TECHhighsted.co.nz/wp-content/uploads/Lot-4-DRH-Consented... · 2016. 12. 15. · Project: @ A3 Client: Address: 231 Highsted Road, Harewood Status: Layouts: Proposed Display Home

@ A3Project:

Client:

Address: 231 Highsted Road, HarewoodStatus:

Site PlanLayouts:

2401Proposed Display Home

Date: 8/09/2016

160207 Rev.

Scales:

This drawing has been produced for our client and is not intended for use by any other person or for any other purpose © First Design & Build Ltd

Drawing Title: Drawing No:

Job Number:

1:200, 1:455.8537

Chartered Institute of Architectural Technologists

ArchiTECHBUILDING CONSENT

4 Chatham StreetAddington

Christchurch8024

Tel: 022 021 8613

FFL 23.235(See notes)

23.120

23.025

Nail in washer (249)

In channel

RL 22.62m

Driv

eway

22.99

0

23.035

23.13

5

31.59 [16d51'30"] - 51º RP @ 2300

Fall

1800 setback

31.59 [16d51'30"] - 47º RP @ 2300

22.7

8 [1

06d5

1'30

"] - 5

4º R

P @

230

0

22.7

8 [1

06d5

1'30

"] - 3

8º R

P @

230

0

H I G H S T E D R O A D

3000 setback

1800

set

back

3000

set

back

Sump

E1

summer sunrise

summer sunset

winter sunrise

winte

r sun

set

0.00

0.00

SITE PLAN: N.T.S.

LEGAL DESCRIPTION:

SITE AREA - 720 m²LOT No. - 4DP - 496167FLOOR AREA - 273.66 m²SITE COVERAGE (40%) - 38.01%

ZONING:

WIND - HighEARTHQUAKE - 2PLANNING ZONE - Residential New Neighbourhood

CONSTRUCTION SITE MANAGEMENT:

Site Fencing• Site must be fenced with 2.0m high temporary fencing where it may be accessible to the public and must

have the provision to be locked when the building site is not occupiedEntry/Exit Point to Site• Entry and exit point must be fenced where it may be accessible to the public and must have the provision to

be locked while building site is not occupiedSignage• All appropriate hazard signs must be erected before any work commencesGeneral Health & Safety• This interior is a smokefree workplace;• Temporary toilet & handwashing facilities must be provided

SITE SEDIMENT CONTROL:

Entry/Exit Point to Site• Ensure that a rumble pad is constructed of 40mm crushed rock to a depth of 150-200mm. This pad should

be 2.0m wide & 5.0m in length & shall extend from the kerb to the building site;• Site access must be restricted to this padBarriers and fences• Install sediment fence from a specially manufactured geotextile sediment fencing material which must be

buried to a depth of 200mm. Note that no fence can be constructed on council propertyUpslope Water• Where practicable divert up-slope water around disturbed areas by diversion banks & geotextile lined

trenchesStockpile• Ensure that all stockpiled material is within the sediment fencingMaintenance• Have extra fence fabric on site to make repairs;• Reapply rock to rumble pad as required;• Repair all trenches as needed

LANDSCAPING:

NZBC Clause B1, B2, D1, E1, E2, and G13

All driveway, path and patio areas shall be:-

• Laid at 1:100 min. fall away from a building;• Have a clearance of 150mm min. below the finished floor;• Level with a max. step from floor level of 190mm;• Exposed aggregate concrete finish (typical slip resistance co-efficient of 0.4-0.7);• 225mm min. clearance required between finished floor level & unpaved ground;• Ensure all minimum required clearances between floor & ground levels are maintained at all times

01

SITE LEVELS:

Datum = ECHO (BM 3573). Nail in kerbWilkinsons/Gardiners Road. RL 26.39m

Existing levels

Proposed levels

@ A3Project:

Client:


Floor PlanLayouts:


Date: 8/09/2016

160207 Rev.

Scales:



Job Number:

1:100




Christchurch8024

Tel: 022 021 8613

W041500

W031500

W051500

W061500

W071500

W08600

ED032200

W09 600

W10

2570

W01600

W02600

ED022200

W13

2570

W15600

W16600

W17600

W18600

W19

600

W11

2200

W12

2200

ID08

ID09

ID07

ED042200

ED052200

ED072200

ED062200

ID15ID11 ID13

ID12

ID01 ID02

ID10

ID03

ID16

ID14

ID04

ED012200

ID05

W14

2570

sink

fridge

dryerwm

DW

5850 900 730 1500 680 600 1230 1800 1790 1800 2000 600 2980 1800 1140

9025220

9025400

3065

1800

1535

1175

400

1800

400

1175

9021

3090

3310

9060

09010

8590

2600

9010

8590

6220

9064

0011

7526

0011

7564

00

1775

0

690 1800 1700 1800 2230 1800 2190 1800 1190

9015020

90610

90

15200 700

490

1500

310

1800

310

1500

490

900

900

1350

900

900

900

1500

1300

1800

900

9062

2090

6400

4950

6400

900 5000 1580 1500 920 1800500

850 2700 3610 2200 940

1275 4100 1735 2200 9902000

9062

2090

907000

902100

901180

903500

903500

903500

903900

90

903000

904000

903700

1404000

90

2000

2130

9040

00

4210

1230

9028

1090

2000

600

1765 1765

600

200

950

1300

min.

1030012200

810

810

1510

CS

WIR

MasterBedroom

Raking ceiling

Ensuite

Laundry

Garage

MediaRaking ceiling

LivingArea

Raking ceiling

Pantry

Entry

Hall

DiningArea

Raking ceiling

Kitchen

BedroomNo.4

Ceiling height 2550

worktop

worktop

storage

Bathroom

A

WC

BedroomNo.3

Ceiling height 2550

wardrobe

810CS810

hatch

920 s

ill

A

x 2200 h

810

cup'

d

wardrobe

BedroomNo.2

freestanding

1010 CS

810

810

810

810

810 810 810

810

920 sill

920 sill920 sill

920 s

ill

920 sill

wardrobe

920 sill920 sill920 sill

soun

d ba

tts

soun

d ba

tts

soun

d ba

tts

soun

dba

tts

Ridge Beam @ H/L

Escea DX1000

01

EXTERNAL WALLS:

NZBC Clause B1 Structure, B2 Durability, & E2 External Moisture

• Frame: High Wind zone; Grade: MSG8; Size: 90 x 45mm; Height: 2.57m max.; Centres: 400mm max. (v); Dwangs: 800mm (h);• Top Plate: 140 x 35mm; Grade: MSG8;• Insulation: PINK Batts Ultra® R2.6;• Building Paper: THERMAKRAFT Watergate-Plus™;• Cladding(s):- JAMES HARDIE 'Linea Oblique Weatherboard®' vertical;- STOPOREN 'Panel Facade System';

INTERNAL WALLS:

NZBC Clause B1 Structure

• Frame: 90 x 45mm thick wall framing MSG8 grade @ 600mm max. c/c's. Provide dwangs @ 800mm c/c's vertically;

• ALL walls adjacent garage are to be insulated with 90mm thick PINK Batts Ultra®

R2.6;• Internal room height: 2550mm throughout, unless shown otherwise

DOORS & WINDOWS:

NZBC Clause E2/AS1 External Moisture

• Windows & Doors: Aluminium, double glazed;• Garage Door(s): Dominator Milano Sectional;• Internal door height: 2200mm throughout, unless shown otherwise

SAFETY GLASS:

NZS 4223:Part 3. Glass thickness to be selected by window/door manufacturer.

• A Grade Safety Glass: doors fully glazed or exceeding 0.5m², windows fully glazedover 500mm wide, windows wet areas;

• Annealed Glass: all doors other than above;• Obscure Glass: privacy

FLOOR, WALL & CEILING FINISHES:

NZBC Clause E3 Internal Moisture

• Tiling: Kitchen, Pantry, Ensuite, Bathroom, WC, & Laundry;• ALL other habitable rooms: Carpet; Refer to 'Access Routes' (floors only)• Internal wall linings: 10mm GIB® Standard plasterboard;• Ceilings: 13mm GIB® Standard plasterboard;• Wet areas: GIB® Aqualine, thicknesses as above;• Surface finish to service & wet areas: 1 coat sealer & 2 coats semi-gloss enamel;• All linings subject to water splash must be maintained with an impervious finish for

the life of the building

FOOD PREPARATION and PREVENTION ofCONTAMINATION:

NZBC Clause G3 Food Preparation and Prevention of Contamination

• Utensil washing and food rinsing facilities shall have a sink with free draining surfaceswith continuous falls to the outlet;

• The sink shall be capable of fully containing a solid cylinder of 300mm diameter and125mm depth;

• Spaces for food preparation and utensil washing shall have: (a) Interior linings and work surfaces shall be impervious and easily cleaned, (b) All building elements constructed with materials which are free from hazardous substances which could cause contamination to the building contents

TIMBER TREATMENT:

• NZS 3602: 2003 - Timber to be treated in accordance with the hazard classificationas NZS 3640: 2003;

• This is a general timber treatment note and is structured to cover timber treatment inany situation

ACCESS ROUTES:

NZBC Clause D1

• An accessible route shall extend from the vehicle parking area to the personnel/principal entrance in to the building;• All walking surfaces to achieve a slip resistance coefficient as per D1/AS1 Table 2, min. 0.4

HEATING:

NZBC Clause H1 Energy Efficiency

• Appliance & Type: ESCEA DX1000, Gas - wall/cavity mounted;• Flue: vertical 80-100mm Ø, to terminate 600mm min. above ridge line;• Hearth: The base of the appliance must be installed a min. of 100mm A.F.F.L;• Cylinder: Min. clearance to a drain or openings into the dwelling to be in accordance with NZS5261:2003 Gas Installation, Figure J4

@ A3Project:

Client:


Elevations 1Layouts:


Date: 8/09/2016

160207 Rev.

Scales:



Job Number:

1:100




Christchurch8024

Tel: 022 021 8613

W E S T E L E V A T I O N

Downpipe

Veedek Longrun Roofing

Downpipe

Linea Oblique Weatherboard

S SMeter Box

Linea Oblique Weatherboard;alternating 200/300 modules

S O U T H E L E V A T I O N Panel Facade SystemDownpipe

Building envelope risk matrix. (From E2/AS1, Table 2.)

Risk factorLow Subtotals

Wind zone (per NZS 3604) 0 0 1 2

Number of storeys 0 1 2 4

Roof/wall intersection design 0 1 3 5

Eaves width 0 1 2 5

Envelope complexity 0 1 3 6

Deck design 0 2 4 6

TotalSouth Elevation

Risk severity

Medium High V High

0

0

2

1

0

1






Eaves width 0 1 2 5


Deck design 0 2 4 6

TotalWest Elevation

Risk severity

Medium High V High

0

0

2

1

0

1

P O R C H / E N T R A N C E S E C T I O N

Prolam PLP 200 H4 posts

240 x 90 H4 eaves beams,fixed/notched to posts with 2-M12bolts;140 x 45mm rafters @ 600 c/c's;25mm firring to fall;H3 plywood;Butynol membrane;25mm timber fascia

SAFETY GLASS:

Shown 'S'

01

1

4

0

0

2

0

1

1

4

0

0

2

0

1

@ A3Project:

Client:




Date: 8/09/2016

160207 Rev.

Scales:



Job Number:

1:100




Christchurch8024

Tel: 022 021 8613

Panel Facade SystemN O R T H E L E V A T I O N


S S S


S S

2300

Midpoint

38°


Aluminium Joinery


E A S T E L E V A T I O N

Downpipe

Downpipe

Downpipe

Rec

essi

on P

lane






Eaves width 0 1 2 5


Deck design 0 2 4 6

TotalNorth Elevation

Risk severity

Medium High V High

0

0

2

1

0

1






Eaves width 0 1 2 5


Deck design 0 2 4 6

TotalEast Elevation

Risk severity

Medium High V High

0

0

2

1

0

1

SAFETY GLASS:

Shown 'S'

01

1

4

0

0

2

0

1

1

4

0

0

2

0

1

@ A3Project:

Client:




Date: 8/09/2016

160207 Rev.

Scales:



Job Number:

1:100




Christchurch8024

Tel: 022 021 8613

E A S T ' S E C T I O N A L ' E L E V A T I O N

DownpipeDownpipe

S S S S S

W E S T ' S E C T I O N A L ' E L E V A T I O N

Downpipe Downpipe

S S S S S S

Prolam posts

SAFETY GLASS:

Shown 'S'

Documents

TECHhighsted.co.nz/wp-content/uploads/Lot-4-DRH-Consented... · 2016. 12. 15. · Project: @ A3 Client: Address: 231 Highsted Road, Harewood Status: Layouts: Proposed Display Home