Building Consent Plans

Architectural Plans Page

Description

Dwg No_SNDrawing Name_SD A0 Cover Page - Architectural

A8

Lower Ceiling Plan

A8.1

Upper Ceiling Plan

A9

Lower Electrical / Fire Control Plan

A9.1

Upper Electrical / Fire Control Plan

A10

Lower Details Key Plan

A10.1

Upper Details Key Plan

A11

Lower Exterior Joinery Schedule

A11.1

Upper Exterior Joinery Schedule

A11.2

Interior Doors Schedule

A11.3

Interior Glazing Schedule

A12

Wall / Floor Details

A0.1

Cover Page - Consultants

A13

Plumbing Schematic

A1

Site Plan

D1

Roof Details

A2

Lower Floor Plan

D1.1

Roof Details

A2.1

Upper Floor Plan

D1.2

Roof Details

A2.2

Lower Floor Plan Dimensions

D1.3

Roof Details

A3

Elevations A & B

D1.4

Roof Details

A3.1

Elevations C & D

D2

Cladding Details

A4

Lower Bracing & Wall Fixing Plan

D2.1

Cladding Details

A4.1

Upper Bracing & Wall Fixing Plan

D2.2

Cladding Details

A5

Foundation Plan

D3

Details

A6

Midfloor & Lower Roof Plan

D3.1

Details

A6.1

Upper Roof Plan

D3.2

Details

A7

Cross Sections WW & XX

D3.3

Details

A7.1

Cross Sections YY & ZZ

D4

Internal Elevations

A7.2

Cross Sections V-V

D4.1

Internal Elevations

A8

Lower Ceiling Plan

D4.2

Internal Elevations

A8.1

Upper Ceiling Plan

D4.3

Internal Elevations

A9

Lower Electrical / Fire Control Plan

D4.4

Internal Elevations

TheChildcare DRAWING Shop Design

A9.1

Upper Electrical / Fire Control Plan

D4.5

Internal Elevations

www.childcaredesign.co.nz 0800 527 337

A10

Lower Details Key Plan

D4.6

Internal Elevations

A10.1

Upper Details Key Plan

D4.7

Internal Elevations

A11

Lower Exterior Joinery Schedule

F1

Fixing Details

A11.1

Upper Exterior Joinery Schedule

F2

Fixing Details

A11.2

Interior Doors Schedule

A11.3

Interior Glazing Schedule

A12

Wall / Floor Details

A13

Plumbing Schematic

D1

Roof Details

D1.1

Roof Details

D1.2

Roof Details

D1.3

Roof Details

F3

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Childcare Centre at Henderson Auckland

Cover Page - Architectural Scale: N/A

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

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

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

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

Fixing Details

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A0

Rev.

8

Ref No

17597

Structural Engineers Plans

Emergency Lighting Plans

Page

Description

Page

Description

WB1

Wall Bracing Plan

E200.E

Emergency Lighting Layout

WB2

Wall Bracing Plan

S0

General Notes

S1

Raft Floor Plan

S2.1

Raft Floor Details

Page

Description

S2.2

Raft Floor Details

M-000

Cover Page

D1

Typical Pipe Detail

M-001

Drawing Index

B1

General Drain Bridging Details

M-002

Symbol, Legend & Abbreviations

SD0

Notes

M-100

Proposed Ground Floor Hvac Plan

SD1

Connections

M-101

Proposed First Floor Hvac Plan

SD2

Connections

M-300

Mechanical Schedule 1

SD3

Connections

M-301

Mechanical Schedule 2

SD4

Connections

M-400

Summary Sheet

W1

Retaining Wall

W2

Retaining Wall

Mechanical Services Plans Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Civil Plans Page

Description

C1

Carpark and Drainage Layout

C2

Carpark Details

C3

Stormwater Details

Proposed Childcare Centre at Henderson Auckland

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Cover Page - Consultants Scale: N/A

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

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A0.1

Rev.

8

Ref No

17597

Concrete Footpath

Wm

Summerland Drive

Existing Water Meter

11

Proposed Block retaining wall to Eng. Design maximum height 1500mm refer to engineers details on Sheet W2

pm

rth

No

0

.0 56

Cesspit with Lockable Lid

enc e

m

0

1.200m

3m

Fro nt

Existing Childcare for 35 Kids

1m Yard Setback

vey Sur ine

SL

150

41°59'00" 6.00

311°59'00" (20.17)

1.20

0 .8 52

53.00

1.725m

Survey

Staff

Proposed Childcare Centre at Henderson Auckland

24

88

T

6

DP

20

TheChildcare DRAWING Shop Design

LO

11

www.childcaredesign.co.nz 0800 527 337

Site Plan Height in relation to boundary

Staff

0 52.0

12

The Drawing Shop recommends all height in relation to boundary within 500mm of the proposed building to be confirmed before construction by the surveyor

Scale: 1:100 @ A1, 1:200 @ A3

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

14 Staff

2.805m Staff

1m Yard Setback

.20 52

FFL = 53.560 RIDGE = RL 57.32

311°59'00" 13.00

Ex. SWMH (Location to be confirmed on site) .40 LL: XX.XXX 52 DTI: 2.600 C.O.S.

Ex. SSMH

52.40

10

5.000m

Ex. SW Conn

ncil maps

53.40

Ya

5

.60 52

225°00'00" 7.44

rd

5.000m

2 Proposed Concrete Car Parks 1:12 Ramp

Client:

5.000m Staff

0 3.0

.80 52

19 Staff

All levels be confirmed on site Use SG 8 to timber unless otherwise stated Position & FFL ofwithin proposed childcare centre ground Subfloor fixings 600mm of finished to beand set out by a registered level all exterior fixingssurveyor to be stainless steel 52.60

Survey

6.680m 5.465m

Existing Concrete

18 Staff

150Ø SS Lin e from 52.8

0

Existing Concrete Car Parks

Easement

.60 53

15

SSMH LL = 51.49 DTI = 1.07 IL = 50.42

53.00

.4 53

Existing play Area for 35 kids 275m²

150Ø SS Line from cou

Co

.80 53

16

HIRB C 52.70

150Ø SS Lin e from

Existing Concrete

0

'00 ncr ete F

oot p

5

17

Silt fence

Cut: 600m² or 390m³ Fill: 660.45m² or 254m³ All enclosed timber framing to be H1.2 treated Actual: 1260.00m² or 644m³ All exposed timber including claddings, trims, bearers and cavity to be H3.2 treated Known RCbattens requirements All inground timber Infringement to be H5 treated Front Yard Setback Unless noted otherwise Earthworks

HIRB A 52.70

0

.2 53

°05 247 ath

0 4.0

Dp 1.625m

Building coverage Allowed: (Max. 35%) or 762.65m² Proposed Childcare: 359.10m² Existing Childcare: 219.20m² Actual: 29.08% or 578.30m²

- Total Reference 18049Area: 263.15m² Front Yard Refer to Drainage Consultants Landscaped Area:design 90.68%by or Antrim 238.65m² - OK - Reference 24 Oct 2018 Refer to Resource consent application number Approx earthworks - Allowed: LUC60325626 500m² or 250m³

0

Dp

1 Proposed Concrete Car Park

Bikes

.20 54

Existing SS Conn. to be upgraded from 100Ø to 150Ø

52.8

Staff 1m Yard Setback

53.80

2.600m

2000L Thin Tank as per Engineers Design

HIRB A1 52.85

Lots: 2 (127 Sturges) & 3 (125 Sturges) Dp: 318017 & 470959 Council: Auckland City - Waitakere Ward Zoning: Single House Site Area: Lot 2: 1055m² Lot 3: 1124m² Total: 2179m² Datum: SSMH - LL= 53.83

- Reference 2018204 FronttoYard (50% min.

Landscaped) Refer Emergency lighting design by Innerscape 2 - Front18/135 Yard Area: 186.70m² - Lot Reference Driveway Area: 24.50m² Refer to Heating report by Apex Air Landscaped Area: 86.87% or 162.20m² - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group Lot 3 - Front Yard Area: 76.45m² - dated 23 Aug 2018 Landscaped Area: 100% or 76.45m² Refer to Traffic report by Team

Cesspit

Safe Zone

Existing Concrete

53 60

1

0.900m

"2

5.7

2.600m

54.

.80

54

53.65

17000L Promax Detention Tank as per Engineers Design

FGL: 53.60

1.635m

High Foundation wall as per Eng. Design

53.20

315°00'00" 49.11

Org

5

4

3

1 5 Proposed Concrete Car Parks

.60

6.435m

RM AIN TE

WA Ø 150

Sta ent bilised ran ce

2

6.085m

6.0 00m

9.0

2.600m

Rt 0.1m

Location Map

17 Total site coverage (Impermeable) 80 31 Allowed: (Max. 60%) or 1307.40m² P D Building Coverage: 578.30m² Refer to Structural design 1 by Wilton Joubert Ltd. T 719.20m² - Driveway/Path: Reference 80260 LO Actual: or 1297.50m² Refer to 59.50% Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Landscaped Refer to TrussArea design by Carters (Min. 40%) or 871.60m² - Allowed: Reference LSA192 Actual: or 881.50m² Refer to 40.45% Fire report

by Fire Connect

Dp

6

Fo otp ath ete ncr Co

00m

sR

0.900m

Prop. Block Retaining to Engineers Design and Details on Sheet W2

7.285m

19 Parks supplied 16 staff 107 kids

FGL: 54.70

Existing Concrete

Max 1:12 Ramp min 3.6m

54.20 2.600m

1.200m

ATCOP GD018

Rt 0.55m

53.20

1.660m

1.500m

Landing 54.10

Bins

Max 1:20 Path (with side kerbs) Rt 0.1m

0

53.2

45°00'00" 20.62

Aluminium Balustrade as per detail 4/D3.2

1.500m

0

.0 55

1.8m fence

0 53.0

1:18.70 Path nk ru mm . T 00 Ex ia 7 D

FL 54.20

53.90

Fill

in

1.500m

Pool Gate

Rt 0.1m

5.000m

315°00'00" 40.72

Covered Area 10.50m²

1:50 Path

min 9m

PP

0

.2 55

Max 1:12 Ramp

Proposed Sign (3m²) to be attached to front Fence

e

re

.T

Ex

Dp

Threshold dra

1.8m high Fence

LOGO

Cut

Cp

1.8m high Fence

3.6m radius No earthworks

Rt 0.5m

from

.4

54

L

G

.

55

0

oa d

Proposed Childcare Centre for 72 Children FFL : 54.20

7

Fen ce 1:12 4.2m Ramp

11.13m radius Limited earthworks

ProposedTimber Deck Covered - 12.35m² (FFL: 54.200)

8

Max

high

HIRB B 53.58

9

1.8m

45° 13' 20" 24.28m

1.660m

60

PHONE NUMBER OPENING TIMES ENROL NOW

Timber retaining wall #1 maximum height 600mm Draincoil behind to cesspit to engineers design & detail on Sheet W1

53.6

Lan din 55.2 g 0

.4 55

SWMH LL = 53.83 DTI = 1.00 IL = 52.83

ØS

4' 0 °0 247

0.9

New Acoustic timber fence with angled top as per engineers design & details

0

53.8

Outdoor play Area 1 for 20 kids 104m²

2.000m

Stu rge

Existing POOL to be removed

1.8 m

0

.8 55

Rt

Rt 0.1m

Dp

hig hF

0"

25.

15m

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Dp

Outdoor play Area 2 for 52 kids 270m²

.00

54

0.200m

FGL 53.975

Deck 0.2m High

3.400m 52.10

5.000m

315°00'00"(16.98)

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

Pipe Sizes & Gradients

Ex. Cesspit LL 51.91

13

am

11

Dp

Safe Zone

12

2.600m

10

Fire Egress Gate

Cesspit

Rt 0.1m

Front Yard Infringement 0.37m² 2.565m

FGL 53.975

Safe Zone

10

st

Ea

9

54.70

.0 0

8

.8 0

7

53

9

FL

8

3m Front Yard

.8 0

Sun rise

7

Street Light

1 12

ProposedTimber Deck Covered - 33.05m² O/A- 47.85m² (FFL: 54.200)

53

6

1

FL

r te in W Sun

m

m

Su

5

2

313° 35' 10" 39.79m

er fence

4 3

un

S er

Sunrise

Rt 1.5m FGL 54.300

2

New Acoustic timb

3

et

Suns

r fo on gs cti vin rre sa co ght o li N ay d

150Ø Watermain

55.55

Silt fence

4

0.300m

5

3.995m

6

0.290m

6.565m

W

7

Ex. SWMH (Location to be confirmed on site) LL: XX.XXX DTI: 2.410 C.O.S.

52

Sun set

t

es

Erosion & Sediment control notes: Legend:

Geotextile & post silt fence

Stabilised entrance way Silt fence to comply with Auckland Council Erosion & Sediment Control Code of Practice All erosion & sediment control measures are to be constructed and installed prior to building works on site commencing Silt fences are to be monitored for maintenance during construction at least once a week and after any rainfall 59 09 47 P D 5

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

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

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

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

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2 (Vented system) All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Page No.

A1

Rev.

8

Ref No

17597

Tap

910

Wall Framing Sizes - U.N.O

Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas

2.40 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Exterior / load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 2.70 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 3.00 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 3.60 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Exterior / load bearing walls - 2/90x45 @ 300crs with 90x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs 4.20 Stud Height Exterior / load bearing walls - 2/140x45 @ 600crs with 140x45 nogs @ 800crs Internal / non load bearing walls - 2/90x45 @ 300crs with 90x45 nogs @ 800crs

Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Nogging @ 400crs under shiplap weatherboards for the horizontal cavibats

Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227 Important Notes: No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop

24/12 W11 06/16 W10-obs Lintel 13 to Eng. Design Use 2/240x45 SG8

Artsink

Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

VL 250 Prolam PL 06/12 W8 06/12 W7

2/90x45

VV A7

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

e/Storag e

Client:

Resourc

Proposed Childcare Centre at Henderson Auckland

Sink

Vinyl

2/140x45

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

06/12 W6

2/90x45

860

Child Wc 1

Carpet

2/140x45 12/15

Artsink

er 2/90x45

05/15 W4-obs

Fascia & Spouting

2/90x45

Beam ov

Quiet Room

Beam ov

2/190x45 910 CSL

2/90x45

TheChildcare DRAWING Shop Design Quiet Room Carpet

2/140x45

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

www.childcaredesign.co.nz 0800 527 337

ZZ A7

Raking ceilings

Lower Floor Plan Scale: 1:50 @ A1, 1:100@ A3

Notes

05/15 W5

YY A7

R1 Longrun Roofing - Trusses

910

910 CSL

er Lintel 11 to en Use 2/19 g. design 0x45 SG 8 12/06

24/12 W3

Vinyl Flooring

420.30m²

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

2/90x45

Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

12/06

Total:

s

TDS Specification & Notes

W2 24/12

VL 250

180x180 Prolam post

Indicates measured area

Linen

Prolam PL

Mw

860

Covered Area 10.30m²

Linen Full Wid th SL 2/190x45

Lintel 2 to en Use 2/14 g. design 0x45 SG 8

ZZ A7

Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500

arming

Vinyl

50Ø Vent

1 D1.4

Raking ceilings

Access Wc

Risers: Max. 180mm Treads: 320mm Nosing to have a rounded edge and a contrasting colour

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575

2/90x45

MB

Exterior Stairs

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

860

Play Area - 58.65m² Designed for 20 Children Calculated @ 2.50m² / Child (10% allowance for fixtures)

2x Velux FCM 2246 fixed skylights

Beam ov

WW A7

18 Risers: 167.5mm Treads: 320mm Incl. 20mm nosing

Beam over

12/15 Lintel 10 to en Use PL12 g. design -300100

Section YY

348.60m² 71.70m²

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Eng. 4 Studs

Play Area 1 - Under 2's

910

Interior Stairs

Carpet

12 SD3

er

1200mm High sign in counter

Upper floor

Reception

Accessible counter under

Entry

Lintel 3 to eng.

Use 250P design FC

Section VV

Carpet

Lintel 1 to eng. design Use PL12-300100

24/19

Beam over

W1

Concrete Patio 7.30m² (Level with FFL)

22/45 St acker

Eng. 4 Studs

th Slider

12/12

180x180 Prolam posts

er

Covered 1 Timber Deck D3 12.35m² (Level with FFL) W9

Full Wid

2/190x45

12/12

1010

Covered Area 10.55m²

Beam ov

Lockers

2/190x45

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

Excludes covered areas / porches

SD3

1.2m Trough

Lockers

Beam over

12/06

860 24/48 W19

Tap

Child Wc 2 Vinyl

1.2m Trough

100Ø Stack

Portal Frame 1 as per eng. design refer detail 13/SD3

860

Sink

er

12

2/140x45

Lockers

Beam ov

Beam over

Eng. SHS

Cleaners Sink

1

Lintel 14 to Eng. Design Use 2/240x45 SG8

210x60 Vent as per Eng. Design

3 D3

2/90x45 12/06

Shelves

Bottle w

2

XX A7

2/90x45

Raking ceilings Mech.

Vent

3

Tap @ 1.6m above FFL

2720mm Stud Height (Unless noted otherwise) FFL: 54.200

Vinyl

4

Parapet wall, max. height 3.80m Use 2/140x45 @ 600crs

(Childrens height)

910

1200mm Counter

Beam over

5

Eng. 3 Studs

Pack additional insulation around midfloor drainage & stacks to minimise any noise Eng. 3 Studs

Storage

C B

ELEVATION KEY

Upper floor

6

0.9x0.9

A

Indicates measured area Eng. 3 Studs

7 Vinyl

Tap Tap @ 1.6m above FFL

Play Area - 72.50m² Designed for 26 Children Calculated @ 2.50m² / Child (10% allowance for fixtures)

1-4 D3.1 Up

1.2m Trough

Eng. 3 Studs

Play Area 2

860

Wash down area

Lintel 4 to eng. design Use PL12-300100

Eng. 3 Studs

D

Hwc

Child Wc 3

Beam over

30/60 W18

Eng. 3 Studs

Handrails

VV A7

Eng. 3 Studs

Lintel 5 to eng. design Use PL12-300100

2/90x45

860

10/12

Raking ceilings

F

860

50Ø Vent

Lintel 8 to eng. design Use PL12-350100 & PL12-35050

W12 24/48

860 Gate

Install Top plate stiffener to Top and Bottom Plate Resource when vent goes through Vinyl wall loadbearing

2/240x45

1.2m Trough Lintel 12 to eng. design Use PL12-300100 910 CSL

Eng. 3 Studs

Beam over

Eng. 3 Studs

Raking ceilings

50Ø Vent

Indicates measured area

W17 Parapet wall, max. height 3.80m Use 2/140x45 @ 600crs 30/32

Kitchen

2/90x45

Play Area - 73.70m² Designed for 26 Children Calculated @ 2.50m² / Child (10% allowance for fixtures)

W13 24/45 Stacker

Starline Dw under

Kitchen designer to confirm layout Vinyl Vent RH to soffit

YY A7 Tap @ 1.6m above FFL

Eng. 3 Studs

Beam over

Play Area 3

Prolam PLVL 250

WW A7

2 D3

Covered 1 Timber Deck D3 33.05m² (Level with FFL)

2/190x45 Hand wash

1200mm High Counter

Eng. 3 Studs

(Childrens height)

W16 24/45 Stacker

Lintel 6 to eng. design Use PL12-300100

Eng. 3 Studs

Prolam PLVL 250

180x180 Prolam posts

W14 12/20 Slider

Artsink

Tap

W15 24/45 Stacker

Lintel 7 to eng. design Use PL12-300100

Eng. 3 Studs

Tap @ 1.6m above FFL

Prolam PLVL 250

XX A7

910

Prolam PLVL 250

Timber Deck 47.85m² O/A (Level with FFL)

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A2

Rev.

8

Ref No

17597

WW A7

YY A7

9829 Lower floor

10610

4790

Lower floor

90

90

4200

90

90

1500

1020

90

8993 Lower floor

90

1200

90

4470

380

90

1500

D A

Wc

15 Dn

Sink

90

or

90

2830

2/90x45

12/12 W24

12/12 W25

90

2610

VV A7

Dr

2/90x45 Parapet wall, max. height 3.40m Use 2/90x45 @ 300crs

Tub

Vinyl

90

22/12 W23

Laundry

2420mm Stud Height (Unless noted otherwise) FFL: 57.215

4910

90 2350

Total:

420.30m²

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

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

380

Client:

10610

7429 Lower floor

348.60m² 71.70m²

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

Section YY

Beam Over

2/90x45

90

2/90x45

22/24 W22

90

Wm

Carpet

2/190x45

Lower flo

Section VV

Non-contact

Carpet

3900

Mw

860 860

90

90

F

6820

17

Office

W21 22/04

90 Vinyl

16 18

Lower floor

90

Kitchenette

Vinyl

90

Dn 1

14

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

Excludes covered areas / porches

2150

2

13

860

3

Carpet 50Ø Vent

12

860

5

Staff Room

Carpet 1.0m high wall with a timber capping, top fixed as per Eng. design & detail 14/SD3

2/190x45

6 4

3220

3220

Parapet wall, max. height 3.40m W20 Use 2/90x45 @ 300crs 12/24

3600

90 90

1920

3510 90

7000

Storage

9 10 11

7

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

1660

1500

1-4 D3.1 8

2/190x45

760

90

Handrails

ELEVATION KEY

W26 12/24

90

Parapet wall, max. height 3.40m Use 2/90x45 @ 300crs

W27 12/24 2/190x45

VV A7

Proposed Childcare Centre at Henderson Auckland

WW A7

TheChildcare DRAWING Shop Design

TDS Specification & Notes

www.childcaredesign.co.nz 0800 527 337

Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

Wall Framing Sizes - U.N.O

Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas

2.40 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Exterior / load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 2.70 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 3.00 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 600crs with 90x45 nogs @ 800crs 3.60 Stud Height Exterior / load bearing walls - 140x45 @ 600crs with 140x45 nogs @ 800crs Exterior / load bearing walls - 2/90x45 @ 300crs with 90x45 nogs @ 800crs Internal / non load bearing walls - 90x45 @ 400crs with 90x45 nogs @ 800crs 4.20 Stud Height Exterior / load bearing walls - 2/140x45 @ 600crs with 140x45 nogs @ 800crs Internal / non load bearing walls - 2/90x45 @ 300crs with 90x45 nogs @ 800crs

Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Nogging @ 400crs under shiplap weatherboards for the horizontal cavibats

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575 Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227 Important Notes: No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop

Upper Floor Plan

YY A7

Vinyl Flooring

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

C B

90

90

90

Interior Stairs 18 Risers: 167.5mm Treads: 320mm Incl. 20mm nosing

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

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

R1 Longrun Roofing - Trusses Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A2.1

Rev.

8

Ref No

17597

29432

22760

6985

90

140

6985

90

90

3100

2615

140

12215

90

90

1710

90

2400

90

5760

140

2560

180

140

6672

180

180

180

180

3903

180

3903

3905

6738 7850

90

90

90

8250

90

1800

1500

3510

90

1500

140

760 90

400

90

Client:

90 1500

1250

4210

8030

1800

6605

10800

90

90

5070

600 90

TheChildcare DRAWING Shop Design 4140

9690

300

90

140

140

9970

2284

400

140

140 1885

140

90 1020

° 00

90 1500

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

Proposed Childcare Centre at Henderson Auckland

.

98

90

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

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

1600

90 1600

1900

1340

140

2310

2310

1620

1710

2010

1800

180

2560 90

90

180

° 00

2560

90

140 6812

.

98

19219

7585

4650

1760 90

10340

10620

4650

1100 90 1000

2800 90

2490

2400

90

2800

1400

700

140

140

1820

3905

www.childcaredesign.co.nz 0800 527 337

5099

Lower Floor Plan Dimensions 2490

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

2400

Notes

750

2400

2000

90

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

6 ) Refer to the MasterSpec attached

140 4420 568

Drawing Revision

9240

90 2400

140

90 3640

11610

90

140 600

140

140

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

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

140

1690

1616

180

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

90

90

180

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

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A2.2

Rev.

8

Ref No

17597

1 D2.1

1 D1.2

Height in relation to boundary

m

ir nf

co

2 D1.1

to

5 D1.1

r yo

ve

r Su

4 D2.1

3 D2.1

The Drawing Shop recommends all height in relation to boundary within 500mm of the proposed building to be confirmed before construction by the surveyor

4° Prefinished longrun roofing (Trapezoidal) FFL: 57.215

Site Boundary

Prefinished metal fascia & spouting

6 D1.2

Linea Oblique weatherboard on a 20mm cavity Cedar Shiplap weatherboard on a 20mm cavity

B

IR

H

1 D1.1

1 D1

8 D2.1

2 D2.1

7 D1.1

RISK MATRIX (REFER NZBC / E2) ELEVATIONS

9 D2.2

Hardiflex soffit lining 6 D2.1

HIRB C

55.55 Aluminium joinery Timber Decking

4 D2.2

FFL: 54.200 6.565m

4 D2

Existing ground line Proposed ground line

ELEVATION A

Raft slab to eng. design

6 D2.2 1.725m

2 D1.2

1 D1.3

8m Max. Height

3 D1.2

Linea Oblique weatherboard on a 20mm cavity

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 16

ey rv or

Client:

to

Proposed Childcare Centre at Henderson Auckland

ir nf

co m

FFL: 57.215

B IR H

3 D2

5 D1

9 D2.2

2

Number of storeys

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

6 D1.3

1 D2

A1 A

2 D2

B IR

H

5 D2.2

VH

1

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

9 D2.1

4 D2.2

52.70

4 D1.3

10 D2.1

H

0

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Su

10 D2.1

M

0

Total Risk Score

4 D1.2

5 D1.3

L

Wind zone (per NZS 3604)

A

1.660m

HIRB B - 2.5m 45°

Proposed Block Retaining Wall To Eng. Design Max. Height 1.5m

HIRB A1

Bevel back weatherboard on a 20mm cavity

5 D2

HIRB C - 2.5m 45°

8 D2

Risk Factor

FFL: 54.200

TheChildcare DRAWING Shop Design 1.635m

ELEVATION B

Cedar cladding Proposed Concrete Steps 1.625m

Proposed Timber retaining wall to eng. design & details

Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

Elevations A & B

52.85 52.70

Proposed Block Retaining as per eng. design & details

R1 Longrun Roofing - Trusses

www.childcaredesign.co.nz 0800 527 337

53.58

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

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

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A3

Rev.

8

Ref No

17597

1 D1.2

nf irm

H IR B

1 D1

ey o

rt

o

co

Height in relation to boundary The Drawing Shop recommends all height in relation to boundary within 500mm of the proposed building to be confirmed before construction by the surveyor

Skylight FFL: 57.215

Front Yard Infringement 0.65m²

4 D1.1

4 D2

HIRB C - 2.5m 45°

4 D1

3.015m

2 D1.1 2 D1

RISK MATRIX (REFER NZBC / E2) ELEVATIONS

Site Boundary

Su

rv

0.730m Skylight

54.70 FFL: 54.200

Proposed Block Retaining Wall To Eng. Design Max. Height 1.5m

3.995m

ELEVATION C 1.725m

8m Max. Height

3 D1.2

L

M

H

VH

Wind zone (per NZS 3604)

0

0

1

2

Number of storeys

0

1

2

4

Roof/wall intersection design

0

1

3

5

Eaves width

0

1

2

5

Envelope complexity

0

1

3

6

Deck design

0

2

4

Total Risk Score

6 16

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

52.70

4 D1.2

Risk Factor

2 D1.2

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

Client:

Proposed Childcare Centre at Henderson Auckland

4 D1.3

4 D1.1

5 D1.3

3.015m

HIRB B - 2.5m 45°

FFL: 57.215

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

FFL: 54.200

Elevations C & D Proposed Timber Retaining Wall To Eng. Design Max. Height 0.6m

53.58

Front Yard Infringement 1.05m²

2.565m

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

ELEVATION D

1.660m

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

R1 Longrun Roofing - Trusses Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A3.1

Rev.

8

Ref No

17597

Gibboard Substitution Notes

WALL FIXINGS SCHEDULE

Refer to sheets A8 & A9 for locations of Firerated Gibboard

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

Original

Acceptable Substitute

10mm Standard Gibboard

10mm Fyreline with 32x6g screws (if needed fix second layer with 41x6g screws)

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

10mm Braceline Gibboard

Rebate beams fully into the posts and fix with 2/M12 bolts

GS1-N 0.8

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

GS1-N 1.6

2/90x45 GS1-N 1.8

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

Lintel fixing G W10-obs Lintel 13 to Eng. Design Use 2/240x45 SG8

Rebate be post and am fully into the fix with 2/ M12 bolts VL 250 12 SD3

Lintel 3 to eng.

Use 250P design FC

GS1-N 1.3

GS1-N

GS1-N 0.

9 2/90x45

Client:

Proposed Childcare Centre at Henderson Auckland

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Lintel fix ing F W3

2/140x Lintel fix 45 ing F

GS1-N 1.

1

GS1-N

3.2

2/140x45 Lintel fix ing F W4-obs

2/90x45

F

2.3

2/90x45

2/90x45 Lintel fix ing

2.3

Lintel fix

W2 ing F

VL 250

2/90x45

2/190x45 Lintel fix ing F

GS1-N

Prolam PL

Lintel 2 to en Use 2/14 g. design 0x45 SG 8 GS1-N 1.2

ing F

Lintel 11 to en Use 2/19 g. design 0x Eng. Lint el fixing 45 SG8 F

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

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

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

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

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

GS1-N 2.

3

1.9

Lintel fix ing 2/190x45 F

Lintel fix

Lower Bracing & Wall Fixing Plan

2.4 GS1-N

GS1-N

Rebate be post and am fully into the fix with 2/ M12 bolts

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

GS1-N

1.7

Wall bracing as per engineers design Wilton Joubert Ltd. - Ref 80260

GS1-N 1.

5

1.5

Lintel fixing F

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

Lintel fix ing F W7

2.0 GS1-N 2/90x45 Lintel fix ing E

MB

Lintel 10 to en Use PL12 g. design -300100

l fixing F

GS1-N 1.

4

ENG linte

W19

Lintel 1 to eng. design Use PL12-300100

W1 ENG lintel fixing H

Portal Frame 1 as per eng. design refer detail 13/SD3

Prolam PL

W9 ENG linte l fixing H

0.4 2/90x45

Lintel fixing F 2/190x45

GS1-N

Lintel fixing F 2/190x45

Lintel fix ing F W6

Lintel fixing F 2/140x45

GS1-N

Hwc

SD3

Lintel fix ing F W8

BL1-H 2.4

Eng Lintel fixing F

GS1-N 3.2

BL1-H 0.4

1500

ENG lintel fixing H W18

Wall bracing calculated for HIGH WIND ZONE EARTHQUAKE 1

12

BL1-H 0.8

2/240x45 Lintel fixing F

Lintel 8 to eng. design Use PL12-350100 & PL12-35050

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

(Refer to holddown details on the sheet noted above)

2/90x45

GS1-N 1.8

GS1-N 2.4

GS1-N 0.4

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

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

GS1-N 0.7

GS1-N 3.6

GS1-N 2.6

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

Ply bracing to be recessed into frame as necessary

Lintel 4 to eng. design Use PL12-300100

GS1-N 1.2

Lintel 14 to Eng. Design Use 2/240x45 SG8

Lintel fixing E

Install Top plate stiffener to Top and Bottom Plate when vent goes through loadbearing wall

Lintel 5 to eng. design Use PL12-300100

GS1-N 2.5

Dragon Tie as per Eng. Design

BL1-H 0.4

1500

W17

BL1-H 1.8

Lintel 12 to eng. design Use PL12-300100

2/90x45

BL1-H 2.2

Lintel 7 to eng. design Use PL12-300100

W16 ENG lintel fixing H

Dragon Tie as per Eng. Design

16mm Fyreline with 41x6g screws

ENG lintel fixing H

BLG-H 1.2

1500

2/190x45

GS1-N 1.8

• Bottom plate to studs External walls Braced walls Internal walls

W12

W13 ENG lintel fixing H

BL1-H 0.8

Lintel 6 to eng. design Use PL12-300100

GS1-N 1.2

W14 Lintel fixing F

10mm Fyreline with 32x6g screws (if needed fix second layer with 41x6g screws)

Screw fixing pattern of the original element to be used on the substituted Gibboard

Prolam PLVL 250

Lintel fixing G

W15 ENG lintel fixing H

• Brace Types Refer to Sheet F2 for brace type details

Lintel fixing F W11

Prolam PLVL 250

BL1-H 3.6

1500

Prolam PLVL 250

19mm Fyreline with 41x6g screws (if needed fix second layer with 57x7g screws)

19mm Fyreline with 41x6g screws (if needed fix second layer with 57x7g screws)

Rebate beams fully into the posts and fix with 2/M12 bolts

2/90x45 BL1-H 0.8 Lintel fixing E

Prolam PLVL 250

• Holddown Details Refer to Sheet F1 for panel hold downs

16mm Fyreline with 41x6g screws

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

6 ) Refer to the MasterSpec attached

2/140x45 Lintel fix

ing F

W5

GS1-N

Drawing Revision 1.0

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A4

Rev.

8

Ref No

17597

Gibboard Substitution Notes

WALL FIXINGS SCHEDULE

Refer to sheets A8 & A9 for locations of Firerated Gibboard

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

Original

Acceptable Substitute

10mm Standard Gibboard

10mm Fyreline with 32x6g screws (if needed fix second layer with 41x6g screws)

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

10mm Braceline Gibboard

16mm Fyreline with 41x6g screws

• Holddown Details Refer to Sheet F1 for panel hold downs

19mm Fyreline with 41x6g screws (if needed fix second layer with 57x7g screws)

• Brace Types Refer to Sheet F2 for brace type details

10mm Fyreline with 32x6g screws (if needed fix second layer with 41x6g screws)

• Bottom plate to studs External walls Braced walls Internal walls

16mm Fyreline with 41x6g screws 19mm Fyreline with 41x6g screws (if needed fix second layer with 57x7g screws)

Screw fixing pattern of the original element to be used on the substituted Gibboard

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

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

(Refer to additional holddown details on the sheet noted above) • Bottom Plate Fixings - Timber Use 3/ 90x3.15mm nails @ 600crs for external & internal load bearing walls, 1/90x3.15mm nail @ 600crs for internal non load bearing walls.

(Refer to holddown details on the sheet noted above)

Ply bracing to be recessed into frame as necessary

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

W27 Lintel fixing F

W26 Lintel fixing F GS1-N 1.1

2/190x45

GS1-N 1.0

GS1-N 2.4

GS1-N 1.0

GS1-N 3.0

2/190x45

W20 Lintel fixing G

2/190x45

GS1-N 2.5 GS1-N 2.4

GS1-N 2.2

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

2/90x45

W21 Lintel fixing E

Client:

2/190x45

2/90x45

Lintel fixing F W22

Lintel fixing F W23

GS1-N 2.4

2/90x45 Lintel fixing F W24

2/90x45

GS1-N 1.1

Proposed Childcare Centre at Henderson Auckland

Lintel fixing F W25

Wall bracing as per engineers design Wilton Joubert Ltd. - Ref 80260 TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

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

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

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A4.1

Rev.

8

Ref No

17597

29432

Refer to geotechnical report by Wilton Joubert Ltd. Ref 80491

22760 3905

180

3903

F3 Timber Deck on Strip footings47.85m²

180

3903

180

3905

180

Concrete nibs Min. 900deep x 200

1 D3

140x45 Joists @ 400crs

All levels to be confirmed on site Position & FFL of proposed residence to be set out by a registered surveyor

6245 Prolam posts cast into concrete footings as per engineers design & details

180

180

1820 Posts

2000

6672

Sawcut locations as per engineers design (avoid tiled areas)

6 D2

(Level with FFL)

2835

Raft slab as per engineers design and detailing 4 S1

Sawcuts & Freejoints as per engineers design

300

5320

Proposed retaining as per engineers design & details See detail 13/S2.2 for connection to foundation block wall

Concrete pads as per engineers design

300

186

300

1662

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

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

1616

R1 Longrun Roofing - Trusses Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

All SS drainage as per AS/NZS 3500.2 (Vented system) All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

1690

190mm M as per en asonry foundatio n wall gineer Maximum s design & deta ils height 15 00mm Novacoi l drain to cesspit as siteplan, shown on co nt in ue foundatio th n wall to Slab DPM down e the top of the footin g

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

2441

Post

180

1800

1620

ne er li sew Charge O rg with sink

600 3765

11610

0

anit ary 65Ø

65Ø 100Ø

Post

All floor wastes must be charged

100Ø

0 100

4365

50Ø Vent

568 180

300 300

Prolam posts cast into concrete footings as per engineers design & details Proposed Underground Stormwater Tank

Client:

Proposed Childcare Centre at Henderson Auckland

ØS

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

1090

2285

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

300

3220

5070

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

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

100

2035

6 D3.1

Exterior Stairs Risers: Max. 180mm Treads: 320mm Inc. 20mm nosing Nosing to have a rounded edge and a contrasting colour

5487

1:100 Fall 7 (Level with FFL) D3.1 5 D3.1

Novacoi l drain siteplan, to cesspit as sh foundatio continue Slab D own on the PM down n wall to the top of the footin g 190mm M as onry fo as per en gineers de undation wall sign Maximum height 15 & details 00mm

Concrete Patio (Level with FFL)

Door rebates in slab

400

120Wx150H Concrete nibs to engineers design & detail

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

10800

600

300

1300

tes in slab

2280

359 600

Door reba

300

1200

750 18 0

1:60 1:120

50Ø Vent

Org

TheChildcare DRAWING Shop Design Existing 100Ø Sanitary sewer connection to be upgraded to 150Ø as per Resource Consent conditions

www.childcaredesign.co.nz 0800 527 337

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

2435

840

6605

600 5099

100Ø 100Ø

(Level with FFL)

600

600

F3 Timber Deck on Strip footings12.35m²

100Ø

Prolam posts cast into concrete footings as per engineers design & details

1035

2100

Pipe Sizes & Gradients

Sanitary drainage Stormwater drainage

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

180

65Ø

190mm Masonry retaining wall as per engineers design & details Maximum height 700mm

Min. Grade

300

300

100Ø Stack

1935

600

6 D2.2

Min. Size

2350

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

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

Insulation Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

Joinery Powder coated aluminium joinery with double glazing

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

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

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

45 Lin ° + 5 e o 00 f in mm flu en ce

300

900 1885

65Ø

600

2540

3049

2105

Concrete pads as per engineers design

Fixtures or pipes

300

Concrete pads as per engineers design

Hwc

600

100Ø

50Ø Vent

9970

3290

3300

100Ø

600

200

100Ø

40Ø

6870

5550

Form a 200x200 (WxD) rebate for the ACO threshold drain with falls to outlets @ 3.7m centres as shown 600 1685 600

Pad

3505

6811

65Ø

900

65Ø

6738

600

300

2284 Threshold drain

Rebate slab for shower, floor slopes to drain without sudden change of level, max 1:40 or 2.5%

2405 65Ø

1200

300

2990

300

7020

7215

19219

Concrete pads as per engineers design

300

10620

Slab thickenings as per engineers design

300

1550

50Ø Vent

150

Door rebates in slab

65Ø

FFL: 54.200

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - Ref 80260 on 0.25mm polythene dpm on on compacted hardill as per engineers design & details

65Ø

SWMH LL = 53.83 DTI = 1.00 IL = 52.83

F2

7585

7400

Door rebates in slab

Refer to approved kitchen plan for location of sink waste

4685

AAV 65Ø

4535

Door rebates in slab

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

6 ) Refer to the MasterSpec attached

Drawing Revision

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

All drainage lines to be located on site before work starts

F3 Timber decks 90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

SWMH LL = 51.49 DTI = 1.07 IL = 50.42

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

SS Line scaled from council records, depth and location to be confirmed on site

Page No.

A5

Rev.

8

Ref No

17597

Rafters pitch @ 2755 Above FFL

100Ø Dp

Lintels under

8 D1.1

6 D1

R3

4° Up

4° Up

Lintels under

300

100Ø Dp

140x45 Rafters @ 600crs

4 D1 100Ø Dp

Confirm joist locations for sanitary fixtures wastes.

Use Thru-joist brackets to midfloor for drainage

Steel strap roof plane diagonal brace

R2

Steel strap roof plane diagonal brace

4° Up

Parapet wall, max. height 3.80m Use 2/140x45 @ 600crs 9

1 D1.3

SD2

Beam 12

8

10

SD2

SD2

7

Dropper over

140X45

Nogging

SD2

Beam 13

Note 3

Beam 4 to eng. design Use 2/240x45 SG8 Fixed with pair of wiredogs & 2 skew nails

Beam 9 to eng. design Use 3/240x45 SG8

Beam 5 to eng. design Use PLVL8-300100 Min. 6kN fixing to post

Beam 11 to eng. design Use 230PFC

R4

Steel stra p roof plan diagonal e brace

Beam 13 to eng. design Use 230PFC

SD2

6° Up

Approved trusses @ 900crs

ss ru

rt

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

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

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

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

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

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

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2 (Vented system) All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

150 der

425m²

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Proposed Childcare Centre at Henderson Auckland

3 SD1

R1

5 D1

Fascia & Spouting

TOTAL

Cantilev er pu form gabl rlins to e end

100Ø Dp

R1 Longrun Roofing - Trusses

354m² 71m²

Client:

Steel stra p roof plan diagonal e br ac e 5500

1300

150

Pipe Sizes & Gradients

10° Up

4 D1

e rd

der

100Ø Dp

1 D1.4

Lower: Upper:

TheChildcare DRAWING Shop Design

Gi

Lintels un

Lintels un

10° Up

5 D1.1

Beam 12 to eng. design Use PL12-250100

900

10° Up

190x45 R after Pu @ 600crs rlins

6° Up

Beam 6 to eng. design Use PLVL12-300100 Min. 6kN fixing to post

Beam 10 to eng. design use 250UB37

Min. 5° Fall on apron flashing away from nib walls

700

Beam 8 to eng. design Use 250UB37

6° Up

Beam 7 to eng. design Use 2/240x45 SG8

Beam 3 to eng. design Use 250UB37

Beam 5

Note 3 as per eng. design - Use JH95x165 joist hanger High framing 1 as per eng. design PL12-250 100 Wind beam (at midfloor level) - Wall frame above:90x45 SG8 @ 300crs max with nogging @ 800crs - Wall frame below: 90x45 SG8 @ 400 crs max.

Beam 2 to eng. design Use 250UB37

Steel stra p roof plan diagonal e brace

2x Velux FCM fixed skyl 2246 ights

11

5 D1.3

Engineers Beams

Note 2 as per eng. design - Wind beams connection: 300x100x1mm nailon plate wrap around exterior corner & multigrip to interior corner

1 D1.4

Beam 4

Note 1 as per eng. design - Sit B6 & B7 evenly on wall then fix with a pair of wiredogs & 2 skew nails.

SD1

Rafters pi tch @ & fixed to 2245 Above FF L side of H yjoists

9 SD2

4

8 D1

100Ø Dp

240/63 Hyjoists @ 900crs

4 D1.3

Beam 10

Double joist

Beam 11

R2

Dropper over

Lintels under

Double joist

140x45 Rafters @ 900crs 10° Up 50Ø 7 Vent D1

Trusses pitch @ 2605 Ab with min ove FFL 140m per Trus m heel as s Design

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

4 D1.4

R3 140x45 Rafters @ 900crs 10° Up

2 D1.1

www.childcaredesign.co.nz 0800 527 337

Midfloor & Lower Roof Plan

7 D1.1

Cantilev er pu form gabl rlins to e end

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

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

100Ø Dp

Double joist

Steel stra p roof plan diagonal e brace

10° Up

R3

900crs

1500

Beam 6

R2

100Ø Stack

R4

190x45 R after Pu @ 600crs rlins

joists @

SD2

SD2

150

200/45 Hy

8

9

Steel strap roof plane diagonal brace

Nogging

240x45 Floor joists @ 400crs max.

Use 240x45 nogging to spans over 2.5m

Beam 7

Beam 3

3600 Stair void

FFL: 57.215

50Ø Vent

Beam 9

4° Up

3510

High Framing 1

Approved trusses @ 900crs

4 D1.1

Note 1

Airconditioning units on "Monkeytoe" condensor mounts

R1

3 D1.3 Parapet wall, max. height 3.80m Use 2/140x45 @ 600crs

Roof plan area: Dropper over

4200

Beam 2

2 D1.3

SD1

Beam 8

1900

Note 2

6A-B

700

SD1

5 SD1

High Framing 1

Refer to truss layout and codes from Gangnail approved truss manufacturer at the time of construction Carters - Ref LSA192

2900

SD1

Airconditioning units on "Monkeytoe" condensor mounts

900crs

2

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

Rafters @

1A-B

6 D1.3 4° Up

SD2

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

Steel strap roof plane diagonal brace

D1

Lintels under

Approved trusses @ 900crs

HIGH WIND ZONE

7

50Ø Vent

R1 8A-B

2a D1.1

240/63 Hyjoists @ 900crs

4° Up

1 D1.1

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

300

Stopend as per truss design Use 380mm Truss says min 274mm

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A6

Rev.

8

Ref No

17597

HIGH WIND ZONE Light Roof - Purlin Fixing (Maximum 900crs for trusses or rafters) High framing 1 as per eng. design Wind beam (at midfloor level) - Wall frame above:90x45 SG8 @ 300crs max with nogging @ 800crs - Wall frame below: 990x45 SG8 @ 400 crs max.

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

High Framing 1

80Ø Dropper & spreader

Steel strap roof plane diagonal brace

7 D1

R1

50Ø Vent

Approved trusses @ 900crs

4° Up

Steel strap roof plane diagonal brace

Fix with a pair of sheet brace straps as per Eng. Design

1 D1

Beam 1 Fix with a pair of CT200 as per Eng. Design

2 D1.2

3 D1.2

354m² 71m²

TOTAL

425m²

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

80Ø Dropper & spreader

Parapet wall, max. height 3.40m Use 2/90x45 @ 300crs

Lower: Upper:

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

80Ø Dropper & spreader

4° Up

Steel strap roof plane diagonal brace

Roof plan area:

Min. 300mm Heel Height as per Truss Design

Loadbearing wall

Parapet wall, max. height 3.40m Use 2/90x45 @ 300crs 1 D1.2

Refer to truss layout and codes from Gangnail approved truss manufacturer at the time of construction Carters - Ref LSA192

200

Parapet wall, max. height 3.40m Use 2/90x45 @ 300crs

High Framing 1

4 D1.2

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

Engineers Beams

Client:

Beam 1 to eng. design Use 2/240x45 SG8

Proposed Childcare Centre at Henderson Auckland

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Upper Roof Plan Scale: 1:50 @ A1, 1:100@ A3

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

Pipe Sizes & Gradients

R1 Longrun Roofing - Trusses

Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

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

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

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

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

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

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2 (Vented system) All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A6.1

Rev.

8

Ref No

17597

R1

C1 2420 Underside of Battens

Non-contact

NZBC H1 Compliance - Calculation Method

R2

300

R3

FFL: 57.215

C1

C3

W3

W4

Hallway

C3

Storage

C3

F2

Zone: 1 Construction: Non Solid

S1

Play Area 2 Fixed

Opening

Fixed

W1

Deck

2515

S2 6 D2.1

Stairwell

2745 Underside of Rafters

F1

W2

Underside of Beam

W2

3080 Underside of Rafters

3400 Parapet Max. Height

4 D1.2

TDS Specification & Notes Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

R1 R3

W1

Deck

F2 FFL: 54.200

Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

2515 Underside of Beam

Play Area 3

R3.37 R2.57 R2.69 R0.26

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

Vinyl Flooring

300

S1

C1 2605 Underside of Battens

3124 Underside of Rafters

W3

3477 Underside of Rafters

3800

C1

Achieved

R1.45 R0.95 R0.65 R0.26

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Section W-W

R2

Permitted

Roof: Wall: Floor: Glazing: Refer to enclosed calculations

F3

FFL: 54.200

Minimum requirements....

F3

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

Client:

Proposed Childcare Centre at Henderson Auckland

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575 Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227

Section X-X

Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

www.childcaredesign.co.nz 0800 527 337

No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas

R1 Longrun Roofing - Trusses

TheChildcare DRAWING Shop Design

Important Notes:

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

Cross Sections WW & XX Scale: 1:50 @ A1, 1:100@ A3

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A7

Rev.

8

Ref No

17597

4° bend in section

R1

Laundry

Staff Room

W2

3400

W2

2420 Underside of Battens

4 D1.2

F1

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

300

R2

150

FFL: 57.215

Quiet Room Lin.

Access Wc

2720 Underside of Battens

Zone: 1 Construction: Non Solid

Entry

Play Area 2

F2

W1

Minimum requirements....

Permitted

Achieved

Roof: Wall: Floor: Glazing:

R1.45 R0.95 R0.65 R0.26

R3.37 R2.57 R2.69 R0.26

Refer to enclosed calculations

FFL: 54.200

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Section Y-Y

TDS Specification & Notes Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

R1

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

Vinyl Flooring

R3

W1

2570 Underside of Battens

W1

2570 Underside of Battens

NZBC H1 Compliance - Calculation Method

F3

Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656 Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

Quiet Room

F2

Child Wc 1

W4

Quiet Room

Lin.

W1

Client:

Proposed Childcare Centre at Henderson Auckland

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575 Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500

FFL: 54.200

Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227

Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

www.childcaredesign.co.nz 0800 527 337

No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas

R1 Longrun Roofing - Trusses

TheChildcare DRAWING Shop Design

Important Notes:

Section Z-Z

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

Cross Sections YY & ZZ Scale: 1:50 @ A1, 1:100@ A3

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A7.1

Rev.

8

Ref No

17597

4° bend in section

1 D1.2

R1

W2

Office

Non-contact

R2 F1

W2

Laundry Washing machine space

2720 Underside of Battens

Circulation

Reception

Minimum requirements....

Permitted

Achieved

Roof: Wall: Floor: Glazing:

R1.45 R0.95 R0.65 R0.26

R3.37 R2.57 R2.69 R0.26

Refer to enclosed calculations

R2

Play Area 3

F2

Zone: 1 Construction: Non Solid

FFL: 57.215

Stairwell W3

2420 Underside of Battens

NZBC H1 Compliance - Calculation Method

150

Play Area 1 W4

W1

FFL: 54.200

Section V-V TDS Specification & Notes Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Vinyl Flooring Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656 Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

Client:

Proposed Childcare Centre at Henderson Auckland

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575 Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227

TheChildcare DRAWING Shop Design

Important Notes:

www.childcaredesign.co.nz 0800 527 337

No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

R1 Longrun Roofing - Trusses Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

Cross Sections V-V Scale: 1:50 @ A1, 1:100@ A3

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A7.2

Rev.

8

Ref No

17597

Raking ceilings

S1

Raking ceilings

Raking ceilings

S1

C1

C1

2.720m Flat

C3

C3

C2

C3

C3

C2

2.720m Flat

2.720m Flat

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

S1 Raking ceilings

C3

C1

C3

C3 2.720m Flat

C3 2.720m Flat

S2

TDS Specification & Notes NOTE Ceiling lin : in wrapped g to be up in Lightwel to ls

2720m Flat

Carpet Flooring

C1

C3 Raking ceilings

Manufacturer to advise on site of requirements for the fire rated ceilings.

Fire rating to be maintained in penetration locations. Use products and technical advise by Firepro New Zealand

2.720m Flat

S1

Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

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

Vinyl Flooring Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

C2

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

Raking ceiling

Raking ceilings

2.720m Flat

Client:

Proposed Childcare Centre at Henderson Auckland

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575 Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227

C1 2.720m Flat

TheChildcare DRAWING Shop Design

Important Notes:

www.childcaredesign.co.nz 0800 527 337

No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

R1 Longrun Roofing - Trusses Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

Lower Ceiling Plan Scale: 1:50 @ A1, 1:100@ A3

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A8

Rev.

8

Ref No

17597

C1

C1

2.455m Flat

2.455m Flat

C1

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

2.455m Flat

C2 2.455m Flat

C1

C1

C1

2.455m Flat

2.455m Flat

2.455m Flat

TDS Specification & Notes Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

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

Vinyl Flooring Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656 Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

Client:

Proposed Childcare Centre at Henderson Auckland

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575 Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227

TheChildcare DRAWING Shop Design

Important Notes:

www.childcaredesign.co.nz 0800 527 337

No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

R1 Longrun Roofing - Trusses Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber trusses @ 900crs as per manufacturers design

R2 Longrun Roofing - Hyjoist Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on Hyjoist rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R3 Longrun Roofing - Rafters Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 70x45 timber purlins @ 900crs on timber rafters, refer to plan for sizes and spacings. Use Thermakraft Vaporshield 101 vapour barrier to areas of skillion roof

R4 Longrun Roofing - Rafter Purlins Prefinished Longrun roofing (trapezoidal), pitches as per plan on Thermakraft Covertek 407 self supporting building paper on 190x45 timber rafter purlins @ 600crs, refer to plan for sizes and spacings

Fascia & Spouting Prefinished 135mm metal fascia with prefinished 125 boxed gutter and 100Ø prefinished metal downpipes

S1 Soffit Raking 4.5mm Hardiflex soffit lining fixed directly to the underside of the rafters or truss top chords or on 70x35 timber ceiling battens @ 400crs

S2 Soffit 4.5mm Hardiflex soffit lining on 16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

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

Wall Linings 10mm Gibboard internal linings (Aqualine to wet areas) Refer to sheet A9 for fire control requirements

W1 Exterior Walls - Weatherboard Bevel back timber weatherboards on 20mm timber cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W2 Exterior Walls - Linea Oblique Cladding Linea Oblique vertical weatherboards on James Hardie horizontal cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

W3 Exterior Walls - Cedar Shiplap Hermpac cedar shiplap weatherboard cladding on 20mm Cavibat cavity battens on Watergate Plus breather type building paper on timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements. Use nogging @ 400crs for the Cavibat cavity battens under the shiplap

W4 Internal Walls Timber framing, Refer to the table on the floorplan for stud sizes and spacings and to sheets A8/A9 for fire control requirements

C1 Ceiling Linings 1 13mm Standard Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C2 Ceiling Linings 2 13mm Aqualine Gibboard fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8/A9 for fire control requirements

C3 Ceiling Linings 3 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30 and the fire report fixed to Rondo steel ceiling battens @ 600crs. Refer to sheet A8 for fire control requirements

Upper Ceiling Plan Scale: 1:50 @ A1, 1:100@ A3

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

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

Insulation

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

Ceiling - R3.6 Fibreglass batt insulation (R2.2 to Rafters) Walls - R2.6 Fibreglass batt insulation

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

Joinery Powder coated aluminium joinery with double glazing

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

Ground clearances from FFL Permanently paved ground - 150mm Unpaved ground - 225mm

F2 Concrete Raft Slab

Raft slab as per engineers design and details, refer to the design by Wilton Joubert Ltd - reference 80260 on 0.25mm polythene dpm on hardfill as per engineers design & details.

Masonry foundation walls as shown on the foundation plans as per engineers design & details

F3 Timber decks

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

90x35 Selected griptread timber decking on 140x45 joists @ 400crs on 200x1000 (WxD) concrete strip footings as per engineers design & details. Dpc between any concrete and timber

Page No.

A8.1

Rev.

8

Ref No

17597

2

Tap

Tap

External firerated wall 1 as per the fire report, Fire Connect - Ref 2018204 Use GBUW120 - 2/19mm Fyreline to interior Structural stability as per engineers design & Detail 15/SD4 - Wilton Joubert - Ref 80260

2

Rangehood

Tap

Internal firerated walls 2 as per the fire report, Fire Connect - Ref 2018204 Use GBUW30a - 1/16mm Fyreline to each side of the interior walls indicated Structural stability as per engineers design & Details 16/SD4 - Wilton Joubert - Ref 80260

External firerated walls 3 as per the fire report, Fire Connect - Ref 2018204 Use GBUW30a - 1/16mm Fyreline to interior Structural stability as per engineers design & Details 17/SD4 - Wilton Joubert - Ref 80260

Heat detection and smoke detection to be specified by a fire consultant 2

2

VD Tv

Manufacturer to advise on site of requirements for the fire rated ceilings.

120 Minute fire rating to be maintained in penetration locations. Use products and technical advise by Firepro New Zealand

VD Tv

To Upper Floor

Refer to Emergency Lighting Design

by Innerscape, Ref: 18/135 Refer to Ventilation & Heating Design

by Apex Airconditioning Ltd, Dated: 23/10/18 Refer to sheets M001- M400 Monkeytoe mounting system to be used for any Air conditioning units installed on the roof. To be installed strictly as per manufacturers specifications IMPORTANT:

Hwc

1. All power points & switches to be 1300mm min above FFL 2. All heaters to be 1600mm min above FFL 3. Other outlets to be 1300mm in above FFL

VD PH

2

Tap

VD Tv

4. Hot Water Cylinder to be set to 60째 C with a tempering valve set to 40째 C being installed to areas being used by children. ie Toilet areas & Art sink.

5. Install Type 4 Automatic fire alarm system throughout the building. Manual call points and sounders. Smoke and heat detection to be specified by a fire consultant The system shall be designed, installed and comply with the NZBC compliance document F7/AS1 and the Standard NZS 4512 'Fire detection and alarm systems in buildings'. Refer to the Fire Safety Assessment Report.

S

NOTE: Underside of midfloor and stairs to achieve minimum FRR of 30 minutes (as per Fire Connect's report)

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Proposed Alarm Panel Location To be confirmed

by Fire Engineer Proposed Alarm Panel Location

6. Install exit signs on escape routes and final exits.

Exit signs shall comply with F8/AS1. Refer to the Fire Safety Assessment Report.

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

Client:

Proposed Childcare Centre at Henderson Auckland

7. Suggested electrical layout shown, to be confirmed onsite with client.

8. Refer to the surface finishes as per the specification, manufacturing documentation included and minimum requirements as per the fire report

TheChildcare DRAWING Shop Design

TDS Specification & Notes

www.childcaredesign.co.nz 0800 527 337

Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742 Vinyl Flooring

ELECTRICAL LED Ceiling Light Interior Light Fitting External Soffit mounted External Sensor Light Extractor Fan Light Switch Double Power Point Television Outlet Telephone Outlet Voice / Data Outlet Manual Fire Alarm Meter Box Distribution Board Smoke Detectors Ceiling panel heater

Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

S

S

Lower Electrical / Fire Control Plan Scale: 1:50 @ A1, 1:100@ A3

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

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

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

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

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575

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

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

Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500

TV PH

VD FA

Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227 Important Notes: No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Hot Water to be set to 60째 C with a tempering valve set to 40째 C being installed to areas being used by children. ie Wc areas, art sinks & changing areas

SD HT

Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Page No.

A9

Rev.

8

Ref No

17597

PH

Refer to Emergency Lighting Design

by Innerscape, Ref: 18/135 Refer to Ventilation & Heating Design

by Apex Airconditioning Ltd, Dated: 23/10/18 Refer to sheets M001- M400

VD PH

To Lower Floor

2

Monkeytoe mounting system to be used for any Air conditioning units installed on the roof. To be installed strictly as per manufacturers specifications IMPORTANT: 1. All power points & switches to be 1300mm min above FFL 2. All heaters to be 1600mm min above FFL

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

3. Other outlets to be 1300mm in above FFL 4. Hot Water Cylinder to be set to 60째 C with a tempering valve set to 40째 C being installed to areas being used by children. ie Toilet areas & Art sink.

5. Install Type 4 Automatic fire alarm system throughout the building. Manual call points and sounders. Smoke and heat detection to be specified by a fire consultant The system shall be designed, installed and comply with the NZBC compliance document F7/AS1 and the Standard NZS 4512 'Fire detection and alarm systems in buildings'. Refer to the Fire Safety Assessment Report.

6. Install exit signs on escape routes and final exits.

Exit signs shall comply with F8/AS1. Refer to the Fire Safety Assessment Report.

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

Client:

Proposed Childcare Centre at Henderson Auckland

7. Suggested electrical layout shown, to be confirmed onsite with client.

8. Refer to the surface finishes as per the specification, manufacturing documentation included and minimum requirements as per the fire report

TheChildcare DRAWING Shop Design

TDS Specification & Notes

www.childcaredesign.co.nz 0800 527 337

Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

ELECTRICAL LED Ceiling Light Interior Light Fitting External Soffit mounted External Sensor Light Extractor Fan Light Switch Double Power Point Television Outlet Telephone Outlet Voice / Data Outlet Manual Fire Alarm Meter Box Distribution Board Smoke Detectors Ceiling panel heater

Vinyl Flooring Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

Upper Electrical / Fire Control Plan Scale: 1:50 @ A1, 1:100@ A3

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

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

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

S

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

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575

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

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

Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500

TV PH

VD FA

SD HT

Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227 Important Notes: No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Hot Water to be set to 60째 C with a tempering valve set to 40째 C being installed to areas being used by children. ie Wc areas, art sinks & changing areas Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Page No.

A9.1

Rev.

8

Ref No

17597

W14 1

4

5

Tap

Tap

W15

W13 5

7

1

W12 1

4

Tap

5

B D4

D10

D D4.1

W16

5

W11

4 5

7

5

5

1

4

1 H D4.3

D5

4

4

D5

6 Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

1 1

IW1

4

D4

2

N D4.6

D4

1

2

5

W10

E D4.1

4 M D4.6

C D4.1 Hwc

IW1

W9

3

6

IW1

D8

IW2

6

6

D9

4

Tap

W19

4

W1

W18

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

W8

D9

6

01 D4

W7

3

IW3

4

4

4

4

3

Asona Acoustic Pinboard Lining to wall to ceiling height (Suggested locations)

D3 K D4.4

1

F D4.2

5

3

IW1 6

3

A D4

6

D2

L D4.5

IW3 D2

Wall detail references - Refer to page A12 for details Exterior joinery detail references Refer to page A11 & A11.1 for details

D1

Internal door detail references Refer to page A11.2 for details

IW1

Internal glazing detail references Refer to page A11.3 for details

1

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Carpet Flooring

Vinyl Flooring

3

Client:

Proposed Childcare Centre at Henderson Auckland

Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742

6

W3

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

TDS Specification & Notes

D4

IW1

Fitting & internal elevation detail references - Refer to noted page for details

W1 5 1

W2

1

D9

W6

W17

2

IW2

3

Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

Lower Details Key Plan Scale: 1:50 @ A1, 1:100@ A3

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

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

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

W4 W5

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

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575

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

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

Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227 Important Notes: No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

Page No.

A10

Rev.

8

Ref No

17597

W27

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

W26 D7

3

W20

3 3

1

5

D6

D1

J D4.4

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

5

1

D1

D1

5

01 D4

3

1

3

W21

G D4.2

W22

W23

Fitting & internal elevation detail references - Refer to noted page for details

W24

1

Wall detail references - Refer to page A12 for details

W1

Exterior joinery detail references Refer to page A11 & A11.1 for details

D1

Internal door detail references Refer to page A11.2 for details

IW1

Internal glazing detail references Refer to page A11.3 for details

W25

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

Client:

Proposed Childcare Centre at Henderson Auckland

TheChildcare DRAWING Shop Design

TDS Specification & Notes

www.childcaredesign.co.nz 0800 527 337

Carpet Flooring Mohawk Duracolour - Educational Range Premium Flooring www.premium flooring.co.nz - 09-448-2742 Vinyl Flooring Surestep Laguna - Educational Range Forbo Flooring Systems www.forbo.co.nz - 0800-800-656

Upper Details Key Plan Scale: 1:50 @ A1, 1:100@ A3

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

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

Plasterboard Linings Gib Systems www.gib.co.nz - 0800-100-442

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

Acoustic Linings Acoustic Pinboard Covering Asona www.asona.co.nz - 09-525-6575

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

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

Paint Systems Resene Paints NZ www.resene.co.nz - 04-577-0500 Childcare Centre Furniture Grocare NZ www.grocare.co.nz - 0508-476-227 Important Notes: No changes are to be made to the specification or products noted on these drawings without prior written approval of The Drawing Shop

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Hot Water to be set to 60° C with a tempering valve set to 40° C being installed to areas being used by children. ie Wc areas, art sinks & changing areas Refer to attached internal elevations (sheets D4) for wet areas detailing and specifications

A10.1

Page No.

Rev.

8

Ref No

17597

4500 4800 Add manifestations to make glass visible

Add manifestations to make glass visible

910

Add manifestations to make glass visible

Flush sill threshold

Add manifestations to make glass visible

2400

2400 1200

2400

2400

W12 Play Area 2

W13 Play Area 2

1600 1200

W15 Play Area 3

1200

600

=

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

2400 = =

1800

2400

=

Obscure Glass 2000

1400

2000

600 1400

2000

600

W14 Kitchen

1200 600

1200

W6 Play Area 1

W7 Play Area 1

W8 Play Area 1

W10 Child Wc 2

W11 Play Area 2

Flush sill threshold Add manifestations to make glass visible 4800

600

1200

1500 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

500

500 1300

2400

1900

2400 =

=

2400

1900

1800

W18 Play Area 3

W19 Hallway

Flush sill threshold Add manifestations to make glass visible 4500

W3 Quiet Room

3200

W4 Child Wc 1

W5 Quiet Room

1800

=

Obscure Glass

=

3000

600

500

1500

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

Client:

Proposed Childcare Centre at Henderson Auckland

1900 1200

TheChildcare DRAWING Shop Design

2400

=

Add manifestations to make glass visible 2400

3000

=

600

600

1010

www.childcaredesign.co.nz 0800 527 337

=

=

1800

2400

Lower Elevation B

Flush sill threshold

2200

W9 Play Area 1

6000

Lower Elevation A

4500 2000

910

1200

Flush sill threshold

1400

Lower Elevation C

Lower Elevation D

4500 910

W16 Play Area 3

W17 Play Area 3

Flush sill threshold

W1 Entry

W2 Quiet Room

Lower Exterior Joinery Schedule Scale: 1:50 @ A1, 1:100@ A3

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

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

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

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

- All joinery is to be double glazed - All window heights & widths to be measured prior to manufacture - All doors and windows are to be viewed from the outside - Door dimensions shown are actual door sizes - Window configuration and sizes to be confirmed by client - All joinery is to be safety glass - Allow deeper jambs for fire rated gibboard, confirm on site

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision

Use APL Architectural series joinery including flush mounted sliders

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A11

Rev.

8

Ref No

17597

2200 1000

2200

1000

=

1200

=

2400

W26 Staff Room

W27 Stairwell

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

W22 Office

W23 Non-contact

600 Restrictor Stays

2200

600

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

1000

600

W24 Non-contact

1000

Restrictor Stays

2200

600

1200

W25 Laundry

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

Client:

Proposed Childcare Centre at Henderson Auckland

400

TheChildcare DRAWING Shop Design

2200

2200

1200

2400

2200

1700

2200

1700

1200

500

1200

500

2400

www.childcaredesign.co.nz 0800 527 337

1000

Upper Elevation A

Upper Elevation B

Upper Elevation C

Upper Elevation D

2400

W20 Staiwell

Upper Exterior Joinery Schedule Scale: 1:50 @ A1, 1:100@ A3

W21 Office

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

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

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

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

- All joinery is to be double glazed - All window heights & widths to be measured prior to manufacture - All doors and windows are to be viewed from the outside - Door dimensions shown are actual door sizes - Window configuration and sizes to be confirmed by client - All joinery is to be safety glass - Allow deeper jambs for fire rated gibboard, confirm on site

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision

Use APL Architectural series joinery including flush mounted sliders

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A11.1

Page No.

Rev.

8

Ref No

17597

860

860

910

910

860

390

390

D2 - Quiet Rooms

D3 - Accessible Wc

- Aluminium jamb - Easi-open door - Cavi-lock handle - Vision panel - clear safety glass - 300mm high SS kickplate (both sides)

- Aluminium jamb - Lever handle - Keyed lock - Vision panel - clear safety glass

2180 1300

1000 180

190

180

190

300

190

300

180

D1 - Laundry/Office/Staff

2380

1500

CL

1000

1000 190

300

180

CL

1300

CL

CL

1300

CL

2380

2380

2380

2180

1300

1500

CL

1500

390

390

860

D4 - Child Wc

- Timber jamb - Easi-open door - Cavi-lock handle - Vision panel - clear safety glass - 300mm high SS kickplate (both sides) - Signage as shown

- Timber jamb - Lever handle - Privacy latch - 300mm high SS kickplate (both sides) - Signage as shown

D5 - Resource

D6 - Staff Wc

- Aluminium jamb - Lever handle - Keyed lock - Vision panel - clear safety glass

- Aluminium jamb - Lever handle - Privacy Latch

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

860

860

Internal Doors Dimensions 760

390

390

All door dimensions are shown as actual door sizes, excludes jambs

Sample Signage

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

Client:

Proposed Childcare Centre at Henderson Auckland

Staff room Manual fire alarm switch

2380

2380

2180

1500

CL

1500

Fire exit signage as shown on sheet A9 CL

TheChildcare DRAWING Shop Design

Toilet door signs

www.childcaredesign.co.nz 0800 527 337

CL

Interior Doors Schedule Scale: 1:15 @ A1, 1:30@ A3

1000

1300

1300

Accessible toilet signage

180

190

180

Accessible entry doors

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

190

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

Accessible carpark signage

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

D7 - Store

D8 - Cleaner/Store

D9 - Playspaces

- Timber jamb - Lever handle - Keyed Lock

- Aluminium jamb - Lever handle - Keyed Lock

- Aluminium jamb - Lever handle - Vision panel - clear safety glass

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A11.2

Page No.

Rev.

8

Ref No

17597

860

Opening

Fixed

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

1200

300

Fixed

D10 - Kitchen - Metroglass Hinged Glass Door System - 10/12mm Clear safety glass - Aluminium chanels by Metroglass - Metroglass LH-180 HO-SSS hinges - Metroglass MGL-SSS latch to Kitchen side of door - Add manifestations to make glass visible (800mm off FFL to centre)

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

Internal Doors Dimensions All door dimensions are shown as actual door sizes, excludes jambs 600

1300

1500

Sample Signage

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

Client:

Proposed Childcare Centre at Henderson Auckland

Staff room

Fire exit signage as shown on sheet A9

1200

1200

1200

Manual fire alarm switch

TheChildcare DRAWING Shop Design

Toilet door signs

2400

2400

2400

www.childcaredesign.co.nz 0800 527 337 Accessible toilet signage

Interior Glazing Schedule Scale: 1:15 @ A1, 1:30@ A3

Accessible entry doors

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

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

1200

1200

1200

Accessible carpark signage

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision

IW1 - Child Wc's/ Play Area 3 - Aluminium jamb - Clear safety glass

IW2 - Play Area 2

IW3 - Play Area 1/Quiet Space

- Aluminium jamb - Clear safety glass

- Aluminium jamb - Clear safety glass

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A11.3

Page No.

Rev.

8

Ref No

17597

Gib Aqualine PVC coving strip cap with Silicone sealant

1200 AFFL

Asona Acoustic Pinboard Lining to wall up to the ceiling

Asona Acoustic Pinboard Lining to wall up to the ceiling

Gib board

Gib board

Commercial grade direct fixed 2.0mm vinyl to walls

Gib board

Gib board

PVC coving strip cap with Silicone sealant

Commercial grade direct fixed 2.0mm vinyl to walls

Pencil coving

Pencil coving

Commercial grade direct fixed 2.0mm vinyl to floor

Commercial grade direct fixed 2.0mm vinyl to floor

FFL

FFL

1 A10

60x10mm Bevelled edge skirting

60x10mm Bevelled edge skirting

Commercial grade direct fixed carpet

Commercial grade direct fixed carpet

FFL

2 A10

Vinyl / Gibboard (150)

Gib board

Gib board

Gib Aqualine

150 AFFL

Asona Acoustic Pinboard Lining to wall up to the ceiling

Asona Acoustic Pinboard Lining to wall up to the ceiling

FFL

3 A10

Vinyl / Gibboard (1200)

Timber jamb

1200 AFFL Flexible silicone sealant around glass splashback

PVC coving strip cap with Silicone sealant

Gib board

Commercial grade direct fixed 2.0mm vinyl to walls

Pencil coving Commercial grade direct fixed 2.0mm vinyl to floor

FFL

4 A10

Carpet / Gibboard

PVC coving strip cap with Silicone sealant

150 AFFL

Carpet / Acoustic Pinboard

4a A10

Vinyl / Acoustic Pinboard

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Coloured glass splashback

Client:

Aluminium joinery fitted inside a timber jamb

8 A10

1200 High Wall Capping

Proposed Childcare Centre at Henderson Auckland

Optional cabinetry over

1500 AFFL

Clear safety glass

300mm Wide bench, location on wall as per the plans 300

1200 AFFL

Silicon between INvibe aluminium capping & servery

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Coloured glass splashback Aluminium joinery fitted inside a timber jamb

Flexible silicone sealant around glass splashback

900 AFFL

Wall / Floor Details

Gib board Coloured glass splashback (not required for sign-in)

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

Notes

Flexible silicone sealant around glass splashback

Bench tops - Formica Units - Melteca with Pvc edging Gib board

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

900 AFFL

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

Gib board

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

Bench tops - Formica Units - Melteca with Pvc edging

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

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

6 ) Refer to the MasterSpec attached

5 A10

Benches / Splashback

6 A10

Viewing Windows

7 A10

Servery / Sign In

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

A12

Rev.

8

Ref No

17597

Adult Wc

Tub Sink

65Ø

40Ø

100Ø

50Ø Vent

100Ø 1:60

Junior Wc

Junior Wc

Trough

Sink

Trough

Sink

Hand Wash

Sink

65Ø

65Ø

Junior Wc Trough Trough

Sink

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Sink

100Ø Stack

Shower

65Ø

Adult Wc

Cleaner

Hwc

100Ø 65Ø

65Ø

65Ø

40Ø

65Ø

65Ø

65Ø

65Ø

65Ø

65Ø 100Ø

100Ø 100Ø 1:60

To Connection

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

50Ø Vent

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

Client:

Accessible Wc Hand Wash

Junior Wc Hand Wash

Sink

Sink

Proposed Childcare Centre at Henderson Auckland Hand Wash

Sink

Charge Org with basin

TheChildcare DRAWING Shop Design

Org 65Ø

65Ø

65Ø

65Ø

100Ø

65Ø

www.childcaredesign.co.nz 0800 527 337

65Ø

100Ø

Plumbing Schematic Scale: Not to Scale

To Connection

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

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

Pipe Sizes & Gradients Fixtures or pipes

Min. Size

Min. Grade

Sanitary drainage Stormwater drainage

100Ø 100Ø

1:60 1:120

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

100Ø 40Ø 40Ø 40Ø 40Ø 40Ø 65Ø 40Ø

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

Stacks Vents Downpipes Droppers

100Ø 50Ø 80Ø 80Ø

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

All floor wastes must be charged All SS drainage as per AS/NZS 3500.2 (Vented system) All SW drainage as per E1/AS1 Pipe sizes, gradients and suggested layout to be confirmed by a certifying plumber / drainlayer

Page No.

A13

Rev.

8

Ref No

17597

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

Prefinished Longrun roofing (Trapezoidal)

70x45 Timber purlins @ 900crs

Prefinished Longrun roofing (Trapezoidal)

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

Minimum overhang 50

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

Min. 375mm Backspan

Eaves flashing

50mm Min. overhang Eaves flashing

Eaves flashing

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter 4.5mm Hardiflex soffit lining fixed to the underside of the truss top chords

Cladding and cavity as per the cladding details

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter

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

70x45 Timber purlins @ 900crs

Minimum overhang 50

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

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

HyJoists as per roof plan with 140x45 rafters to form the soffit

Cladding and cavity as per the cladding details

Vapour barrier to skillion roof

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

Vapour barrier to skillion roof

Cladding and cavity as per the cladding details

1 A6

2 A6

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

Based on Fig 45a (E2/AS1)

Prefinished Longrun roofing (Trapezoidal) Prefinished Longrun roofing (Trapezoidal)

Minimum overhang 50

Prefinished Longrun roofing (Trapezoidal)

70x45 Timber purlins @ 900crs

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

Minimum overhang 50

70x45 Timber purlins @ 900crs

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

Fire rated sealing strip to roof profile

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

Fire rated sealing strip to roof profile

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

3 A6

Hyjoist Soffit Detail

70x45 Timber purlins @ 900crs

Minimum overhang 50

Eaves flashing Eaves flashing

Eaves flashing

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter

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

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

Solid nogs between the trusses as per the fire report

Cladding and cavity as per the cladding details

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter

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

Vapour barrier to skillion roof

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

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

Cladding and cavity as per the cladding details

Client: Timber rafters as per the plans cut down to form the soffit 4.5mm Hardiflex soffit lining on ceiling battens @ 400crs to suit

Timber facing

Porch lintel as per plans

Solid nogs between the trusses as per the fire report

2/19mm Fyreline gibboard as per GBUW120 detail and the fire report

6 A6

2/19mm Fyreline gibboard as per GBUW120 detail and the fire report

5 A6

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

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

Soffit Detail - Trusses - Fire rated

TheChildcare DRAWING Shop Design

Based on Fig 45a (E2/AS1)

Prefinished Longrun roofing (Trapezoidal) Breather type self supporting building paper pressed over eaves flashing and fascia at eaves Maximum 65Ă˜ stack / vent pipe with venting cap carried through roof

www.childcaredesign.co.nz 0800 527 337

70x45 Timber purlins @ 900crs

Minimum overhang 50

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

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

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

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

50

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

50

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

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

Prefinished Longrun roofing (Trapezoidal)

6 ) Refer to the MasterSpec attached

Prefinished 135mm metal fascia with prefinished metal 125mm boxed gutter

Timber rafters as per the plans cut down to form the soffit over the beams 4.5mm Hardiflex soffit lining on 70x35 timber ceiling battens @ 400crs

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

50

4 A6

Proposed Childcare Centre at Henderson Auckland

90

7 A6

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

8 A6

Portico Soffit Detail 2

90

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Porch lintel as per plans, rebated into the post and fixed with 2/M12 bolts 180x180mm Post

Based on Fig 45a (E2/AS1)

Page No.

D1

Rev.

8

Ref No

17597

Prefinished Longrun roofing (Trapezoidal) Barge flashing over minimum 2 ridges

Breather type self supporting building paper

Cantilevered Purlin

Cantilevered Purlin

Prefinished Longrun roofing (Trapezoidal)

Prefinished Longrun roofing (Trapezoidal)

Breather type self supporting building paper

Barge flashing over min.

2 ridges

Prefinished Longrun roofing (Trapezoidal)

Breather type self supporting building paper

Barge flashing over min.

2 ridges

Breather type self supporting building paper

70x45 Timber purlins @ 900crs

Prefinished 135mm metal Barge Board

70

70x45 Calntilevered Timber purlins @ 900crs

Cladding and cavity as per the cladding details

1 A6

70

70

70

Barge flashing over minimum 2 ridges

Barge Detail - Trusses

Prefinished 135mm metal Barge Board

Prefinished 135mm metal Barge Board

4.5mm Hardiflex soffit lining on 90x45 timber packers

4.5mm Hardiflex soffit lining on 90x45 timber packers

Cladding and cavity as per the cladding details

Cladding and cavity as per the cladding details

HyJoist Rafter @ 900 crs as per plans

Based on Fig 47b (E2/AS1)

Prefinished 135mm metal Barge Board HyJoist Rafter @ 900 crs as per plans

Vapour barrier to skillion roof

2 A6

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

Vapour barrier to skillion roof

2a A6

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

Stopend to longrun roofing Prefinished Longrun roofing (Trapezoidal)

140x45 rafter to form barge

Barge flashing turned down to suit roof profile

Breather type self supporting building paper

200

Prefinished Longrun roofing (Trapezoidal) Fire rated sealing strip to roof profile

90x45 Cantilevered timber purlins on edge @ 900crs

70x45 Timber purlins @ 900crs

Barge flashing over min.

2 ridges

Breather type self supporting building paper

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

70

70

70

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

Prefinished Longrun roofing (Trapezoidal)

Barge flashing over min 2 ridges

Vapour barrier to skillion roof

3 A6

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

Breather type self supporting building paper

Timber rafters as per the plans

Cladding and cavity as per the cladding details

Prefinished 135mm metal Barge board

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

4.5mm Hardiflex soffit lining on 90x45 timber packer Rafter purlins as per roof plan cut down to form barge

Beam as per plans

Barge board 4.5mm Hardiflex soffit lining on underside of the rafters 50x35 Angle flashing Cladding and cavity as per the cladding details

Prefinished 135mm metal Barge Board

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

4.5mm Hardiflex soffit lining on 90x45 timber packers

Client:

Cladding and cavity as per the cladding details

Vapour barrier to skillion roof

HyHoists as per plans

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

4 A6

Vapour barrier to skillion roof 2/19mm Fyreline gibboard as per GBUW120 detail and the fire report

Rafter Purlin Barge Detail 5

Based on Fig 47b (E2/AS1)

A6

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

Prefinished Longrun roofing (Trapezoidal)

90x45 Timber purlins on edge @ 900crs (End span to be max. 600mm)

Breather type self supporting building paper Fire rated sealing strip to roof profile

Barge flashing over minimum 2 ridges

6 A6

Proposed Childcare Centre at Henderson Auckland

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

Prefinished Longrun roofing (Trapezoidal) Breather type self supporting building paper

TheChildcare DRAWING Shop Design

70x45 Timber purlins @ 900crs cantilevered to form soffit

www.childcaredesign.co.nz 0800 527 337

Barge flashing over minimum 2 ridges

Roof Details 70

70

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

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

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

Prefinished 135mm metal barge board

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

Prefinished 135mm metal Barge Board

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

Timber facing

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

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

Timber rafters as per the plans 4.5mm Hardiflex soffit lining on timber ceiling battens @ 400crs to suit

Timber rafters as per the plans Vapour barrier to skillion roof

Cladding and cavity as per the cladding details

8 7 A6

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

6 ) Refer to the MasterSpec attached

Drawing Revision

A6

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

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D1.1

Rev.

8

Ref No

17597

100

Transition flashing (refer to detail A) under the parapet capping 100

Back flashing carried down to the apron flashing below (start above the junction)

100

Prefinished metal capping, Refer to details 5 - sheet D1.2 lapped 100mm over the transition flashing. seal and rivet the flashings together

6 A6

Parapet to Wall Flashings at Face

A A6

Transition Flashing

Timber packer cut to form a 5째 fall on the metal capping

Prefinished metal capping Refer to details 5 - sheet D1.2

Stopend to roofing profile Metal capping continues to form the apron flashing

Flexible flashing tape to seperate the capping & timber

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Prefinished Longrun roofing (trapezoidal) 70

200

Linea Oblique rusticated weatherboards on 20mm horizontal James Hardie cavity battens

50

100

50

Breather type building paper 70x45 Timber purlins @ 900crs

Timber nogging to support flashings

Wall framing

Breather type self supporting building paper laps over wall framing building paper

5

Apron flashing Prefinished metal capping Refer to details 5 - sheet D1.2 Transition capping flashing riveted and sealed to cappings

1

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

A

Apron Flashing to Vertical Linea Oblique Use H3.2 treated timber to all parapet walls

Use H3.2 treated timber to all parapet walls One piece apron flashing / parapet capping

Prefinished metal capping Refer to details 5 - sheet D1.2

Timber packer cut to form a 5째 fall on the metal capping

Prefinished metal capping Refer to details 5 - sheet D1.2

A -

Linea Oblique rusticated weatherboards on 20mm horizontal James Hardie cavity battens Breather type building paper

Linea Oblique rusticated weatherboards on 20mm horizontal James Hardie cavity battens

70x45 Timber purlins @ 900crs

Timber nogging to support flashings

20mm battens (horizontal) with nogging @ 400crs Apron flashing covers 2x roof profiles and continues up and under the capping

Cavity closer

Prefinished Longrun roofing (trapezoidal)

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

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

70x45 Timber purlins @ 900crs

3 A6

Parapet Capping Detail 3 Use H3.2 treated timber to all parapet walls

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

70x45 Timber purlins @ 900crs

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

Breather type self supporting building paper continues behind apron flashing Timber trusses @ 900 crs to manufacturers design

Timber trusses @ 900 crs to manufacturers design

One piece apron flashing / parapet capping

Apron flashing covers 2x roof profiles

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

Breather type self supporting building paper laps over wall framing building paper

Use H3.2 treated timber to all parapet walls

Prefinished Longrun roofing (trapezoidal)

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

Breather type building paper

Timber trusses @ 900 crs to manufacturers design

Parapet Capping Detail 2

www.childcaredesign.co.nz 0800 527 337 Additional building paper taped over flashing

Breather type self supporting building paper laps over wall framing building paper

2 A6

TheChildcare DRAWING Shop Design

Over 400mm

Breather type building paper

75

Timber nogging to support flashings

Breather type building paper

Vertical Linea Oblique weatherboards on 20mm battens (horizontal) Max. 400mm

70 70

Max. 200mm

Prefinished Longrun roofing (trapezoidal)

Vertical Linea Oblique weatherboards on 20mm battens (horizontal)

A -

Flexible flashing tape to seperate the capping & timber Metal capping covers 2x roof profiles and continues up to form the apron flashing

Timber nogging to support flashings

35

Timber packer cut to form a 5째 fall on the metal capping

70

Prefinished metal capping Refer to details 5 - sheet D1.2

Timber packer cut to form a 5째 fall on the metal capping

Flexible flashing tape to seperate the capping & timber

Client:

Proposed Childcare Centre at Henderson Auckland

Flexible flashing tape to seperate the capping & timber

70

A6

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

Parapet Capping Details

Custom flashing to the end of the Vertiline

A6.1

Parapet Capping Detail 1

A6.1

Breather type building paper Linea Oblique weatherboards on 20mm battens (horizontal)

70

Timber trusses @ 900 crs to manufacturers design

4 A6

Parapet Capping Detail 4 Use H3.2 treated timber to all parapet walls

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Two piece apron flashing / parapet capping

Page No.

D1.2

Rev.

8

Ref No

17597

70

Prefinished Longrun roofing (trapezoidal)

Fire rated sealing strip to roof profile

70

200

Timber packer cut to form a 5° fall on the metal capping

Flexible flashing tape to seperate the capping & timber

Metal capping covers 2x roof profiles and continues up to form the apron flashing 4° 0.55g Prefinished Longrun roofing (trapezoidal)

Fire rated sealing strip to roof profile

A -

Vertical Shiplap weatherboards Breather type building paper

Vertical Shiplap weatherboards on 20mm cavity battens

Timber nogging to support flashings

70x45 Timber purlins @ 900crs

20mm battens (horizontal) with nogging @ 400crs

70x45 Timber purlins @ 900crs Breather type self supporting building paper laps over wall framing building paper

Breather type building paper Timber nogging to support flashings

Max. 400mm

Flexible flashing tape to seperate the capping & timber

Prefinished metal capping Refer to details 4 - sheet D1.3

70

Metal capping continues to form the apron flashing

Flexible flashing tape to seperate the capping & timber

Timber packer cut to form a 5° fall on the metal capping

70

Stopend to roofing profile

Prefinished metal capping Refer to details 4 - sheet D1.3

Max. 200mm

Timber packer cut to form a 5° fall on the metal capping

Prefinished metal capping Refer to details 5 - sheet D1.2

Apron flashing covers 2x roof profiles and continues up and under the capping

Vertical Shiplap weatherboards on 20mm cavity battens

4° 0.55g Prefinished Longrun roofing (trapezoidal)

Breather type building paper Timber nogging to support flashings

70x45 Timber purlins @ 900crs Breather type self supporting building paper laps over wall framing building paper

Breather type self supporting building paper laps over wall framing building paper

HyJoists @ 900 crs to manufacturers design as per plans

1 A6

2

Parapet Capping Detail 1

A6

Use H3.2 treated timber to all parapet walls One piece apron flashing / parapet capping

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Parapet Capping Detail 1 Use H3.2 treated timber to all parapet walls One piece apron flashing / parapet capping

3 A6

Parapet Capping Detail 2 Use H3.2 treated timber to all parapet walls Two piece apron flashing / parapet capping

Cladding, cavity and cavity closer as per the cladding details Support nogging timber to flashing

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

Cladding, cavity and cavity closer as per the cladding details

Apron flashing turned down to suit roof profile Apron flashing over a minimum of 2 ridges

Prefinished Longrun roofing (Trapezoidal)

Building paper carried up face of framing behind apron flashing

70x45 Timber purlins @ 900crs

200

Breather type building paper over purlins

50mm clearance between wall cladding & flashing

Prefinished Longrun roofing (Trapezoidal)

Parallel Apron flashing over the transverse apron flashing (over a min. of 2 ridges)

Hem to flashing edge 75

Hem to flashing edge 75

70x45 Timber purlins @ 900crs

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

Support nogging timber to flashing

Building paper carried up face of framing behind apron flashing

Client:

Proposed Childcare Centre at Henderson Auckland

50mm clearance between wall cladding & flashing

Stopend to longrun roofing

Breather type building paper over purlins

Horizontal battens

Roof structure Vertical Linea Oblique Weatherboard

Roof structure

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Roof Details 4 A6

Apron Flashing Detail (Transverse) Based on Fig 44b (E2/AS1)

5 A6

Apron Flashing Detail (Parallel)

Transverse apron flashing with kickout. Seal both sides of the stopend as it penetrates the weatherboards

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

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

Based on Fig 48b (E2/AS1)

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

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

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

Longrun roofing installed as per manufacturers instructions

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

6 ) Refer to the MasterSpec attached

Roof Structure

Drawing Revision 1 2 3 4 5 6 7 8

6 A3

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Apron / Barge / Wall Junction Detail 1

Page No.

D1.3

Rev.

8

Ref No

17597

Turn down to suit roof profile Prefinished Longrun roofing (Trapezoidal)

Stopend to longrun roofing Breather type self supporting building paper

Hem to top edge of flashing

Ridge flashing, purpose made to match roof pitches 6°

250

10

3°

200

10°

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise

Vapour barrier to skillion roof Timber rafters as per the plans

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

Client:

1 A6

Proposed Childcare Centre at Henderson Auckland

Fixed Skylight Detail Detail

4 A6 Roll top ridge flashing, purpose made to match roof pitch 70x45 Timber purlins @ 900crs

Change of Pitch Detail

TheChildcare DRAWING Shop Design

Based on Fig 44a (E2/AS1)

www.childcaredesign.co.nz 0800 527 337

Stopend to longrun roofing

200

Screw fixings

Prefinished Longrun roofing (Trapezoidal)

Turn down to suit roof profile

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

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

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

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

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

Breather type self supporting building paper

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

6 ) Refer to the MasterSpec attached

Timber trusses @ 900crs as per manufacturers design

Drawing Revision

3 A6

Ridge / Hip Detail Based on Fig 46b (E2/AS1)

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D1.4

Rev.

8

Ref No

17597

Windows in Bevel Back Weatherboard (On cavity) NOTE: (1) Window profile to be selected to achieve cover shown in details.

(2) Architraves are shown for consistency only, detail may be used with rebated liner.

(3) Sill support bar required conforming with EM6 and Paragraph 9.1.10.5, refer Figure 72B. (4) Refer figure 71 (c) for sealant at head for very high and extra high wind zones.

Bevel back weatherboards 20mm Timber cavity battens over breather type building paper.

Lintel as per plans

Additional building paper from overlap above lapped over flashing

Breather type building paper Timber framing

Bevel back weatherboards, block behind as necessary for support 35mm Vented weatherboard closer positioned to give 15mm min drip edge to cladding

15 min

Building paper dressed into opening with flexible flashing tape installed over wrap to corners at head

35mm Min flashing cover

Gap

10mm Min. cover to joinery

PEF backing rod Air seal

1

20mm Timber cavity battens

50x50mm External corner flashing

Head flashing min. 15° slope

A3

Optional timber beading

20mm Timber cavity battens

Bevel back weatherboards

5mm

Temporary packers if required are to be removed after fixing

Hardiflex soffit lining

Stopends to headflashing to finish at back of cladding

Breather type building paper

Mitre joint to bevel backed weatherboards with corner soakers

4

Window Head Detail

A3

Scale 1:2.5 @ A1, 1:5 @ A3

7

External Corner Detail

A3

Scale 1:2.5 @ A1, 1:5 @ A3

Based on Fig 85a (E2/AS1)

Weatherboard Soffit Detail Based on Fig 8A (f) (E2/AS1)

Based on Fig 78d (E2/AS1)

Timber framing as per floor plan

8

Air seal Frame block Sill support bar Timber packers

Breather type building wrap

8mm Min. joinery cover

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Timber framing Horizontal batten under window as necessary to suit profile Bevel back weatherboards

Bevel back timber weatherboards over 20mm timber cavity battens

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

Timber plate

Timber scribers

Vertical Shiplap on 20mm cavity

20mm Timber cavity battens

20mm Timber cavity battens over breather type building paper.

Window Sill Detail

Edges to be sealed before fixing

50x50mm Internal corner flashing

Building paper and flexible flashing tape

2 A3

Backing rod & sealant

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

Back flashing

Breather type building paper

Backing rod & sealant

Scribed and notched corner to bevel backed weatherboards

Scale 1:2.5 @ A1, 1:5 @ A3

Bevel back Weatherboard to Vertical Shiplap Vertical Junction Detail

8

Based on Fig 85b (E2/AS1)

A3 Bevel back weatherboards

Client:

Proposed Childcare Centre at Henderson Auckland

Scale 1:2.5 @ A1 & 1:5 @ A3 5 A3

Internal Corner Detail Scale 1:2.5 @ A1, 1:5 @ A3 Timber fillet backing to suit, fixed over sealant to weatherboards

Based on Fig 79c (E2/AS1) Building wrap

Building paper dressed into opening with flexible flashing tape installed over building paper

Flange to protect sealant from sunlight

20mm cavity batten Timber packer

PEF bacing rod 20mm Timber cavity battens

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

Breather type building paper Bevel back weatherboards

20mm Timber cavity battens

Bottom plate

50mm

Timber scriber sealed to weatherboards

A3

Line of head flashing over

35mm Vented weatherboard closer 20mm nominal cavity

Window Jamb Detail Scale 1:2.5 @ A1, 1:5 @ A3 Based on Fig 85c (E2/AS1)

Ground level Concrete slab / footing

6 A5

Concrete Base Detail Scale 1:2.5 @ A1, 1:5 @ A3

150mm min to permanent paving or 225mm min to unpaved ground to clause 9.1.3 of E2/AS1

Bevel back weatherboards

DPC between timber and concrete

3

Cladding Details

Sealant with backing rod

M12 Hold down bolts

10mm min. joinery cover

www.childcaredesign.co.nz 0800 527 337

Air seal all around

Packers

20mm min extension

TheChildcare DRAWING Shop Design

Flexible flashing tape adhering aroud and onto wall uderlay(100mm lap to underlay and 25 mm to pipe)

Air seal

Notes

Where possible, provide outwards fall to pipework for water run-off

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

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

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

Air seal all around

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

Solid blocking around pipe penetration

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

Pipe with 5° slope

6 ) Refer to the MasterSpec attached

20mm Timber cavity battens

Bevel back weatherboard Building wrap

9 A3

Weatherboard Pipe Penetration

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Based on Fig 65 (E2/AS1)

Page No.

D2

Rev.

8

Ref No

17597

Windows in Linea Oblique Weatherboard (On cavity) NOTE: 1. When James Hardie rigid air barriers are used flashing tape to be applied to the entire window opening.

2. Sealant must be installed between head flashing and window flange in VH and EH wind zones and SED projects.

3. Alternatively, the head flashings can be formed with stop ends as per E2/AS1

Linea® Oblique Weatherboard Selected coating Flexible sealant

Breather type building paper Timber framing

Proprietary tape or alternatively additional layer breather type building paper over head flashing

Horizontal cavity batten

Flashing tape over building underlay required in corners only 15 min

Lintel as per plans 35mm Min flashing cover

Gap

James Hardie uPVC vent strip

Air seal

10mm Min. cover to joinery Head flashing min. 15° slope

PEF backing rod

Window frame (refer to window manufacturer for method of support and fixing)

1 A3

3-4mm gap

Seal site cut edges prior to installation

For fixing over Breather type building paper refer to fixing table 3 Inseal tape Linea® Oblique Weatherboard fixed vertically

Flexible flashing tape

Selected coating

SHS post as per eng design Packer

20mm Timber cavity battens 50

Cut the long edges of Linea® Oblique Weatherboard to butt into the aluminium external box corner with flexible sealant

PEF bacing rod Air seal

Breather type building paper

Maximum 2mm gap typical

4 A3

Window Head Detail Scale 1:2.5 @ A1, 1:5 @ A3

7 A3

External Corner Detail Scale 1:2.5 @ A1, 1:5 @ A3

10 A3

Weatherboard Soffit Detail Based on Fig 4 - Linea Weatherboard vertical installation technical manual November 2015

Based on Fig 9 - Linea Weatherboard vertical installation technical manual November 2015

Window Jambs Detail Scale 1:2.5 @ A1, 1:5 @ A3

Replace building wrap with RAB board in fire rated areas, as required NOTE: 1.Flashing materials must be selected based on environmental exposure, refer to NZS 3604 and Table 20 of NZBC clause E2/AS1.

2.Flexible underlay must comply with acceptable solution E2/AS1.

3.Flashing tape must have proven compatibility with the selected flexible underlay / James Hardie rigid air barrier and other materials with which it comes into contact.

20mm Particle board floor Breather type building paper

Fix internal corner over with 40mm nails at 400mm centres both sides

Window support supplied by window manufacturer 30mm

Timber packers

Maximum 2mm gap typical, seal edges before fixing

Horizontal cavity battens over breather type building paper.

Second layer of wall underlay or flexible flashing tape over flashing upstand

Aluminium Internal Corner mould

Linea® Oblique Weatherboard fixed vertically, seal edges before fixing

Breather type building paper

Selected finish

Horizontal cavity battens

20mm

Cavity closer

Linea® Oblique Weatherboard

4.5mm Hardiflex soffit lining on 1/16mm Fyreline Gibboard installed as per Gibboard detail GBUC30a on 70x35 timber ceiling battens @ 400crs

Selected coating

5 A3 2 A3

For fixing over the building paper refer to fixing table 3

Solid timber perimeter joist 30mm

Edge of cladding and vertical section under window flange to be sealed before window is installed.

Horizontal batten under window as necessary to suit profile

Selected coating

For fixing over the building paper refer to fixing table 3

Window frame (refer to window manufacturer for method of support and fixing)

For fixing over James Hardie rigid air barrier or Flexible underlay refer to fixing table 3

Linea® Oblique Weatherboard fixed vertically

Timber framing

Refer to the manufacturer or supplier for technical information for these materials.

10mm Min. joinery cover

Line of head flashing over

Optional timber beading

For fixing over the building paper refer to fixing table 3

Based on Fig 11 - Linea Weatherboard vertical installation technical manual November 2015

Air seal

Min. 10

Powdercoated flashing to match joinery

Oblique Aluminium External Box Corner

5mm

Temporary packers if required are to be removed after fixing

Min. 10

Hardiflex soffit lining

15mm

James Hardie Horizontal Cavity Batten

Site cut edge to be sealed

Linea® Oblique Weatherboard

50

Breather type building paper continuous around corner

Window Sill Detail

Internal Corner Detail Scale 1:2.5 @ A1, 1:5 @ A3

Based on Fig 8 - Linea Weatherboard vertical installation technical manual November 2015

Scale 1:2.5 @ A1, 1:5 @ A3

6 A3

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Childcare Centre at Henderson Auckland

Vertical Linea Oblique Weatherboard Base detail at Midfloor with Soffit Scale 1:2.5 @ A1, 1:5 @ A3

Based on Fig 10 - Linea Weatherboard vertical installation technical manual November 2015

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

Linea® Oblique Weatherboard fixed vertically

James Hardie Horizontal Cavity Batten

Selected coating

Selected interior lining

Continuous protective sealant

Cut the long edges to square finish edge of Linea® Oblique Weatherboard fixed vertically

Cladding Details

Breather type building paper

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

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

Waterproof airseal over PEF rod

20mm

Horizontal Cavity Batten Linea® Oblique Weatherboard fixed vertically Back flashing

Horizontal Cavity Batten Linea® Oblique Weatherboard fixed vertically 75x75mm Back flashing

Timber scriber

Timber scriber

Window liner

Backing rod & sealant

Backing rod & sealant

Flashing tape 100mm upstand on jamb

Vertical Shiplap Weatherboards

Bevel back Weatherboards

20mm Cavibat battens

20mm Timber cavity battens

10mm min 7.5mm gap nominal Foam bond breaker Window frame (refer to window manufacturer for method of support and fixing)

NOTE: When James Hardie rigid air barriers are used flashing tape to be applied to the entire window opening NOTE: All site cut edges to be sealed

Breather type building paper continuous around corner

For fixing over the building paper refer to fixing table 3

Line of head flashing over

3 A3

Window Jamb Detail Scale 1:2.5 @ A1, 1:5 @ A3

8 A3.1

Internal Corner Detail Scale 1:2.5 @ A1, 1:5 @ A3

Breather type building paper continuous around corner

9 A3.1

Internal Corner Detail

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Scale 1:2.5 @ A1, 1:5 @ A3

Based on Fig 12 - Linea Weatherboard vertical installation technical manual November 2015

Page No.

D2.1

Rev.

8

Ref No

17597

Head Flashing Turned up to form Stop End

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

- Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation requirements between CCA treated battens and metal flashings.

Weatherboards beyond the point where BRANZ bulletin 411 compliant Weatherboard lap or rebate combinations terminate at the corner junction.

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

- Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation requirements between CCA treated battens and metal flashings.

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

- Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation requirements between CCA treated battens and metal flashings.

Internal lining Continuous bead of flexible adhesive/sealant between profiles

Building underlay Selected Herman Pacific Vertical Shiplap Weatherboard

75 x 75mm Hermpac aluminium corner flashing with unhemmed edges as per NZBC E2/AS1

Timber framing Flexible flashing tape lapped over flashing Cavity closure strip set 15mm above drip edge to cladding Vertibat or Cavibat Cavity Battens

Timber nogging as Required

Head flashing stop end

Building underlay continuous around corner

Soffit Lining

Selected Herman Pacific Vertical Shiplap Weatherboard

.

35mm min. cover to Head flashing

HP32, HP33 or HP7 Eaves Moulding

Vertibat or Cavibat Cavity Batten

.

Vertibat or Cavibat Cavity Battens

10mm min. cover to joinery

.

5mm min. gap

Timber framing

.

7mm min.

Aluminium head flashing with minimum 15 degree fall and optional hemmed edges as per Table 7 E2/AS1 Sealant between head flashing and joinery flange in very high wind zone and above Selected aluminium window joinery Continuous sealant over PEF rod

Window Head Detail Not to scale

Notes: Cavity Fix smaller Verticalthan Shiplap - All nail fixings pre-drilled minimum 1mm diameter the Weatherboard System HC-SHIP-200 nail gauge.

Based onandFig HC-SHIP-200, Herman Pacific DRAWING - All Herman Pacific timber products to be precoated &Head cut endsDetail, edgesAluminium Window and all fresh cut surfaces double coated and sealed before fixing.

Vertical Shiplap Weatherboards - Oct 2017 - All materials and fixtures are to complyJoinery with E2/AS1 Clause 2.2 www.hermpac.co.nz 1 : 2 @ A4 16/10/2017 - For non-hemmed corner flashings, SCALE ISSUED DATE SUBJECT TO CHANGE WITHOUT NOTICE ensure a minimum 75mm cover to BRANZ Appraised Weatherboards beyond the point where BRANZ bulletin 411 compliant Weatherboard lap or rebate combinations terminate at the corner junction.

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

- Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation requirements between CCA treated battens and metal flashings.

Appraisal No.650 [2014]

Selected Herman Pacific Vertical Shiplap Weatherboard Building underlay Internal lining

4 A3 1 A3

Timber framing

Internal lining

External Corner Detail Not to scale

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

Based on Fig HC-SHIP-403, Herman Pacific NOTE: - All Herman Pacific timber products to be precoated & cut ends and edges Vertical Shiplap Weatherboards and all fresh cut surfaces double coated and sealed before Forfixing.

Detailed Installation- Oct and 2017 Fixing Information of - All materials and fixtures are to comply with E2/AS1 Clause 2.2 Corner Mouldings Email technical@hermpac.co.nz - For non-hemmed corner flashings, ensure a minimum 75mm cover to Weatherboards beyond the point where BRANZ bulletin 411 compliant Cavity Fix Vertical Shiplap Weatherboard System Weatherboard lap or rebate combinations terminate at the corner junction.

HC-SHIP-403 In Extra High Wind Zone and above, the 75mm cover requirement remains DRAWING Corner and hemmed edges must also beExternal used.

- Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation www.hermpac.co.nz 1 : 2 @ A4 16/10/2017 requirements between CCA treated battens and metal flashings.

SUBJECT TO CHANGE WITHOUT NOTICE

SCALE

BRANZ Appraised

7

Shiplap Soffit Detail

Cavity Fix Vertical Shiplap Weatherboard System Notes: HC-SHIP-601 - All nail fixings pre-drilled minimum 1mm diameter smaller than the DRAWING nail gauge.

Soffit Detail, Overhang - All Herman Pacific timber products to be precoated & cut ends andFig edges Based on HC-SHIP-601, Herman Pacific www.hermpac.co.nz and all fresh cut surfaces double coated and sealed before fixing.

1 : 2 @ A4 16/10/2017 - All materials SUBJECT and fixtures are toWITHOUT comply NOTICE with E2/AS1 Clause 2.2Shiplap Weatherboards Vertical - Oct 2017 SCALE ISSUED DATE TO CHANGE BRANZ Appraised - For non-hemmed corner flashings, ensure a minimum 75mm cover to Weatherboards beyond the point where BRANZ bulletin 411 compliant Weatherboard lap or rebate combinations terminate at the corner junction.

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

- Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation requirements between CCA treated battens and metal flashings.

A3

Appraisal No.650 [2014]

ISSUED DATE

Appraisal No.650 [2014]

Internal lining Timber framing Flexible flashing tape Building underlay continuous around corner

Building underlay

Vertibat or Cavibat Cavity Batten

Solid blocking around penetration with min.

75mm overlap to underlay

Continuous sealant over PEF rod

Vertibat or Cavibat Cavity Battens

Timber framing Timber packer 100 x 100mm Hermpac aluminium corner flashing with unhemmed edges as per NZBC E2/AS1

Selected aluminium window joinery

.

8mm min. cover to cladding

Flange plate over pipe, sealed around pipe and top half of flange. Refer to Figure 68 E2/AS1

Selected Herman Pacific Vertical Shiplap Weatherboard

.

7mm min.

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

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

Continuous sealant over PEF rod Continuous air seal around pipe

Provide window support as required by joinery manufacturer Selected Herman Pacific Vertical Shiplap Weatherboard

.

Vertibat or Cavibat Cavity Battens Timber nogging as Required

Internal lining

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

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

- All materials and fixtures are to comply with E2/AS1 Clause 2.2 - For non-hemmed corner flashings, ensure a minimum 75mm cover to Fix Vertical Shiplap System tobulletin scale Weatherboards beyond the pointCavity whereNot BRANZ 411 Weatherboard compliant HC-SHIP-201 Weatherboard lap or rebate combinations terminate at the corner junction.

DRAWING Window Sill Detail, Aluminium In Extra High Wind Zone and above, the 75mm cover requirement remains and hemmed edges must also beJoinery used. Based on Fig HC-SHIP-201, Herman Pacific www.hermpac.co.nz 1 : 2 @ A4 - Refer to NZBC Acceptable Solution E2/AS1 Table 21 for the separation Vertical Shiplap Weatherboards Oct 2017 16/10/2017 SCALE ISSUED DATE SUBJECT TO CHANGE between WITHOUT NOTICE requirements CCA treated battens and metal flashings.

BRANZ Appraised

2 A3

Window Sill Detail

Flexible flashing tape folded around pipe and over building underlay Selected Herman Pacific Vertical Shiplap Weatherboard

5 A3

Building underlay

Pipe penetration sloping to the outside

75mm min. cover to underlay all around

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

Internal lining

Internal Corner Detail

Building underlay

Client:

Proposed Childcare Centre at Henderson Auckland

Not to scale

Notes: Based on Fig HC-SHIP-301, Herman Pacific - All nail fixings pre-drilled minimum 1mm diameter smaller than the Vertical Shiplap Weatherboards - Oct 2017 NOTE: nail gauge.

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

Mouldings Email technical@hermpac.co.nz - All materials and fixtures are to comply with E2/AS1 Clause Corner 2.2 - For non-hemmed corner flashings, ensure a minimum 75mm cover to Cavity Fixbulletin Vertical Shiplap Weatherboard System Weatherboards beyond the point where BRANZ 411 compliant HC-SHIP-301 Weatherboard lap or rebate combinations terminate at the corner junction.

DRAWING In Extra High Wind Zone and above, the 75mm cover requirement remains Internal Corner Edge to Edge and hemmed edges must also be used.

- Refer towww.hermpac.co.nz NZBC Acceptable Solution E2/AS1 Table 21 for the separation 1 : 2 @ A4 16/10/2017 requirements between CCANOTICE treated battens and metal flashings.

SCALE ISSUED DATE SUBJECT TO CHANGE WITHOUT BRANZ Appraised

8 A3

Shiplap Penetration Detail Cavity Fix Vertical Shiplap Weatherboard System

Based on Fig HC-SHIP-801, Herman HC-SHIP-801 Pacific DRAWING PipeVertical Penetration Detail Shiplap Weatherboards - Oct 2014

Appraisal No.650 [2014]

www.hermpac.co.nz

1 : 2 @ A4

SUBJECT TO CHANGE WITHOUT NOTICE

BRANZ Appraised

SCALE

16/10/2017 ISSUED DATE

Appraisal No.650 [2014]

Appraisal No.650 [2014]

TheChildcare DRAWING Shop Design Internal lining

Internal lining

Timber framing

Selected Herman Pacific Vertical Shiplap Weatherboard

Continuous sealant over PEF rod

Concrete Slab

7mm min

Timber framing

www.childcaredesign.co.nz 0800 527 337

Cladding Details

Timber framing

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

DPC Building underlay

Timber packer Flexible flashing tape continuous along sill, 100mm min. up each jamb and 50mm onto face of underlay HP11 - HP18 Scriber cut to suit as required. Option of no scriber providing that the weatherboard is hard against the back of the joinery flange and sealed Line of head flashing over Vertibat or Cavibat Cavity Batten

Vertibat or Cavibat Cavity Battens Cavity closure strip

75x75mm Back flashing

Notes

20mm Timber cavity battens

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

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

.

50mm min. below floor level

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

Weatherboards

.

15mm min. drip edge

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

Timber scriber 100mm min. to permanent paving or 175 min. to unpaved ground as per Clause 9.1.3 of E2/AS1

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

Backing rod & sealant

.

Continuous strip of Sealant Compressible bond breaker foam seal 20mm 10mm min. head min. flashing cover to extension cladding

A5

Not to scale

Concrete Base Detail Cavity Fix Vertical Shiplap Weatherboard System

of Wall, Concrete NotBase to scale

www.hermpac.co.nz SUBJECT TO CHANGE WITHOUT NOTICE

Based on Fig HC-SHIP-202, Herman Pacific Vertical Shiplap Weatherboards - Oct 2017 HC-SHIP-202 DRAWING Window Jamb Detail, Aluminium Joinery 1 : 2 @ A4 16/10/2017 Cavity Fix Vertical Shiplap Weatherboard System

www.hermpac.co.nz SUBJECT TO CHANGE WITHOUT NOTICE

BRANZ Appraised Appraisal No.650 [2014]

SCALE

ISSUED DATE

1 2 3 4 5 6 7 8

20mm cavibats

6

Window Jamb Detail

Drawing Revision

Vertical Shiplap cedar weatherboards

Finished Ground Level

Selected Herman Pacific Vertical Shiplap Weatherboard Building underlay

3 A3

6 ) Refer to the MasterSpec attached

Selected aluminium window joinery

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

HC-SHIP-500 DRAWING

1 : 2 @ A4 SCALE

Based on Fig HC-SHIP-500, Herman Pacific Vertical Shiplap Weatherboards - Oct 2017 BRANZ Appraised

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

16/10/2017 ISSUED DATE

Appraisal No.650 [2014]

9 A3

Weatherboard to Shiplap Internal Corner Detail Scale 1:2.5 @ A1, 1:5 @ A3

Page No.

D2.2

Rev.

8

Ref No

17597

APL Architectural series flush mounted sliders

Dpc between H3 packers & concrete

Coat decking with Resene "Non-Skid Deck & path" to comply with slip resistance

Air seal & PF rod

12

Flooring

90x35 Griptread decking level with FFL

100mm Max. H4 140x45 Timber joists @ 400crs 190x45 Timber nogging in between every 3rd joist at location of M12 bolts @ 1200crs

WANZ Support Bar Slab & foundation as per engineers design & detailing Keep 12mm between decking and the joinery



  Dpc between all timber and concrete 200 Wide concrete strip footing 900mm into the ground as per engineers design & details

PIPE SIZES The cold water line to the water heater should be the same size or bigger than the hot water line from the water heater. For best results, choose the most suitable pipe size for each individual application.

COLD WATER EXPANSION VALVE A cold water expansion valve must be fitted to the cold water line to the water heater.

TEMPERATURE AND PRESSURE RELIEF VALVE When fitting the temperature and pressure relief valve, ensure the probe has not been bent.

Seal the thread with PTFE tape, or similar, as recommended by the valve manufacturer and 1 screw the valve into the off-centre socket.

Do not use a wrench on the valve body – use the Rebated Door Sill & Deck Detail A5 provided. Drain the TPR valve with a pipe the same size as the valve outlet. The spanner flats Scale: 1:2.5@A1, 1:5@A3 drain must run downwards to a visible point outside the house, preferably over a gully trap.

In locations where the pipe exceeds 3 metres unbroken length, or freezing could occur, an air break must be provided within 300 mm of the TPR valve.

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Additional center strap for hot water cylinders over 200 litres

Warning: The drain line from the TPR valve must be in copper. A Rheem mains pressure water heater must not be installed and operated without a suitable (valve that complies with AS 1357.1) temperature and pressure relief valve. Under no circumstances block the outlet of this valve or its drain pipe.

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

DIAGRAM 2: 100mm Max.

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

Client:

180

90

90

Proposed Childcare Centre at Henderson Auckland PLVL 250 Beam Prolam PLP 200 Post, rebated to seat beam

90

TheChildcare DRAWING Shop Design

90

www.childcaredesign.co.nz 0800 527 337

50

Hot water cylinder, 90-360 litres

50

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

2/M12 Bolts

Notes

240

Light timber framed wall as per NZS 3604

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

50

15mm

70x45mm vertical blocking full height of HWC fixed to wall framing with 90x3.75mm nails @ 600crs max.

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

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

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

Allproof HWC Tray Tundish - connect to Sanitary drain (Refer Foundation or Midfloor Plan

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

Approved Cylinder Tray

6 ) Refer to the MasterSpec attached

25x1mm Galvanised steel straps tensioned when fixed in place and fixed to wall framing with 1x 8mm coach screw with a 30x2mm washer

2 A2

Post to Beam 1 Scale 1:5 @ A1

Mains Pressure HWC - 180L Polybutylene Pipes

-5-

3 A2

HWC Seismic Restraint - Corner

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Based on Fig 14 (NZBC Section G12/AS1)

Page No.

D3

Rev.

8

Ref No

17597

Min. 310mm 20

Max. 180mm

Handrail

Up

Min. 900mm

300

300

Stair tread nosing Carpet 45x45mm Battens

300

20mm Nosing

300 900

Return overhang around corner as required

Handrail

240x45 Stringers

Packers for the carpet

900

Top of stairs

18mm MDF treads & risers housed 12mm into stringers Bottom of stairs

1/16mm Fyreline as per Gibboard detail GBUC30 1 A2

2 A2

Landing Detail Scale: 1:20 @ A1, 1:40 @ A3

Handrail Extensions

2a A2

3 A2

Handrail Extensions

Scale: 1:20 @ A1, 1:40 @ A3

Scale: 1:20 @ A1, 1:40 @ A3

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Stair Nosing Detail

45

32-50mm Handrail To Comply With NZBC

90

900 from nosing

Min.

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

Banister Bracket

4 A2

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

Interior Handrail Detail Scale 1:5 @ A1

Client:

Proposed Childcare Centre at Henderson Auckland Bevel back timber weatherboards

20mm Cavibat battens (horizontal)

Breather type building wrap Breather type building paper 20mm Timber cavity battens

19mm Vertiline Shiplap cedar weatherboards

Cavity base closer

Dpc between any timber and concrete

Threshold drain cast in and installed as per manufacturers design & details

Dpc between any timber and concrete

120

120x150 (WxH) concrete nib as per eng. design & details Concrete path / patio with 1:100 fall away from the building

Details

50

Ardex WPM 300 waterproofing to entire nib

Ardex WPM 300 waterproofing to entire nib Dpc between any timber and concrete

120

100

12 Min.

100

Flooring

150

APL Architectural series aluminium joinery

Air seal & PF rod

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

M12 cast in bolts 50

M12 cast in bolts

150

Dpc between H3 packers & concrete

Cavity closer

120x150 (WxH) concrete nib as per eng. design & details

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

Concrete path / patio with 1:100 fall away from the building

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

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

200 Min.

Ardex WPM waterproofing

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

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

200 Min.

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

Drainage channel with 1:100 falls to the outlet as shown on the foundation plan

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

5 A5

Level Entry Detail @ Joinery Scale 1:5 @ A1

6 A5

Concrete Nib Detail @ Cladding Scale 1:5 @ A1

7 A5

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Concrete Nib Detail @ Cladding Scale 1:5 @ A1

Page No.

D3.1

Rev.

8

Ref No

17597

Bevelback timber weatherboards on 20mm timber cavity battens Cladding, cavity and cavity closer as per the cladding details

Breather type building paper Raft slab & reinforcing as per engineers design & details

Dpc between any timber and concrete

35mm Vented weatherboard closer

Dpm membrane under slab

90x35mm Timber griptread decking

12

25mm Sand blinding

Joists @ 400crs as per plans 50

50

Raft slab as per engineers design & details

Stringer with M12 bolts @ 900mm crs as per plans 190x45 Joists @ 400crs Stainless steel joist hangers Refer to foundation plan

100

140x65mm Timber packers, 100mm long on Dpc at locations of bolts to form a 12mm space between the deck and the masonry foundation wall Substrate as per engineers design Dpm membrane under slab returns down foundation wall to the top of the footing

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

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Free draining scoria 40mm EPS to protect the Dpm

Free draining scoria

200 Series masonry walls reinforced as per engineers design & details

40mm EPS to protect the Dpm 200 Series masonry walls reinforced as per engineers design & details

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

2 A5

Deck Connection At Foundation

All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Concrete footing & as per engineers design & details

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

Client:

45 Min.

High Foundation Wall Detail

Banister Bracket 1.2m High aluminium handrail face fixed as per manufacturers design and detailing

TheChildcare DRAWING Shop Design 900

1200mm

1.2m High aluminium balustrade top fixed as per manufacturers design and detailing

www.childcaredesign.co.nz 0800 527 337

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

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

90x35mm Timber griptread decking

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

Joists @ 400crs as per plans

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

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

Height varies

1 A5

Proposed Childcare Centre at Henderson Auckland

1200mm

32-50mm Handrail to comply with NZBC

90

Min. 1200mm

Double boundary joists supporting a handrail, connected to the joists as per detail 3/D3.2

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

Concrete Strip, refer to plan

4 A5 3 A5

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Ramp Handrail Detail - Aluminium

Deck Handrail Detail - Aluminium Page No.

D3.2

Rev.

8

Ref No

17597

1000mm max CL

2/190x45 Minimum boundary joists

2/M12 bolts @ 400crs

CL

1.2m High aluminium handrail posts face fixed as per manufacturers design and detailing

C L

200 Max

6kN strap top & bottom Double boundary joists Joists @ 400crs as per plans

1.2m High glass and aluminium handrail face fixed as per manufacturers design and detailing

2/190x45 Minimum boundary joists

190x45 Minimum joists @ 400crs max 2/M12 bolts @ 400crs 90x35mm Timber griptread decking Timber nogs to suit stairs

190x45 Minimum timber nogging

1000mm max

Timber stair stringer

32-50mm Handrail to comply with NZBC Min.

45

Banister Bracket

Fix Bowmac bracket (BS75) to timber stringer with 2/M12 bolts & 50x50x3mm washers Bowmac bracket (BS75) 300x300 Concrete footing

C L

400 Max

90x45 Timber tread support

1200mm Above stair nosing

1.2m High glass and aluminium handrail face fixed as per manufacturers design and detailing

900-1000mm Above stair nosing

90

2/M12 coach screws @ 140crs vertically

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Stair Handrail Detail - Glass and Aluminium

Plan View 190x45 Minimum joists @ 400crs max

6kN strap top & bottom

25

TheChildcare DRAWING Shop Design

140 2/190x45 Minimum boundary joists

www.childcaredesign.co.nz 0800 527 337

M12 x 200mm coach screws

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

25

2 A2

CL

Stair Detail - Glass and Aluminium Handrail

CL

1 A2

Proposed Childcare Centre at Henderson Auckland

190x45 nogging

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

Section view at nogging

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

Note: - See section 4 for fixing durability - All bolts to have 50x50 washers to head & nut - CL = Centre line

3 D3.2

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

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

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

Face-fixed post support detail for aluminium balustrade

6 ) Refer to the MasterSpec attached

Drawing Revision Based on Fig 7.10(c), NZS 3604:2011

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D3.3

Rev.

8

Ref No

17597

600

Storage shelving

Mirror

Towel dispensor Coloured glass

1200

600 30

200

350

Soap dispensor

150

500

850

1150

1800

200 850

Coloured glass

720

Soap dispensor

900

Towel dispensor

1150

1200

150

200

500

800

200

1200

Soap dispensor

800

Soap dispensor

Coloured glass or mirror

Towel dispensor

550

Soap dispensor 700

Towel dispensor

Towel dispensor

Coloured glass splashback

1150

Coloured glass or mirror

400 950

1200

200

400

400

Wall Basin

Trough

General Dimensions - Children

Wall Basin

Wall Basin

Adult or Accessible Wc's

Childrens Wc's

Changing Cabinets

General Dimensions - Adult / Changing

All Coloured glass or mirrors to be safety glass

Refer to main layouts for all details

Refer to main layouts for all details

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Storage 3 x Sliding Doors

Cabinet Interiors Material - 18mm White Melteca Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

Coloured glass (safety glass)

2100

700

2400

C L

600

Gibboard

Storage

TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

600

Cabinetry Specification

C L

1

500

600

Artsink Specification Mercer - EL101 Remo sink Methven - Futura basin mixer

Power 1500

06/12 W

Internal Elevation 1

Proposed Childcare Centre at Henderson Auckland

Drawers under

(Dimensions are overall of the frame, allow for the Gibboard)

indow

Sink

Art Sink / Storage Play Area 1

450x450

above

A10

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

Client:

Towel dispense r

A

500

Drawers under

Vinyl Floo

r

900

C L

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

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

1500 400

Internal Elevations

1100

Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

Gibboard

Storage shelving over

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

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

600

Drawers under

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

450x450 Sink

Vinyl Floor

6 ) Refer to the MasterSpec attached

Drawing Revision

Artsink Specification B A10

1 2 3 4 5 6 7 8

Art Sink (Dimensions are overall of the frame, allow for the Gibboard)

900

Mercer - EL101 Remo sink Methven - Futura basin mixer

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

2100

1

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

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

Coloured glass (safety glass) 600

Cabinet Interiors Material - 18mm White Melteca

Drawers under

300

TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

600

Cabinetry Specification

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Internal Elevation 1 Page No.

D4

Rev.

8

Ref No

17597

1200

Gibboard

Storage shelving over

600

335

450x450 Sink

Towel dispenser

1 Vinyl Floor

(Dimensions are overall of the frame, allow for the Gibboard)

900

Trough - Play Area 2

1200x335 Stainless steel wash trough with splash back

500

300 Chromed trap where visible

Top of rim

C A10

Coloured glass or mirror (safety glass)

600

Mercer - Type A 1200x335 Wash trough Methven - Wall mounted sensor taps

300

Trough Specification

Cabinetry Specification TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

1000

1200 High Counter

Internal Elevation 1

Gibboard

Storage under

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

Coloured glass (safety glass)

1500

Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel 500

450x450 Sink

Vinyl Floor

1

Mercer - EL101 Remo sink Methven - Futura basin mixer

Storage shelving over 700

Storage under

Artsink Specification

Client:

Proposed Childcare Centre at Henderson Auckland

400

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

400

Towel dispenser

800

Cabinet Interiors Material - 18mm White Melteca

Internal Elevation 1 300 600

Art Sink / Kitchen Counter (Dimensions are overall of the frame, allow for the Gibboard) Gibboard

TheChildcare DRAWING Shop Design

10/12 Window

www.childcaredesign.co.nz 0800 527 337

Internal Elevations Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

Trough Specification

Notes

Mercer - Type A 1200x335 Wash trough Methven - Wall mounted sensor taps 335

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

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

Coloured glass or mirror (safety glass)

Vinyl Floor

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

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

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

E A10

6 ) Refer to the MasterSpec attached

500

300

Top of rim

1200

1

10/12 Window

D A10

Chromed trap where visible 1200x335 Stainless steel wash trough with splash back

Internal Elevation 1

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Trough (Dimensions are overall of the frame, allow for the Gibboard)

Page No.

D4.1

Rev.

8

Ref No

17597

600

Drawers under

500

Gibboard Storage shelving

700

600

Coloured glass (safety glass)

600

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

2100

Sink

C L

1

Cabinet Interiors Material - 18mm White Melteca

Microwave space

450x450

800

2490

TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

Storage sh microwav elving and e space over

400

Cabinetry Specification

500 C L Vinyl Floo

Fridge space

500

r

900

Mercer - EL101 Remo sink Methven - Futura sink mixer

Fridge sp

700

Bottle Warming Specification

ace

C L

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

10/06 W

F A10

Power

indow

Bottle Warming

Internal Elevation 1

(Dimensions are overall of the frame, allow for the Gibboard)

Gibboard Storage shelving

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

2350

Coloured glass (safety glass)

C L

900

450x450 Sink

C L Washing machine space

900

Dryer space PVC Coving capping

Chromed trap where visible

Mercer - EL101 Remo sink Methven - Futura basin mixer

Dryer space under

500

Drawers under

Internal Elevation 2

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

715

Laundry Specification

Internal Elevation 1

860 Door

Vinyl Floor

Power

2.0mm vinyl

1 4 2 3 900mm High Bench

Internal Elevations Scale: 1:20 @ A1, 1:40 @ A3 U.N.O 860 Door

12/12 External window

1650

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

700

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

Gibboard

Coloured glass (safety glass)

Laundry

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

(Dimensions are overall of the frame, allow for the Gibboard)

2180

A10.1

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

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

6 ) Refer to the MasterSpec attached

1300

G

Notes

Gibboard

Dryer space

150

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

2830

Cabinet Interiors Material - 18mm White Melteca

Washing machine space

Sink mixer with pull out spray and non return valve

Client:

Proposed Childcare Centre at Henderson Auckland

500

Cabinetry Specification

500

Gibboard

TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

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

600 715

Washing machine space under

Coloured glass (safety glass)

Chromed trap where visible

Internal Elevation 3

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

Internal Elevation 4

Page No.

D4.2

Rev.

8

Ref No

17597

860 Door

Gibboard

400

800

400

Coloured glass (safety glass)

750

Power

750

600

600

Storage shelving

450x450mm Sink

Sink mixer with pull out spray and non return valve

C L

300

Storage shelving over Drawers under

Drawers under 450x450 Sink

900mm High Bench

Vinyl Floor 860 Door

4

1 2 3

Internal Elevation 1

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

2500

1600

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

860 Door

860 Door

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

Client:

Proposed Childcare Centre at Henderson Auckland

Storage 300

Mercer - EL101 Remo sink Methven - Futura basin mixer

Internal Elevation 2

10/06 Window

Cabinet Interiors Material - 18mm White Melteca

Resource Specification

1000

600

TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

900

Cabinetry Specification

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

3600

H A10

Resource (Dimensions are overall of the frame, allow for the Gibboard)

TheChildcare DRAWING Shop Design Internal Elevation 3

Indicative shelving layout to be confirmed onsite

www.childcaredesign.co.nz 0800 527 337

Internal Elevation 4

Internal Elevations Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

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

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D4.3

Rev.

8

Ref No

17597

1200 600

600 C L

1400

860 Door

4 3 1 2

Mirror (safety glass)

2150

Vinyl Floor

C L

1300

Toilet roll holder C L

Gibboard

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Staff Wc

PVC Coving capping

(Dimensions are overall of the frame, allow for the Gibboard)

150

J A10.1

600

850

1200

750

860 Door

CL

2.0mm vinyl C L

Adults Wc Specification

Internal Elevation 1

Internal Elevation 2

700

Internal Elevation 3

Internal Elevation 4

Caroma - Liano wall faced Wc suite Plumbline - Trivoli wall hung vanity Methven - Futura basin mixer

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

Client:

4 12 3 Vinyl Floo

C L

K A10

Accessible Wc (Dimensions are overall of the frame, allow for the Gibboard)

PVC Coving capping

Internal Elevation 1

Toilet roll holder

Internal Elevation 3

Internal Elevations Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

C L

Internal Elevation 2

www.childcaredesign.co.nz 0800 527 337

C L Chromed trap where visible

2.0mm vinyl

Toilet

150

230 2000

675mm Min

1000 460

750 750

700

C L

TheChildcare DRAWING Shop Design

Grab rail

Gibboard

C L 230

230

600

Top of rail

450

r

850

C L

750

Coloured glass or mirror (safety glass)

1800

1350

Proposed Childcare Centre at Henderson Auckland

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

900

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

Internal Elevation 4

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

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

Accessible Wc Specification

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

Plumbline - Progetto Evo 70 Comfort Wc Plumbline - Cirque 450 Basin Methven - Futura basin mixer Plumbline - 750x750 S/S grab rail

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D4.4

Rev.

8

Ref No

17597

1500

12/06 Window

Storage shelving Gibboard

Coloured glass (safety glass)

PVC Coving capping

12/06 W

Coloured glass (safety glass)

2.0mm vinyl

r

h

455

Internal Elevation 2

2400

C L

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

660

Junior W c

Child Wc 1

Junior Wc

(Dimensions are overall of the frame, allow for the Gibboard)

Junior Wc 1200

Toilet roll holder CL 500

A10

600

2400

Client:

Coloured glass (safety glass)

Coloured glass or mirror (safety glass)

1500

L

Proposed Childcare Centre at Henderson Auckland

dow

Internal Elevation 3

900

ternal win

05/15 External window

500

05/15 Ex 900

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

600

C L 450

Drawers under

Steps in a Box (Grocare)

Internal Elevation 1

C L

900mm H

600x600m 450mm de m ep Child Ba th

igh Benc

shelving Storage

Drawers under

2 1 3 4

Handwas h

400

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

Sink mixe pull out sp r with ray and non retu rn valve

1100

Cabinet Interiors Material - 18mm White Melteca

835

Vinyl Floo

over

TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

Mercer - Made to order 600x600 S/S Sink, 450mm deep Methven - Centique tap, pull out sprayer Grocare - Steps in a box

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

300

Cabinetry Specification

Changing Specification

Child bath

400

Caroma - Liano wall faced Jnr Wc suite Plumbline - Trivoli wall hung vanity Methven - Futura basin mixer

910 CSL

300

1000

Steps in box unde r

Child Wc Specification

1200

500

indow

750

TheChildcare DRAWING Shop Design

C L

Internal Elevation 4

www.childcaredesign.co.nz 0800 527 337

Internal Elevations Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

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

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D4.5

Rev.

8

Ref No

17597

06/16 Window

1750

900 Gibboard 12/06 Window

Cabinetry Specification TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

4 3 1 2

500

Vinyl Floor

Partition doors shown dashed 750

CL

500

Internal partitions

Internal Elevation 2

Chromed trap where visible

Steps in box under

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

Client: 750

12/06 Window

25

Junior Wc

Proposed Childcare Centre at Henderson Auckland

750

1200

1200x335mm Trough

1200x335mm Trough

Min. 400 Coloured glass (safety glass)

Coloured glass (safety glass)

TheChildcare DRAWING Shop Design

25 335

1190

1100

A10

Child Wc 2 (Dimensions are overall of the frame, allow for the Gibboard)

Internal Elevations

300 500

M

www.childcaredesign.co.nz 0800 527 337

2.0mm vinyl

2650

Top of rim

Methven - Futura slide rail shower Methven - Futura shower mixer Allproof - Vinyl Clamping Channel waste

1200x335 Stainless wash trough with splash back

Internal Elevation 1

Changing Specification

Washdown Specification

1200 Steps in a Box (Grocare)

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

Mercer - Made to order 600x600 S/S Sink, 450mm deep Methven - Centique tap, pull out sprayer Grocare - Steps in a box

Toilet roll holder CL Junior Wc

90

3510

Cabinet Interiors Material - 18mm White Melteca

600x600mm 450mm deep Child Bath

Junior Wc Child bath

500

995

Mercer - Type A 1200x335 Wash trough Methven - Wall mounted sensor taps

2.0mm vinyl

1895

Trough Specification

06/16 External Window

Caroma - Liano wall faced Jnr Wc suite Caroma - Liano wall faced Wc suit

Handwash

900mm High Bench

910 Cavity Slider

400

Storage Shelving

Child Wc Specification

Sink mixer with pull out spray and non return valve

PVC Coving capping

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

Chromed trap where visible

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

1200x335 Stainless steel wash trough with splash back

Internal Elevation 3

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

Internal Elevation 4

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D4.6

Rev.

8

Ref No

17597

Gibboard

Child Wc Specification

2615

Caroma - Liano wall faced Jnr Wc suite Plumbline - Trivoli wall hung vanity Methven - Futura basin mixer

400

Coloured glass or mirror (safety2.0mm glass) vinyl

Cabinetry Specification TBC by manufacturer Benchtop Material - 30mm Composite Stone (Colour TBA) Seen edges - Square clashed on front and seen edges

1200x335 Stainless wash trough with splash back

Junior Wc

500

500

500 Top of rim

Internal Elevation 1

Chromed trap where visible

CL

Chromed trap where visible

1200x335 Stainless steel wash trough with splash back

Internal Elevation 2

r

Doo

r

1100

10/12 Window

Adjust length of the shower tube to be a maximum of 100mm off the floor

C L

www.childcaredesign.co.nz 0800 527 337

2.0mm vinyl

Internal Elevations Scale: 1:20 @ A1, 1:40 @ A3 U.N.O

2.0mm vinyl

Notes

250

(Dimensions are overall of the frame, allow for the Gibboard)

TheChildcare DRAWING Shop Design

C L 450

Junior Wc 1.2m High wall

Child Wc 3

Junior Wc

Internal partitions

A10

Internal partitions

2615 N

450

800 100

25

850

800

910 Cavity slider

Proposed Childcare Centre at Henderson Auckland

1100

Junior Wc 90

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

Client:

450 900

750

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

25

610

Doo Min. 400

10/12 Window

900

610

Junior Wc

Form sloped floor (without upstand), floor slopes to drain without sudden change of level, max 1:40 or 2.5%

Methven - Futura slide rail shower Methven - Futura shower mixer Allproof - Vinyl Clamping Channel waste

CL

Vinyl Floor

1.2m High wall with a timber capping

Washdown Specification

2560

Mercer - Made to order 900x900 S/S Shub fitted into cabinetry Methven - Centique tap, pull out sprayer Grocare - Steps in a box

1 2 3

1.2m High Partitions

Changing Specification

4

1880

910 Cavity Slider

Doors and panels Material - 18mm Melteca (Colour TBA) Seen edges - 2mm Pvc colour matched

Toilet roll holder

300

335

Cabinet Interiors Material - 18mm White Melteca

1200

1200

Internal partitions

PVC Coving capping 1015

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Form sloped floor (without upstand), floor slopes to drain without sudden change of level, max 1:40 or 2.5%

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

Form sloped floor (without upstand), floor slopes to drain without sudden change of level, max 1:40 or 2.5%

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

Internal Elevation 2

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

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

Internal Elevation 3

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

D4.7

Rev.

8

Ref No

17597

Refer to Gib bracing systems manual dated June 2011

GIBPlasterboard

GIB Plasterboard 80mm Maximum

To maximise concrete edge distance, locate the GIB HandiBrac flush with the inside face of the stud Proprietary anchor with 15kN uplift capacity

GIB HandiBrac

Locate the GIB HandiBrac centrally on the stud GIB HandiBrac

Proprietary anchor with 15KN uplift capacity and 50x50x3mm galvanised washer

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

400 x 25 x 0.9mm galvanised strap (strap passes underneath bottom plate)

Proprietary anchor with 15kN uplift capacity

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

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

GIB PANEL HOLD-DOWN DETAILS

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

Concrete Floor - External walls

Concrete Floor - Internal / external walls

Concrete Floor - Internal walls

GIB Plasterboard

80mm Maximum GIB HandiBrac Locate the GIB HandiBrac so that the coach screw is centred over the timber below

Six 30 x 2.5mm galvanised flat head nails to each side of stud M12 x 150mm galvanised coach screw and 50 x 50 x 3mm square galvanised washer centrally above nog or floor joist

400 x 25 x 0.9mm galvanised strap (strap passes underneath bottom plate)

Jack stud to first nog fixed to accomodate double strap

Six 30 x 2.5mm galvanised flat head nails to each stud and joist

Two 300 x 25 x 0.9mm Galvanised straps M12 x 150mm galvanised coach screw or proprietary equivalent

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

Three 30 x 2.5mm galvanised flat head nails to plate Six 30 x 2.5mm galvanised flat head nails to each stud and joist

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

GIB PANEL HOLD-DOWN DETAILS

GIB PANEL HOLD-DOWN DETAILS

Timber Floor - External walls

Timber Floor - External walls - Option 1

Timber Floor - External walls - Option 2

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Client:

Proposed Childcare Centre at Henderson Auckland

GIB Plasterboard

80mm Maximum GIB HandiBrac

M12 x 150mm galvanised coach screw or proprietary equivalent

Full depth solid blocking positioned centrally beneath coach screw

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

TheChildcare DRAWING Shop Design

Notes: Care needs to be taken with the installation of the bracing strap.

It should be checked in to be flush with the face of the stud providing a flat substrate for the plasterboard. It should be positioned in such a way that the important corner fastenings of the bracing element are not affected by it. Keeping the strap to the edge of the end of the stud as shown will allow the important corner fastenings to be installed without having to penetrate the bracing strap.

M12 x 150mm galvanised coach screw and 50 x 50 x 3mm square galvanised washer

www.childcaredesign.co.nz 0800 527 337

Fixing Details Scale: Not to Scale

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

400 x 25 x 0.9mm galvanised strap (strap passes underneath bottom plate)

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

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

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

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

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

6 ) Refer to the MasterSpec attached

Drawing Revision

GIB PANEL HOLD-DOWN DETAILS - HandiBrac

GIB PANEL HOLD-DOWN DETAILS

Timber Floor - Internal walls

Timber Floor - Internal walls

1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

F1

Rev.

8

Ref No

17597

GIB FASTNER LAYOUTS - GS1-N

GIB FASTNER LAYOUTS - GS2-N

10 or 13mm Gibboard - Minimum length 400mm.

10 or 13mm Gibboard - Minimum length 400mm.

Bracing element

Bracing element

Daubs of GIBFix adhesive at 300mm centres to intermediate studs & nogs

Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs GIB standard plasterboard Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails where sheets cross studs 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

GS1-N Horizontal fixing

18

50 50 50 75

75

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

50 50 50 75

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

50 50 50 75

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Hold-down required. Refer to details

50 50 50 75

75

Refer to Gib bracing systems manual dated June 2011

GIB FASTNER LAYOUTS - BLG-H

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626 All enclosed timber framing to be H1.2 treated All exposed timber including claddings, trims, bearers and cavity battens to be H3.2 treated All inground timber to be H5 treated Unless noted otherwise Use SG 8 timber unless otherwise stated Subfloor fixings within 600mm of finished ground level and all exterior fixings to be stainless steel

Hold-down required. Refer to details

BL1-H Horizontal fixing 12 18

18

12

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

BL1-H Vertical fixing

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Plywood side 150mm centres to the perimeter of each sheet. GIB corner fastner pattern does not apply to the plywood side. 300mm centres to intermediate studs.

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails at 300crs

75

75

Hold-down required. Refer to details

GSP-H Horizontal fixing

10mm or 13mm GIB Braceline

Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

Bracing element

10mm or 13mm GIB Braceline

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 300crs

50 50 50 75

Bracing element GIB standard plasterboard Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs

50 50 50 75

Bracing element GIB standard plasterboard Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

50 50 50 75

75

Client:

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Proposed Childcare Centre at Henderson Auckland

Refer to Gib bracing systems manual dated June 2011

GIB FASTNER LAYOUTS - BLP-H

10 or 13mm Gibboard - Minimum length 400mm.

10 or 13mm Gibboard - Minimum length 400mm.

GIB Braceline one side & GIB standard plasterboard to the other side

Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails at 300crs

75

BLG-H Horizontal fixing 12 18

50 50 50 75

Hold-down required. Refer to details

50 50 50 75

Refer to Gib bracing systems manual dated June 2011

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails where sheets cross studs

BLP-H Vertical fixing

www.childcaredesign.co.nz 0800 527 337

Fixing Details Scale: Not to Scale

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

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only) Hold-down required. Refer to details

TheChildcare DRAWING Shop Design

10mm or 13mm GIB Braceline Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs

Single 32mm x 6g GIB grabber high thread screws or 35mm GIB braceline nails at 300crs

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

32mm x 6g GIB grabber high thread screws at 150crs to perimeter of bracing element (GIB braceline nails may be used for 10mm braceline only)

Bracing element 10mm or 13mm GIB Braceline Min. 7mm Ecoply construction plywood fixed at 150mm centres to the perimeter of each sheet. 300mm centres to intermediate studs Daubs of GIBFix adhesive at 300mm centres to intermediate studs and nogs

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

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

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

Hold-down required. Refer to details

BLP-H Horizontal fixing 12 18

GIB Braceline one side & GIB standard plasterboard to the other side

Plasterboard side shown

Bracing element

75

Bracing element

50 50 50 75

Bracing element

BLG-H Vertical fixing

12

10 or 13mm Gibboard - Minimum length 400mm.

Plasterboard side shown

Bracing element

Hold-down required. Refer to details

GS2-N Horizontal fixing

GIB FASTNER LAYOUTS - BL1-H

10 or 13mm Gibboard - Minimum length 400mm.

Hold-down required. Refer to details

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

Refer to Gib bracing systems manual dated June 2011

GIB FASTNER LAYOUTS - GSP-H

GSP-H Vertical fixing

32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 150crs to perimeter of bracing element

GS2-N Vertical fixing

Refer to Gib bracing systems manual dated June 2011

GIB standard plasterboard (both sides) Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails where sheets cross studs

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 300crs

18

Single 32mm x 6g GIB grabber high thread screws or 30mm GIB nails at 300crs

12

GIB standard plasterboard (both sides)

75

GIB standard plasterboard

GS1-N Vertical fixing

Bracing element

50 50 50 75

Bracing element

50 50 50 75

Refer to Gib bracing systems manual dated June 2011

75

Fasteners centres 50,100,150,225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints. For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud. Use daubs of GIB Fix adhesive at 300mm centres to intermediate studs. Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

Plywood side 150mm centres to the perimeter of each sheet. GIB corner fastner pattern does not apply to the plywood side. 300mm centres to intermediate studs.

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

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Page No.

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

F2

Rev.

8

Ref No

17597

Refer to Lumberlok - Lintel fixing schedule Lumberlok - Lintel fixing

Lumberlok - Lintel fixing

Lumberlok - Lintel fixing

Lumberlok - Lintel fixing

FIXING TYPE E - 1.4kN

FIXING TYPE F - 4.0kN

FIXING TYPE G - 7.5kN

FIXING TYPE H - 13.5kN

6/90x3.3 nails.

8/90x3.3 nails.

Lintel.

4/90x3.15 nails.

Tylok 4T5 one side.

2/90x3.15 nails directly below the lintel.

2/90x3.15 nails directly below the lintel.

90x3.15 nails @ 250mm crs. Trimmer stud to understud.

90x3.15 nails @ 250mm crs. Trimmer stud to understud.

60

Lintel.

60

6/90x3.3 nails.

Lintel.

Tylok 10T10 one side. (Two rows of teeth into understud)

2/Tylok 10T10 both sides. (Two rows of teeth into understud)

400mm Sheet brace strap to one side.

6/ 30x3.15mm nails to stud

2/90x3.15 nails directly below the lintel.

2/400mm Sheet brace strap to one side.

6/ 30x3.15mm nails to stud 3/ 30x3.15mm nails to bottom plate 6/ 30x3.15mm nails to joist / bearer

2/90x3.15 nails directly below the lintel. (Both sides)

3/ 30x3.15mm nails to bottom plate 6/ 30x3.15mm nails to joist / bearer

90x3.15 nails @ 250mm crs. Trimmer stud to understud.

Lintel.

90x3.15 nails @ 250mm crs. Trimmer stud to understud. (Both sides)

Gib Handibrac Bracket Tylok 2T4 one side.

100

Two Tylok 2T4s one side.

Two Tylok 2T4s both sides.

Two Tylok 2T4s both sides.

Concrete Floor

Timber Floor

Concrete Floor

Timber Floor

M12 Concrete fixing bolt with a 50x50x3 square washer

75

75

M12 Concrete fixing bolt with a 50x50x3 square washer

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

Fixing of jack stud to lintel & top plate, as per top plate schedule. Stud numbers indicitive only.

"All other nailing as table 8.19"

"All other nailing as table 8.19"

"All other nailing as table 8.19"

"All other nailing as table 8.19"

Refer to Structural design by Wilton Joubert Ltd. - Reference 80260 Refer to Geotechnical report by Wilton Joubert Ltd. - Reference 80491 Refer to Truss design by Carters - Reference LSA192 Refer to Fire report by Fire Connect - Reference 2018204 Refer to Emergency lighting design by Innerscape - Reference 18/135 Refer to Heating report by Apex Air - Reference 23 Oct 2018 Refer to Acoustic report by Styles Group - dated 23 Aug 2018 Refer to Traffic report by Team - Reference 18049 Refer to Drainage design by Antrim Consultants - Reference 24 Oct 2018 Refer to Resource consent application number - LUC60325626

Refer to Lumberlok - Stud to top plate fixing schedule 2/90x3.15 plain steel wire nails driven vertically into stud, plus 1x Lumberlok 6kN Stud Anchor. (CPC80)

TRUSS FIXING RAFTER TRUSS TO TOP PLATE FIXINGS

(All WIRE DOGS & CT200 fixings are into the top plate NOT the packer) 2 x WIRE DOGS

Lumberlok - Stud to top plate fixing

FIXING TYPE A - 0.7kN

FIXING TYPE B - 4.7kN - Option 1

2/90x3.15 plain steel wire nails driven vertically into stud, plus 2x Lumberlok Stud Anchors. (CPC40)

2 x CT200's (Fill nail holes with LUMBERLOK Product Nails 30 x 3.15)

2 x 90x3.15 Skew nails

2 x 90x3.15 Skew nails

Top plate LOAD DETAILS Truss Span 3000 - 10000 Low to Medium wind 3000 - 5000 High to Very High wind Roof Weight Heavy or Light Truss Centres 900 max.

Snow Load to 1.0kPa

JACK TRUSS FIXINGS

Truncated Girder (or semi-gable)

Client:

Proposed Childcare Centre at Henderson Auckland

JH95x 165 shown

*3100 max.

* For setbacks up to 4000, use fixings as per GIRDER JACK for all load cases.

6000 - 11000 Low to Very High Heavy or Light 900 max. to 1.0kPa

2 x 100mm Skew nails

LOAD DETAILS SINGLE & DOUBLE COMPONENT TRUSS Wind Low to Very High Roof Weight Heavy or Light 900 max.

Truss Centres up to 1.0kPa Snow Load Max. Supported Truss Span 12000

LOAD DETAILS Max Supported Truss Span Wind Roof Weight Supported Truss Centres Snow Load

2 x WIRE DOGS

RAFTER JACK

200 long x 1mm Folded NAILON PLATE. (Fill all holes to within 10mm of the timber edge)

2 x 90x3.15 Skew nails

9000 Low to Very High Heavy 900 max. to 1.0kPa

sB rus

2 x WIRE DOGS

LOAD DETAILS Truss Span Max Wind Roof Weight Truss Centres Snow Load

3100 High Heavy or Light 900 max. to 1.0kPa

*For Very High wind, fix rafter as per GIRDER JACK

JH 47 x 90 JOIST HANGER (Fill all nail holes with LUMBERLOK Product Nails 30 x 3.15) 2 x 90x3.15 Skew nails

GIRDER JACK (& all semi-gables)

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

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

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

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

9000 max.

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

Boomerang Roof

100 Rafter Jack

Fixing Details Scale: Not to Scale

JH 47 x 120 for 100 x 50 to 150 x 50 Girder Bottom Chord JH 47 x 190 for 200 x 50 to 250 x 50 Girder Bottom Chord

Girder Jack

TheChildcare DRAWING Shop Design www.childcaredesign.co.nz 0800 527 337

2x WIRE DOGS 2x 100mm Skew Nails

Girder Truss A

Girder Truss A

Rafter Jacks

Rafter Truss

Joist Hanger Size Single Component Truss JH 47 x 120 on Girder Bottom Chords uo to 150 x 50 deep JH 47 x 190 on Girder Bottom Chords of 200 x 50 deep and above In all cases the max. area of roof supported (ie. setback x supported truss span) not to exceed 48m² Joist Hanger Size Double Component Truss - JH 95 x 165 Fill all holes with LUMBERLOK Product Nails 30 x 3.15Ø

2. ANGLE JOINTS - Octagonal Roof

er T

FIXING TYPE B - 4.7kN - Option 3

DOUBLE COMPONENT TRUSS

CT200 FIXING LOAD DETAILS Truss Span Wind Roof Weight Truss Centres Snow Load

2 x 100mm Skew nails

FIXING TYPE B - 4.7kN - Option 2

SINGLE COMPONENT TRUSS

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

Top plate packer

GIRDER TRUSS TO TOP PLATE FIXING All girder trusses up to a span of 9000 and the above load details are to be fixed to the top plate using the CT200 FIXING shown above

Lumberlok - Stud to top plate fixing

1. RIGHT ANGLE JOINTS

JH47x 120 shown

WIRE-DOG FIXING

2/90x3.15 plain steel wire nails driven vertically into stud, plus 1x Lumberlok stud strap (one face only)

Lumberlok - Stud to top plate fixing

RAFTER TRUSS TO TRUSS FIXINGS

Girder Truss B

Lumberlok - Stud to top plate fixing

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

Gird

2/90x3.15 plain steel wire nails driven vertically into stud

100 Support runner of 100 x 50 for chords Hip truss typical of 100 x 50 & runnerfixing for all hip trusses onto of 150 x 50 for chords greater than support runner 100 x 50 VIEW OF AREA CIRCLED

320 long x 1mm Folder NAILON PLATE (Fill all holes with LUMBERLOK Product Nails 30 x 3.15 to within 10mm of timber edge)

Up to 10m span girder

6 ) Refer to the MasterSpec attached

Drawing Revision 1 2 3 4 5 6 7 8

10 May 2018 10 July 2018 24 July 2018 15 Aug 2018 11 Sep 2018 17 Sep 2018 01 Nov 2018 15 Nov 2018

Initial design - 72 children Developed design / 3d renders Rc plans Rc plans updated Plans for truss & engineering Building Consent Plans Building Consent Plans Building Consent Issue

150

Read in conjunction with the truss manufacturers buildable truss layout

Page No.

F3

Rev.

8

Ref No

17597