaker

continuous seal

20mm min

10mm min line of headflashing above

line of sill pan below

flat sheet cladding


head flashingwith 15° fall

10mm min cover


min 5mm gapDo Not Seal

10mmmin

5mm

aluminium window frame(refer manufacturer for

method of fixing & support)

WANZ support angle


building wrap

WANZ sill pan

unit support block

7.5mm

7.5mm nominal

Window Jamb

Scale 1:2

Axon Window Detaildetail-

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Wind:

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Corrosion:

high

B

3


WINDOW DETAILS

as shown

min

225

FF

L -

FG

L (u

npro

tect

ed g

roun

d)

min

150

FF

L -

FG

L (p

erm

anen

t pav

ing)

aluminiumjoineryextrusion

WANZsupportangle

BRANZ approvedflexible flashing tape

over building wrap

jamb

concrete floor

galv fixings withnylon anchor plugs

5mm

packers on DPC

air seal

FFL

FGL

H3.1 door jamb

Scale 1:2

detail-

Aluminium Door Sill To Concrete Floor

timber framingas required

50mm min. lap

wanz support angle

50m

m m

in. l

ap

flexible tape atcorners of openingover wrap

building wrapturned into openingover frame

100m

m m

in tu

rn u

pto

flex

ible

flas

hing

(optional)

19DOOR SILL DETAILS

as shown

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Wind:

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Corrosion:

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B

3


all joints to bevinyl welded

selected gib lining

prefinisheddado to suit

vinyl floor covedup wall 75mm min

pack cove withcontinuous support

detail-

slabslab

detail-

vinyl floor

compatible sealant

skirting

selected gib lining

Scale 1:5Vinyl at Wall

Scale 1:5Coved Vinyl at Wall

flexible sealant

nog to supportbottom of gib lining

butt shower tray hardagainst timber frame

detail-

plumber to ensure theposition of the waste

in tray lines up withthe waste pipe

flexible sealant

acrylic shower walllining flat to aqualine

min 1800 high and notless than 300mm

above shower rose

10mm gib aqualinelining to all walls

selected slip resistantfloor coverings

pre-formed acrylicshower base

NOTE: showerglass to complywith NZS 4223

Shower InstallationScale 1:20

gib aqualine

detail-

slab

30mm

50mm

acrylic liner

adhesive

sealant

4mm

tray

supportnog

Acrylic Shower TrayScale 1:5

nog

wall lining over BRANZapproved waterproofmembrane

Silicone Sealant Relief Joint

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

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

detail-

10mm Acrylic Sealant

6mm

Bath

6mm

5-10

mm

2mm

minimum gap between thebath and the back of thegib aqualine

minimum gap between thebath and the timber frame

type 1 organic based walllining adhesive overwaterproof membrane

Silicone sealant relief joint

wall lining

Gib Aqualine

detail-

10mm Acrylic Sealant

Tap

Bod

y

6mm

NOTE:- in accordance with E3 and gibmanufacturers specifications.Where impact noise from pipesis an issue fix all pipes onresilient brackets

Bench Top

Basin

Sid

e an

d U

psta

nd30

0mm

Min

imum

Splashbackimpervious membrane,ceratone, tile or similar

Gib Aqualine

Silicone Sealant

detail- Scale 1:5

Tub, Sink, & Basin Typical Plumbing PenetrationScale 1:5

Bath to Wall JunctionScale 1:5

WET AREA DETAILS

as shown

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Corrosion:

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B

3


21

N.T.S

HWC DETAILS OS381of 23



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Wind:

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Corrosion:

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B

3


compatible waterproofcowl & windskirt

casing cover

EPDM flexible boot flashingscrewed, fixed & sealed to

roofing. Fit neoprenewashers under screws

vented ceiling plate

90x45 ties ea.side as requiredfor flue support

bracket fixing

inner casing 200mmabove roof line

outer casing

finish outer casingflush with undersideof ceiling material

min. 25mm gapbetween flue casing &combustible material

inner casing

trim opening using50x50 battens

approved c/steel collarflashing & drainage tray tochimney - un tarnished

profiledclosure

strip

FLUE CONSTRUCTIONScale 1:10

detail18

hearth to comply with NZBC B1: Structure

140x90 lintel(trim height to suit fire)

selected fireplaceinstalled to

manufacturersspecifications

hearth to extend450mm frommouth of fire

more than 30003000 or less

3000

600 min

3000

increase from 1000mmmin. until clear within

3000mm of flue top

increase as necessaryuntil nothing within3000mm of flue topan

y ne

arby

str

uctu

re

As per AS/NZS 2918:2001 4.9.1 Fig 4.9

22OS381of 23



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3


FIREPLACE DETAILSN.T.S

23OS381of 23



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Corrosion:

high

B

3


FIXING CHARTS

N.T.S

douglas house floor plan

Documents