plans7

Location Plan

scale 1:500 @ A3

Lot 1 DP 22526

GENERAL NOTES:

All work must be carried out to conform to

relevant sections of the New Zealand Building

Code and New Zealand Standards - in particular

NZS: 3604, NZS: 3602 & NZS: 4218.

All references to standards shall be taken as

reference to the latest revision including

amendments.

Ground bearing must be reconfirmed on site

following excavation but prior to placing

concrete and reinforcing.

Confirm site boundary's with survey. Fences

may not necessarily be on the legal boundary.

All work to be carried out to best trade practice.

Do not scale off building consent documentation

issued from TA's as the plans may have been

scanned and the scale distorted.

All habitable rooms to have 5% of their floor

area as opening windows or approved

alternative to achieve ventilation requirements.

WINDZONE high

The wind zone classification is to be confirmed

by all suppliers/manufacturers of any building

components to which this information is relevant,

prior to the design, fabrication / manufacture or

supply of any element to ensure full compliance.

DURABILITY : Zone C

Check NZS: 3604 - section 4 durability

for component selection.

Selected material shall be checked for

compatibility - see table 4.1,4.2, 4.3 -NZS:

3604:2011

WATER SUPPLY

Pipework generally in polybutylene

installed to the manufacturers

installation code of practice, use

standard connectors. Reticulation with

in house to be via ceiling void. Both

hot & cold water pipes to be tested to

1500kpa.

All hot/cold water branches to extend

via the ceiling void to the stud nearest

the fitting & dropped down to the

fitting. Clip to side of stud. Use (min) 2

no. clips per drop.

FITTINGS / FIXTURES

The plumber shall obtain & make

themselves familiar with the suppliers

current printed specification for all

fittings / fixtures as per schedule

agreed with builder / owner.

Where any fixture / fitting is not

suitable for the application or

intended, or requires the modification

of the structure to allow the correct

installation the plumber shall bring this

to the attention of the builder for

correction.

CLADDING NOTES:

Cladding to be installed to manufacturers

requirements in particular, fixing and ground

clearance.

Building wrap and window sealing systems to be

installed to manufacturers specifications and in

accordance to NZBC E2/AS1

Exposed metal flashings to be colorsteel and

colour matched to the cladding final colour. Metal

flashings to comply with the durability

requirements of section 4 NZS: 3604 & table 20

NZBC E2/AS1.

Sealants to be colour matched to the coatings.

Use manufacturer approved sealants only.

Windows to be installed with WANZ sill flashings

and support brackets as necessary.

Ensure all cut edges are sealed with approved

and compatable sealant before installing.

Provide control joints as specified by

manufacturer.

ALL NOTES TO BE READ IN CONJUNCTION WITH DRAWINGS AND SPECIFICATION

CARPENTRY/ FRAMES

Timber framing grade shall be SG8 pine min unless stated.

Allow for all incidentals required for 1st class result.

All frames to comply with NZBC E2/AS1, NZS: 3604, NZS:

3602, local authority bylaws & engineering requirements.

Verify all beam, stud, rafter & other member sizes to

confirm full compliance with NZBC B1/AS1, NZS: 3604.

Provide copies of all warrentees/producer statements

required to the local authority for code compliance

certification with the building code.

Insulate walls/ceiling voids, ensure full compliance to

NZS:3604.

Exterior walls - R2.8 insulation

Ceiling voids- R3.6 insulation

Pre-nailer to supply certification with NZBC & E2/AS1 &

NZS: 3604, NZS: 3602 for all roof trusses. supply

certificate to council, copy to designer, itemising full

compliance, job address & client details prior to fabrication.

Generally exterior framing to be 90x45 h3.1 at 400 crs.

Interior framing to be 90x45 h1.1 at 600 crs (400 crs to

load bearing int. walls) unless specified.

TIMBER TREATMENT

All treatment to comply with NZBC E2/AS1, NZS: 3604,

NZS: 3602 timber wood based products for use in building.

building element minimum treatment

Roofs including;

roof framing, trusses, ceiling joists H1.2

Sarking, enclosed flat roof framing H3.1

& associated supporting framing, valley boards,

boards supporting flashings/box gutters/flashing

penetrations/upstands to roof decks

Timber walls including;

interior wall framing

H1.2

Exterior walls H1.2

Any internal at risk framing, i.e. around

bathrooms H3.2

Prenailer to confirm against NZS: 3602:2003 requirements

The contractor is to be fully conversant with codes &

regulations, if in doubt refer to the codes stated. if in any

doubt ask & obtain further details.

FOUNDATION NOTES

All construction to comply with NZS: 3604,

NZBC and best possible trade practices.

All concrete to be 25mpa min or as per engineer

All reinforcing steel to be grade 500 min or as

specified by the engineer.

MINIMUM FINISHED FLOOR HEIGHT

Protected ground or permanent paving

- 150mm

Unprotected ground

- 225mm

Heights as per NZS: 3604 section 7

TOP PLATE FIXING

The fixing of top plates supporting roof trusses to wall

studs or lintels shall be in accordance with table 8.18, NZS:

3604:1999

Joints in top plates to comply with clause 8.7.3 & figures

8.14-8.16, NZS: 3604:1999

INTERNAL LININGS

Walls:

Generally - 10mm standard Gib board

Bathrooms & laundry - 10mm Gib Aqualine

Ceilings:

Generally - 13mm Gib Standard

Bathrooms - 13mm Gib Aqualine

Back block sheet joints and allow for control joints as

required by manufacturer.

Moulding:

Skirting - to match existing

Scotia - to match existing

DRAINAGE PLAN NOTES:

All plumbing and drainage to be in accordance with

AS/NZS: 3500 part 2.2 for ground floor systems

and for single stack systems.

Plumber/drainlayer to fill out producer statement

and return to council with an as built drainage plan.

Check PIM information for service connections.

Pipes to be inspected before covering with sand.

Builder to ensure that proposed floor level will allow

satisfactory fall of drains to main connections.

Pipe gradients

Minimum grades for drains and discharge pipes.

65ø & less = 1 in 40

80ø & 100ø = 1 in 60

Hot & cold water

All pipe work in house to be polybutylene.

20mm for main, to bath and to hwc

15mm to all other branches

15mm to exterior taps

Selected hot water system installed internally to

residence to manufacturers details. Allow to

provide overflow to extract externally.

Notes

Zone B and C

Locations - Exposed = open to weather (incl wetting by rain)

Sheltered = open to air but not rain (eg sub floor)

Closed = dry internal location

Fastener Location Material

All connections within All Stainless steel

600mm of ground

Other structural fixings more Exposed Stainless steel

than 600mm above ground

Nail plates, wire dogs & Closed Galvanised

bolts not included above

All fixings in contact with CCA Sheltered & Stainless steel

treated timber (incl nails) exposed

All fixings in contact with CCA Closed Galvanised

treated timber (incl nails)

Nails to non CCA framing Sheltered & Galvanised

exposed

Nails to non CCA framing Closed Mild steel

Nails to cladding Exposed Stainless steel

Note: See NZS3604:2011 for requirements if ACQ or CuAZ

preservatives area used

REFER TO NZS 3604:2011 SECTION 4, 'DURABILITY'

Proposed addition

Proposed garage

Proposed concrete courtyard

Proposed Site Plan

scale 1:200 @ A3

68 m²

Footpath

Karori Road

122 m²

Proposed timber retaining wall -

less than 1.5m height

Portion of existing

retained building

Existing Site Plan

scale 1:200 @ A3

Remove existing

garage

Remove existing

lean-to structure

Footpath

Karori Road

Portion of existing

retained building

12 m²

122 m²

Lot 1 DP 22526

0.0715 ha site area (715m2)

Existing Building 122.011m²

Proposed Addition 67.966m²

Proposed Garage 48.000m²

Site Coverage = 33.56%

bedroom 3

laundry

dining lounge

kitchen

bedroom 2

bathroom

master bedroom

hall

porch

w/r

w/r

sto

re

co

ats

carpet

carpet carpet

carpet

carpet

carpet

timber

timber/tiles

wc

timber

hall

timber

timber

retaining w

all

retaining w

all

fence

fence

Remove existing steps

and retaning wall

Remove existing

timber floor to reuse

Remove fireplace new

window to opening

Remove all existing

laundry fittings

Remove windows

Remove existing wallExisting wall

Remove windows

Remove all existing

bathroom fittings

key

Remove window to

be reused in kitchen

Existing Floor Plan

scale 1:100 @ A3

Remove existing

lean-to structure

Existing timber arch

feature to remain

Reuse door as D10

Allow to remove

kitchen joinery for

resale

Remove existing garage

notes

1 where linings are removed from existing

exterior walls insulate cavities to

match new walls

2 builder to ensure all work is sufficiently

propped & supported during demolition

and construction

3 Retain all character features where not

affected by demolition and replacement work

4 Carefully remove all existing architraves,

skirtings, cornices and panelling for possible

reuse

dining lounge

bedroom 2

master bedroom

hall

porch

carpetcarpet

carpet

carpet

hall

timber

timber

fence

fence

3965

6386

1090140

100

90

90

8600

3067

90

1990

90

600903526

3241

1000

861

1200

90

90

90

975

90

1000

90

1000

D1

W1

W2

W3

140x90 L 140x90 L

D3

D4

D5D6

D7

90x90 L90x90 L

bedroom 3

carpet

bedroom 4

carpet

hwc

Removed walls

New walls

Existing walls

Make opening to

match lounge

D8

D9

D10

D12

D11

D13

D14

D15

D16

5636 C.O.S.

90 90

bathroom

timber

bathroom

timber

wr

carpet

wr

carpet

store

store

carpet

kitchen

timber

family

room

timber

hall

carpet

laundry

timber

wr

carpet

wr

carpet

D2

timber

key

W4

W5

FFL 53.15

Window replaced with

extg kitchen window

140x90 L

Beam over (Eng.)

140x90 L

Proposed Floor Plan

scale 1:100 @ A3

Courtyard

concrete

140x90 LW6

S1S2

Custom toughened safety

glass screen around shower

140x90 L

923

1550

1962

1040

1104

5066

140x90 L

sink

90

1333 1040 2498 1040

1018 1040

Beam

over (E

ng.)

FFL 53.10

S3

Verandah beam

over

(E

ng.)

dining

bedroom 2

master bedroom

hall

carpet

carpet

D1

W1

W2

W3

D3

D4

D5D6

D7

bedroom 3

carpet

bedroom 4

carpet

hwc

D8

D9

D10

D12

D11

D13

D14

D15

D16

bathroom

timber

bathroom

timber

wr

carpet

wr

carpet

store

store

carpet

kitchen

timber

family

room

timber

hall

carpet

laundry

timber

wr

carpet

wr

carpet

D2

timber

W4

W5W6

S1S2

sink

S3

3067

3965

100

90

90

3241

1000

861

1200

90

90

90

975

90

1000

90

923

1550

1962

1040

1014

348

338

3280

140

199090600903526

1000

90

1333 1040 2498 1040

998 90

1090140 90 8600

5066

1018 1040

90

500

100

90

782090 90

Proposed East elevation

scale 1:100 @ A3

W3

W4

DP

Spouting to match existing

Timber framed windows to

match existing

Timber piles foundation behind

timber weatherboards

S3

Proposed West elevation

scale 1:100 @ A3

W6W5

S1

S2

140x19 H3.1 Treated

painted coverrboards

Proposed South elevation

scale 1:100 @ A3

W2W1

D1

DP DP

H3.1 Treated painted timber

weatherboards with bevel-beck

profile to match existing

Fix over breathable building

wrap to H1.2 treated framing

140x19 H3.1 Treated


Additions and Alterations

Lot 1 DP 22526

381 Karori Road, Karori, Wellington

Karori, Wellington

V/E HIGH

MEDIUM

LOW

HIGH

E2/AS1 : Building Envelope Risk Matrix.

Project Details.

Name

Street/No.

Lot/DP/No.

City/Town/District.

Definition of Risk [table 1 from E2/AS1]

Factor Risk Detail

Wind Zone

A

V.HIGH

MEDIUM

LOW

HIGH

B

V.HIGH

MEDIUM

LOW

HIGH

MEDIUM

LOW

HIGH

Roof / Wall

V.HIGH

MEDIUM

D

V.HIGH

MEDIUM

LOW

HIGH

Envelope

E

Deck design.

F

C

intersection

Design.

Complexity

VERY / EXTRA HIGH wind zone as described by NZS 3604

MEDIUM wind zone as described by NZS 3604

LOW wind zone as described by NZS 3604

HIGH wind zone as described by NZS 3604

More than two storey's

Two storey in part

One storey

Two storey's

Roof elements finished within the boundaries formed by

Roof / wall intersection - Partly exposed.

Roof / wall intersection - Fully protected.

Roof / wall intersection - Fully exposed. [eg. Parapets

exterior walls [eg. lower ends of aprons, chimney's etc.]

[eg. hip / gable roof with NO eaves.]

[eg. hip / gable roof with eaves.]

or eaves greater than 90° vertical with soffit linings.]

0 -100mm at first floor level, or 100-450mm at second floor level

450 - 600mm at first floor level, or 600mm at second floor level

Greater than 600mm at first floor level.

100-450mm at first floor level, or 450-600mm at second floor level

or 450 - 600mm at third floor level

LOW

As for high risk, but with junctions not covered in C or F on this Table

Complex angular or curved shape [eg. Y or arrow head]

More complex angular or curved shape [eg. Y or arrow head ]

Simple rectangular,L,T, or boomerang shape with single cladding type

with multiple cladding type.

HIGH

with single cladding type.

[eg. box windows, pergola's, multi storey re - entrant shapes etc.]

Enclosed deck exposed in plan or cantilevered at second floor level

Fully covered in plan by roof, or timber slat deck attached

None or timber slat deck or porch at ground level

Enclosed deck exposed in plan or cantilevered at first floor level

at first or second floor level.

or above.

NOTES

Risk Severity by Face

Selected Cladding Resulting from Risk Assessment

Cladding Selected from table 3

North

Risk score

from tables

above.

South

East

[ from tables on page 30 E2/AS1 ]

NA

DIRECT

FIXED

DRAINED

CAVITY

TICK SELECTED OPTION

5

5

No. of

storey's

Eaves width

(1.)

1. Eaves width measured from external face of the wall cladding to

outer edge of overhang including gutters and fascias

V.HIGH

A

B

D

E

F

C

-

A

B

D

E

F

C

A

B

D

E

F

C

South

Wind Zone

No. of storey's

Roof / Wall

intersection

Eaves width.

Envelope

Complexity

Deck design.

as NZS 3604

RISK

FACTOR

0

0

0

0

0

0

1

1

1

1

2

0

2

3

2

3

4

1

4

5

5

6

6

2

Total Risk Score for this Elevation

0

0

2

0

2

1

5

LOW Sub totals

for each

risk factor.

Score MED HIGH V.HIGHScore Score Score

East

Wind Zone

No. of storey's

Roof / Wall

intersection

Eaves width.

Envelope

Complexity

Deck design.

as NZS 3604

RISK

FACTOR

0

0

0

0

0

0

1

1

1

1

2

0

2

3

2

3

4

1

4

5

5

6

6

2


0

0

2

0

0

1

3

LOW Sub totals

for each

risk factor.


West

Wind Zone

No. of storey's

Roof / Wall

intersection

Eaves width.

Envelope

Complexity

Deck design.

as NZS 3604

RISK

FACTOR

0

0

0

0

0

0

1

1

1

1

2

0

2

3

2

3

4

1

4

5

5

6

6

2


0

0

2

0

2

1

5

LOW Sub totals

for each

risk factor.


West

3

Bevel-back timber weatherboards - to match existing



Concrete foundation to

garage floor refer detail

Ex 200x25 Fascia to

garage refer detail

D18

Garage North elevation

scale 1:100 @ A3

DP

Sectional slide over

garage door

Garage West elevation

scale 1:100 @ A3

DP






DP

Spouting to match existing

140x19 H3.1 Treated


D1

W1W2

17 C.O.S.

27

50

140x45 Ceiling joists @ 600 ctrs

Section aa

scale 1:50 @ A3

bedroom 4 bedroom 3 family room

17 C.O.S.

H1.2 Trusses @ 900 ctrs

designed by manufacturer

BO

UN

DA

RY

45

0 M

IN

H1.2 SG8 190x45 Floor joists

@ 400 ctrs

125x125 Piles @

1650 ctrs (max)

45°

Solid blocking midspan

R3.6 Insulation

Outline of skylight

shaft behind

450mm (Min) Crawl space to

underside of joists

90x45 Dwangs @ 1350

ctrs (max)

90x45 Framing @ 400 ctrs

R2.8 Wall insulation






D3D4D8D12

Section bb

scale 1:50 @ A3

laundry store bedroom 3

45

0 M

IN

20

0 M

IN

10

0 M

IN

140x45 String M12 bolt

to extg @ 1200 ctrs

190x90 Bearers

90x45 Dwangs @ 1350

ctrs (max)

90x45 Framing @ 400 ctrs

R2.8 Wall insulation

Line of extg roof

24

10

22

5

Section cc

scale 1:50 @ A3

garage

BO

UN

DA

RY

17 C.O.S.

45°45°

W7

90x45 purlins on flat

@ 900 ctrs


Solid blocking midspan

H1.2 SG8 90x45 verticle

framing over end truss

to form abutment

Gable end detail

scale 1:10 @ A3

Horizontal weather board

to base of Abutment

Corrugated colorsteel roofing on

roof underlay and galv netting

Bevelback weather boards over

building paper to match existing

house

45 x 19mm eaves mould with 6

x 6mm weathergroove fitted

tight up against soffit lining

Ex 150x25 Fascia

Tongue and groove soffit

painted with profile to match

existing

Internal linings

as specified

R3.6 Insulation

H3.1 SG8 treated and painted

90x45 outriggers @900 ctrs over

gable end truss to form eaves

framing

Corrugated colorsteel

roofing on roof underlay

and galvenised netting

H1.2 SG8 90X45 Purlins

@900 ctrs



house

45 x 19mm eaves mould with 6

x 6mm weathergroove fitted

tight up against soffit lining

H1.2 Exposed outriggers @

900 ctrs to match existing

house

Ex 200x25 Fascia

Tongue and groove soffit

painted with profile to

match existing

Spouting to

match existing

H1.2 Trusses @900 ctrs

Garage eaves detail

scale 1:10 @ A3

355

355

355 E

AV

ES

T

O M

AT

CH

E

XIS

TIN

G C

.O

.S

.

355

355

Make good existing

opening to chimney

New roof 17° to match

existing pitch c.o.s.

Exisiting roof outline.

Building outline.

New roof 17° to match

existing roof pitch c.o.s.

355 355

New spouting to roof

DP

DP

DP

DP

No change to balance of

roof

S1S2

S3

Corrugated colorsteel laid over

roof underlay and galvansied

netting

Corrugated colorsteel laid over

roof underlay and galvansied

netting

New concrete path

New reinforced concrete slab

to garage 100mm thick slab on

dpm 20mm sand blinding and

150mm hardfill as per 3604

7988

Allow 6mm overhang to studs

5988

Ramp up exposed

aggregate concrete

driveway to garage ffl

Existing house

766

7

6

6

4167

500e Mesh to concrete floor

5642

1200

1200

Confirm path setout onsite

as landscaping design

Slab Plan

scale 1:100 @ A3

Roof Plan

scale 1:100 @ A3

Existing floor

H1.2 S

G8 190x45 F

loor joists @

400 ctrs m

ax

Anchor pile

H1.2 SG8 190x45

joists @ 400 ctrs

140x45 stringer M

12 bolt to extg @

1200 ctrs

190x90 bearers

H5 125x125 P

iles @

1650 ctrs m

ax

Anchor piles

Anchor pile

Continuous blocking midspan (not shown

for clarity)

140x45 stringer M

12 bolt @

1200 ctrs

3006 3131125125

1520

125

125

1458

125

1458

125

1522

125

1235

125

1262

125

1200

125

Confirm condition of existing edge piles

and bearers onsite in regards to

suitability of stringer

Replace existing if in poor condition or

add in additional row of piles at edge for

new floor joist support

Floor Framing Plan

scale 1:50 @ A3

Existing house

100

min.

CGL

Earthquake

Wind

Bracing units

120

160

Bearers must not be joined at an anchor pile.

CGL = Cleared ground level.

See section 4 for durability requirements.

Connection for ordinary pile similar.

M12 bolt with 50 x 50 x 3 mm

washers connecting pile to

bearer (see 6.9.3)

Pile (see 6.4)

Bearer

400 min. dia. or

350 square min. x 100

thick concrete footing

(see 6.4.5.5)

6 kN joist / bearer

connection to each

side of pile to give

resistance in 2

directions

(see 6.9.3)

Solid blocking

@ 1800mm crs

Joist

300 min. (150 if DPC

used between pile

and bearer

(see 6.4.1.1(c))

1000

100 min.

600 max. CGL to

centre of fixing

(see 6.4.1.1(b)(iii))

NOTE -

(1)

(2)

(3)

(4)

300 max.

offset

A1.03

anchor pile

scale N.T.S


H3.1 SG8 90x45

Outriggers @ 900 ctrs

Building outline Existing roof

Roof Framing Plan

scale 1:50 @ A3

Trimmers to skylights

as per detail

Beams under

suporting extg roof

Lintel under suporting

extg roof

Verandah beam

under by Eng.

FIXINGS SCHEDULE table 2.2 and 2.4.4.1 NZS 3604:2011

Type Description Alt fixing capacity (kN)

E 2/ 90x3.15 skew nails + 2 wire dogs 4.7

F 2/ 90x3.15 skew nails + strap fixing 7.0

S 2/ 90x3.15 gun nails 0.8

T 1/ 10g self-drilling screw, 80mm long 2.4

U 1/ 14g self-drilling srcew, 100mm long 5.5

Refer to NZS 3604:2011 Section 2 'General'. also refer to Table 2.2.

Refer to NZS 3604:2011 Section 4 ' Durability'. also refer to Table

4.1, 4.3.

Refer to NZS 3604:2011, 4.4.4 - copper based timber preservative

Note: capacities are associated with fixing type, not fasteners. See

individual selection tables for the appropriate fixing type for the

application.

Move switch to extg light

Move switch to

extg light

Wall mounted extraction fan

Ducted extraction

fan vented to roof

Rangehood extraction fan

Electrical Plan

scale 1:100 @ A3

GENERAL NOTES FOR ADDITIONS AND

ALTERATIONS - electrical

All notes to be read in conjunction with drawings

and specification

Contractor to confirm existing main switch board

and distribution board comply with current

standards. allow to modify/replace as required.

Allow for, as required, changing of light switches to

other side of door, when it is re-hung on other side.

Allow for reposition of light switch/s if wall that

switch is in is modified/removed.

Electrical drawings are indicative only. Refer to

client for final electrical requirements and setout.

Electrician to ensure work is carried out to comply

with current standards and the Electricity (Safety)

Requlations 2010

Contractor to allow for blocking, as required by

selected fittings. refer to client and Electrician for

selected fittings and their requirements and

specification.

All dryers to have separate extract vent thru external

wall of roof eaves.

Allow to reposition any alarm sensors, heat sensors,

smoke detectors etc, that are effect by proposed

changes, as required.

Allow to remove/re position existing power outlets

as required.

ELECTRICAL LAYOUT IS INDICATIVE ONLY

ELECTRICIAN TO CONSULT WITH CLIENT TO

CONFIRM EXACT LAYOUT AND FITTINGS

SELECTION BEFORE TENDER OR

CONSTRUCTION

Automatic garage

door switch

3280

22

00

D1 family room

FFL

window and door schedule

scale 1:50 @ A3

14

00

ma

tch

e

x sill

14

00

ma

tch

e

x sill

1550 1040

W1 bedroom 3

W5 dining

W2 bedroom 4

W3 bedroom 4

W4 bathroom

W6 kitchen

10

00

530

2060

10

00

W7 garage

FFL

D2, D3, D5h, D6,

D7, D8, D9, D11,

D17h

h = handed

850

20

00

1660

20

00

850

20

00

D12

700

20

00

D13

450

20

00

20

00

D14

20

00

850

10

00

600

S1 family room

S2 kitchen

S3 laundry

20

00

20

00

850

D17D4

Glazing

Double glazed

Double glazed Double glazed

Single glazed Double glazed

H3.1 treated painted timber joinery H3.1 treated painted timber joinery Velux Aluminum Skylight

New hardwood door

to match existing

New hardwood

panel door to

match existing

Painted mattPainted pine profiled

panel doors

Painted pine profiled

panel doors

Window and doors viewed from exterior

Windows to be DOUBLE GLAZED. Glazing to conform to NZS 4223:Part

3:1993, NZS 3604, NZS4203, NZS 4211.

All glazing to comply with human impact standards

All dimensions shown are to overall frame opening size - unless otherwise

stated.

All dimensions to be checked on site.

Window subcontractor is responsible for ensuring that all window and or door

components fit the structure and are appropriate for the overall opening size

Main contractor to ensure that all rough openings are correct as per details and

drawings. All discrepancies shall be pointed out to the Architect for clarification

before manufacturing

WINDOW AND DOOR NOTES

Window sub-contractor is to confirm hardware to be installed as part of

quote. (refer to hardware section in the specification)

Window and door installation including flashings to be in accordance with

construction details.

DOOR SCHEDULE

DOOR HUNG WIDTH HARDWARE NOTES

D1 BIFOLDING 3280 GLAZED

D2 LH 810

D3 LH 810

D4 DOUBLE 1620

D5 RH 810

D6 LH 810

D7 LH 810

D8 LH 810

D9 LH 810

D10 RH 810 Reuse existing door refer demo plan

D11 LH 810

D12 RH 660

D13 RH 410

D14 LH 810

D15 CAVITY SLIDER 810

D16 CAVITY SLIDER 810

D17 RH 810

D18 ROLLER DOOR 4800

bevel-back weatherboard

- profile to NZS 3617

wall underlay dressed into

opening with flexible flashing

tape over underlay at corners

head flashing with 15° fall,

stop-ended and extended 20

mm min beyond outer edge of

jamb

internal lining as specified

timber window head to NZS

3610

50 mm cladding cover

15° min

downturn on flashing

over-folded to fit tight to head

FLASHING DIMENSIONS

jamb facing and scriber

notched over head flashing

and fitted to underside of

weatherhead

weatherhead fixed over

weatherboard - shape to shed

water with drip to bottom edge

and thicker than jamb facings

by 6 mm min profile to match

existing

air seal over backing rod

10 mm stop-end

additional underlay or flexible

flashing tape lapped over

flashing

5

m

m

g

a

p

10 m

m m

in

full width sill tray flashing with

20 mm stop-ends



tape full width of sill turned up

100 mm at corners

bevel-back weatherboards -

profile to NZS 3617

sill board

timber trim to match

existing profile

continuous packing to

form air seal

internal lining as

specified

framing

sill to NZS 3610

to suit sill

angle to suit sill

FLASHING DIMENSIONS

line of jamb facing and scriber

5 mm kick-out where flashing

is left exposed (not covered

by sill facing)

sill flashing with 20 mm

stop-end

line of continuous

jamb packer

hem to back edge

35 m

m m

in flashing cover

H3.1 scriber

H3.1 treated and painted

bevel-back weatherboard -

profile to NZS 3617

timber jamb - profile to

NZS 3610

internal lining as specified



tape at corners

line of weatherhead and head

flashing over

line of sill flashing extending

to trimming studs

90 x 19 facing

19 mm min continuous

jamb packer

air seal over backing rod

line of head flashing extended

20 mm beyond outer edge of

jamb

line of sill

20 m

m

bevel-back weatherboard

- profile to NZS 3617



tape over underlay at corners

head flashing with 15° fall,

stop-ended and extended 20

mm min beyond outer edge of

jamb

internal lining as

specified

architrave to match

existing profile

timber door head to

NZS 3610

FLASHING DIMENSIONS

jamb facing notched over

head flashing and fitted to

underside of weatherhead

weatherhead fixed over

weatherboard - shape to shed water

with drip to bottom edge and thicker

than jamb facings by 6 mm min


air seal over backing

rod

additional underlay or flexible

flashing tape lapped over

flashing

50 mm cladding cover

15° min

downturn on flashing

over-folded to fit tight to head

10 mm stop-end

5

m

m

g

a

p

10 m

m m

in

window head

scale 1:5 @A3

window jamb

scale 1:5 @A3

window sill

scale 1:5 @A3

door head

scale 1:5 @A3

H3.1 treated timber

window double glazed

paint finish

H3.1 treated timber

window double glazed

paint finish

H3.1 treated timber window

double glazed paint finish

H3.1 treated timber

door double glazed

paint finish

Painted pine architrave to

match existing profile

Corrugatd colorsteel roofing on


90X45 Purlins @900 ctrs run

between trusses



45 x 19mm eaves mould with 6 x 6mm

weathergroove fitted tight up against

soffit lining

H3.2 Exposed outriggers @

1200 ctrs to match existing

Ex 150X25 Fascia

Tongue, groove and vee soffit

lining

Spouting to match

existing

Trusses @1200 ctrs

50

Eaves detail

scale 1:5 @ A3

2

0

0

Corrugated Colorsteel roofing on


2

0

0

Stop ends

Colorsteel ridge flashing

Soft edge to ridge flashing

90X45 Purlins @900 ctrs

Ridge detail

scale 1:5 @ A3

Bevelback weatherboard

DPC

Wall underlay

Wall plate to overhang slab edge by

6mm min

Base board to finish 50mm min

below floor level (and 175mm above

finished ground level or 100mm

above paving)

Bevelback base board

Internal lining

D12 Rod

DPM over 20mm sand blinding

150mm hardfill

22

5m

m

100MM Concrete slab

M12 Holding down bolts

@900 ctrs

165mm

10

0m

m

500e mesh 30mm cover

(min)

75

mm

D12 Rod 75mm cover

75mm

R10 @ 600 ctrs

Garage foundation

scale 1:5 @ A3

Corrugatd colorsteel roofing on

roof underlay and galv netting

H3.1 Painted exposed

outriggers @ 400 ctrs to

match existing



45 x 19mm eaves mould with 6 x 6mm

weathergroove fitted tight up against

soffit lining

Ex 150X25 Fascia

Flashing to cover

two corrugates min

90X45 Packing

Tongue, groove and vee soffit

lining painted with profile to

match existing

70

Gable end detail

scale 1:5 @ A3

proprietary bath

installed to

manufacturer's

recommendations

silicon sealant

ceramic tiles

waterproof membrane

silicon sealant or

tile edge bead

gib Aqualine

5 - 1

0

gib Aqualine

ceramic tiles

waterproof membrane

required prior to tiling

tap body

silicon sealant

Note:

where impact noise from pipes is an issue

fix all pipes on resiliant brackets

silicon sealant required

see bath manufacturer's details

gib Aqualine

waterproof membrane

ceramic tiles

aluminium trim

impervious finish

silicon sealant between

basin and wall

basin top

silicon sealant

silicon sealant

ceramic tiles

gib Aqualine

acrylic liner over

unsealed gib Aqualine

bead of silicon sealant

or edge joiner

gib Aqualine

5 - 1

0

acrylic liner over


gib Aqualine

silicon sealant

proprietary shower tray

installed to manufacturer's

recommendations

gib Aqualine

tap body

silicon sealant

Note:

where impact noise

from pipes is an issue

fix all pipes on resiliant

brackets

acrylic liner over


bath/wall

scale 1:5 @A3

tiled penetration

scale 1:5 @A3

shower top

scale 1:5 @A3

shower base

scale 1:5 @A3

shower penetration

scale 1:5 @A3

basin/wall

scale 1:5 @A3

bath plinth

scale 1:5 @A3

Flashing soft edge

dressed into trough

Back flashing

Screw

to purlin

Extraction

fan from

laundry

Seal

and rivet

Colour match soft edge

prior to installation

Dektite flashing

diagonal to run

Colour match soft

edge prior to

installation

F

a

l

l

Seal under

Seal and fasten

Ridge

Corrugate profile

roofing

fixing detailflashing tape detail

insert flat packers between wall framing

and jamb liner at sill and jambs.

Do NOT use wedges

Unit must always rest on solid support. fix

through jamb liner andpackers into wall

framing with nails or use other approved

fixing methods such as a jamb tie

Note:

mechanical fixings only, 150mm

from corners and at 450 crs max.

Expandable foam is not an

approved fixing method

1

0

0

m

m

skylight width

80 m

m

75 m

m**

2

0

0

m

m

*

*

H

e

ig

h

t o

f u

p

s

ta

n

d

*

2 crests**

Height of upstand*

Trimmer

Lining

Purpose-made flashing

by flashing contractor

TrimmerInsulation material

Lining

Rafter

Purpose-made top cover flashing by flashing contractor

9mm plywood sarking

to support flashing

Insulation material

to comply with New

Zealand Building

Code Section H1

Battens to support

flashing

Section H1

Insulation material

to comply with New

Zealand Building

Code

9mm plywood

sarking to support

flashing

Insulation material

to comply with New

Zealand Building

Code Section H1

9mm plywood sarking

to support flashing

VELUX VS Skylight to

15 degrees min. angle

(check on site)

SECTION A-A

INSTALLATION GUIDELINES - FS FIXED SKYLIGHT IN METAL ROOFS (PITCH < 15 DEGREES)

SECTION B-B

A

A

BB

ELEVATION

NEW ZEALAND LTD.

0800 650 445

Name Date

Drawn by

Checked by

Drawing No.

June 11

June 11

FS - Fixed Skylight in Metal Roof (pitch <15 degrees)

This drawing is an instrument of service and is provided for informational use only.

© 2011 VELUX GROUP® VELUX is a registered trademark

VELUX FS Fixed Skylight installation guidelines for roofs

with roof pitch less than 15 degrees

For roofs with roof pitches less than 15 degrees, the VELUX

FS Fixed Skylight must be installed to a min.15 degrees.

A purpose made flashing designed to meet the conditions set

out in Section E2 of the New Zealand Building Code shall be

manufactured and installed by a specialist flashing contractor.

This flashing must be guaranteed against weather-tightness

by the specialist flashing contractor.

Insulation material meeting the requirements of NZBC/H1 is

required in the cavities of the lightwell structure.

plans7

Documents

particular nzs

manufacturers requirements

zone c check nzs

cladding notes

new zealand building

building components

ventilation requirements

cladding final colour