Job Title

80 Mutu StreetTe Awamutu

Proposed Church & Community CentrePlot Date

Richard Wendt

Scale Drawing Number

Drawing Title

1:500, 1:1.2496 on A3 A01

COPYRIGHT: NO PARTOF THIS DESIGN OR

PUBLICATION MAY BEREPRODUCED

WHOLLY OR IN PARTWITHOUT PERMISSION

OF CORESTEELBUILDINGS.

1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!

Architectural DraftspersonPlan No:

31/10/2019

Site PlanCRS007

Sub-dividedLot: 935.84 m2

34,962

1m 1m

SS MANHOLE 1.4m DEEPSS MANHOLE 1.4m DEEP

2.00.01

2.00.02

2.00.04

2.00.06

2.00.07

2.00.08

2.00.09

2.00.10

2.00.07 2.00.11

2.00.08

2.01.01

2.01.02

2.01.03

Mutu Street

Mah

oe S

treet

Car Park - 43 Spaces

Ale

xand

ra S

treet

Car Park19 Spaces

EXIS

TIN

G 1

50Ø

SS

PIPE

IndustrialBuilding

493.57 m2

2 Site2.00 GENERAL

2.00.01 Proposed buildingProposed new church building.

2.00.02 Sub-divisionNew commercial building with car parking tobe built on land sub-divided off propoerty.

2.00.04 Outdoor playSafe outdoor area for children to play. New1.2m high aluminium powder coated poolfencing with standard 50x50 powdercoatedaluminium posts. Top pull lockable gate latchto gate.

2.00.06 Existing vehicle entryExisting formed vehicle entry.

2.00.07 New vehicle entranceNew formed vehicle entrance.

2.00.08 Car parkingNew formed car parking area with 43 totalspaces including 3 accessible spaces closeto the building. Retain one of the three largeexisting trees.

2.00.09 Landscaping strip2m wide garden strip as required by districtplan rules.

2.00.10 Car parkingNew formed car parking area with 19 totalspaces including 1 accessible spaces closeto the hall entrance to the building.

2.00.11 Remove vehicle entranceRemove existing vehicle entrance.

2.01 DEMOLITION2.01.01 Existing office blockLocation of existing office block to bedemolished.

2.01.02 Existing chapel & lighthouseLocation of existing chapel & lighthouse to bedemolished.

2.01.03 Existing church hallLocation of existing church hall to bedemolished.

2.02 ZONES & PLANNING2.02.01 Wind zoneSite wind zone = Medium / 0.85kPa

2.02.02 EQ zoneSite EQ zone = 1

2.02.03 Exposure zoneSite exposure zone = B

2.02.04 Planning zoneSite planning zone = Commercial

Job Title

80 Mutu StreetTe Awamutu

Proposed Church & Community CentrePlot Date

Richard Wendt

Scale Drawing Number

Drawing Title

1:200 on A3 A04

COPYRIGHT: NO PARTOF THIS DESIGN OR

PUBLICATION MAY BEREPRODUCED

WHOLLY OR IN PARTWITHOUT PERMISSION

OF CORESTEELBUILDINGS.

1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!

Architectural DraftspersonPlan No:

31/10/2019

Proposed Floor PlanCRS007

Total Floor Area1,086.25 m2

Hall162.21 m2

Auditorium192.19 m2

MinisterOffice

16.91 m2

Kitchen

Seminar/Auditorium Extension

74.18 m2

MensWomens

ChurchOffice

18.24 m2

Cou

nsel

ling

9.33

m2

Rec

ord

Stor

e

Counselling/Meeting20.18 m2

Entry/Foyer116.43 m2

Youth Centre60.39 m2

Meeting/Creche40.04 m2

Cleaner

Hall Store

Store Music Store

Store

810

810

810

810810

810

810

810

810

860

910

910 910

910

660

810

810

810

910

910

910

910

910

810

910

660

660

710

710

710

910

910

910910

910

910

910

910

910

910

910

910

910

W323,370 x 1,970

D39

1,00

0 x

1,80

0D

27D

20

D05

D02

D372,600 x 9,940

D28

D29

D03

W11

1,44

5 x

2,37

0

W102,080 x 1,160

W07

1,44

5 x

2,37

0

W08

2,62

5 x

2,37

0W

092,

025

x 5,

450

W03

2,67

5 x

760

W05

2,67

5 x

760

W06

1,44

5 x

1,16

0

W04

2,67

5 x

4,36

0

W022,675 x 2,360

D01

D04D06

D12

D35

1,50

0 x

2,00

0

OPE

NIN

G1,

100

x 80

0D

341,

500

x 2,

700

D33

W14

1,30

0 x

2,37

0W

131,

300

x 2,

370

W12

1,30

0 x

2,37

0

W152,675 x 2,360

W17

645

x 76

0 W16

645

x 76

0W

1864

5 x

760

W20

2,67

5 x

760 W

192,

675

x 1,

160

W212,675 x 2,360

W22

625

x 2,

400

W24

625

x 2,

400

W23

625

x 2,

400

D26

D21 D25

D40

300

x 1,

800

D13

D19

D14D36

2,600 x 9,140

D381,000 x 1,800

D18

D17

D15

D24

D23

D22

D07

W01

2,67

5 x

2,87

0

D30

D32

D31

D16

D11D08D09D10

OV

DW

FRGFRZ

HW

HW

PIE WRMR

M'W

AVE

FRG

Hub126.23 m2

AA07

AA07

CA08

CA08

DA08

BA07

BA07

TUB ON TOP OF FLOOR,UNDER HATCH IN STAGE

STEAM OVEN TO KITCHEN.PROVIDE WATER SUPPLY, ASPER SPECS IN KITCHEN DESIGN.

ALLOW FOR STRIP LIGHTING TO CROSS TOJAMBS, TO BE FITTED TO INSIDE OF WINDOWGLAZING UNIT. PROVIDE EXTERNAL LIGHTINGIN GARDEN POINTING UP TOWARDS CROSS.

Serv

ery

Serv

ery

Drop OffArea

Stage(+400)

1.2x1.2 FixedSkylight

1.2x1.2 FixedSkylight

Dat

a

HR1

HR2

HR3

HR4

HR5

HR6

HR

6

HR

7

HR

7

HR

8

HR7

HR8

HR8

HR9

HR10

HR11

HR12

HR13

a

HR13

b

HR

14

LOCK-H/F

LOCK-F

LOCK-H/F

LOCK-H/F

LOCK-H/F

LOCK-C/F

LOCK-F

LOCK-F

LOCK-F

LOCK-F

LOCK-F

LOCK-F

LOCK-F

LOCK-F

LOCK-FLOCK-F

LOCK-F

LOCK-F

SolatubeSkylight

SolatubeSkylight

FIR

E PA

NEL

LOC

ATIO

N

DWC

Single Batten SprungFlooring System

Outdoor Play123.75 m2

DWC/BabyChange

G E N E R A L N O T E S :1. CONTRACTOR TO CHECK AND VERIFY ALL

DIMENSIONS ON SITE PRIOR TO COMMENCINGCONTRACT.

2. DO NOT SCALE OFF DRAWINGS.3. REFER TO WINDOW SCHEDULE FOR LINTEL SIZES.4. CHECK & MEASURE ON SITE FOR OPENING SIZES

BEFORE MANUFACTURING JOINERY.6. STUDS IN INTERNAL & NON-LOAD BEARING WALLS,

NZS 3604:2011 SECTION 8 TABLE 8.2. MAX STUD LENGTH 2.4m: SG8 140x45mm STUDS @ 600mm CRS MAX & SG8 90x45mm NOGGING @ 1200mm CRS MAX7. STUDS LOCATED BEHIND SHOWERS TO BE @ 400

CRS.8. REFER TO CEILING, GRID AND LININGS PLAN FOR

CEILING HEIGHTS/TYPES.9. ALL MATERIALS USED IN THIS CONSTRUCTION TO

BE INSTALLED AS PER MANUFACTURERS WRITTENSPECIFICATIONS.

10. NOMINAL DATUM HEIGHT TO SHOW LEVELS.11. PLANS TO BE READ IN CONJUNCTION WITH

SPECIFICATIONS & MANUFACTURERS WRITTENSPECIFICATIONS.

LOCKING DOORS ACCESS KEY:ZONE\DOOR NUMBERH - HALL & HUBC - COUNSELLINGF - FULL ACCESS

D06 D07 D08 D10 D11 D12 D14 D15 D18 D19 D20 W01 W02 W08 W10 W15 W19

Job Title

80 Mutu StreetTe Awamutu

Proposed Church & Community CentrePlot Date

Richard Wendt

Scale Drawing Number

Drawing Title

1:150 on A3 A06

COPYRIGHT: NO PARTOF THIS DESIGN OR

PUBLICATION MAY BEREPRODUCED

WHOLLY OR IN PARTWITHOUT PERMISSION

OF CORESTEELBUILDINGS.

1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!

Architectural DraftspersonPlan No:

31/10/2019

ElevationsCRS007

SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA

ROOFING INDUSTRIES TRIM RIBLONGRUN ROOFING INSTALLED TO

MANUFACTURER'S SPECIFICATIONS.

SELECTED DOUBLE GLAZEDPOWDERCOATED ALUMINIUM JOINERY

SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA

300mm WIDE JAMES HARDIE LINEAOBLIQUE LAID HORIZONATALLYOVER DRAINED AND VENTILATEDCAVITY AS PER MANUFACTURER'SSPECIFICATIONS

10 SERIES CONCRETE BLOCK LAID STACK BOND OVER 50mm DRAINED& VENTED CAVITY AS PER MANUFACTURER'S SPECIFICATIONS

n o r t h

FSELECTED 1m HIGHBULUSTRADE TOCOMPLY WITH NZBC F4

Roof Pitch 8°

Roof Pitch 5° Roof Pitch 5°

3,290

3,903

448

448

600

3,443

2,7904,278

1,132

5,972

TILT PANELS AS PERENGINEERED DESIGN

e a s t

SELECTED 1m HIGHBULUSTRADE TOCOMPLY WITH NZBC F4

Roof Pitch 8°

Roof Pitch 5°Roof Pitch 5°

3,290

2,790 3,903

5,972

3,729

3,443

SELECTED DOUBLE GLAZEDPOWDERCOATED ALUMINIUM JOINERY

300mm WIDE JAMES HARDIE LINEA OBLIQUE LAIDHORIZONATALLY OVER DRAINED AND VENTILATED

CAVITY AS PER MANUFACTURER'S SPECIFICATIONS TILT PANELS AS PER ENGINEERED DESIGN

10 SERIES CONCRETE BLOCK LAIDSTACK BOND OVER 50mm DRAINED& VENTED CAVITY AS PERMANUFACTURER'S SPECIFICATIONS

w e s t

SELECTED 1m HIGHBULUSTRADE TO

COMPLY WITH NZBC F4

SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA

ROOFING INDUSTRIES TRIM RIB LONGRUN ROOFINGINSTALLED TO MANUFACTURER'S SPECIFICATIONS.

SELECTED DOUBLE GLAZEDPOWDERCOATED ALUMINIUM JOINERY

SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA

300mm WIDE JAMES HARDIE LINEAOBLIQUE LAID HORIZONATALLYOVER DRAINED AND VENTILATEDCAVITY AS PER MANUFACTURER'SSPECIFICATIONS

10 SERIES CONCRETE BLOCK LAID STACK BOND OVER 50mm DRAINED& VENTED CAVITY AS PER MANUFACTURER'S SPECIFICATIONS

s o u t h

WIND ZONENUMBER OF STOREYSROOF/WALL INTERSECTION DESIGNEAVES WIDTHENVELOPE COMPLEXITYDECK DESIGN

TOTAL

CATEGORY DEFINITION

RISK MATRIX (E2/AS1)SCORE

HIGH WIND ZONESINGLE STORYROOF TO WALL INTERSECTION FULLY EXPOSED0-100mm FOR SINGLE STORYCOMPLEX & MULTIPLE CLADDING TYPESNO DECK

003530

11

WIND ZONENUMBER OF STOREYSROOF/WALL INTERSECTION DESIGNEAVES WIDTHENVELOPE COMPLEXITYDECK DESIGN

TOTAL

CATEGORY DEFINITION

RISK MATRIX (E2/AS1)SCORE

HIGH WIND ZONESINGLE STORYROOF TO WALL INTERSECTION FULLY EXPOSED0-100mm FOR SINGLE STORYCOMPLEX & MULTIPLE CLADDING TYPESNO DECK

003530

11

Job Title

80 Mutu StreetTe Awamutu

Proposed Church & Community CentrePlot Date

Richard Wendt

Scale Drawing Number

Drawing Title

1:100 on A3 A07

COPYRIGHT: NO PARTOF THIS DESIGN OR

PUBLICATION MAY BEREPRODUCED

WHOLLY OR IN PARTWITHOUT PERMISSION

OF CORESTEELBUILDINGS.

1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!

Architectural DraftspersonPlan No:

31/10/2019

Cross Sections AA & BBCRS007

Roof Pitch 8°

Roof Pitch 5° Roof Pitch 5°

3,443

3,724

3,290

5,4754,237

3,455

54.40mFFL

AUDITORIUMENTRY FOYER

SELECTED 175 BOX SECTION GUTTERWITH 19,250mm2 CROSS SECTIONAL AREA

10 SERIES CONCRETE BLOCKLAID STACK BOND OVERDRAINED & VENTED CAVITY

0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO

MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER

THERMAKRAFT COVERTEK 407 UNDERLAY

COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN

13mm GIB TO CEILING OVER GIB RONDO BATTENS @ 600 CRSMAX. R3.2 BATTS INSULATIONS OVER RONDO BATTENS. FOR

TYPE OF GIB TO BE USED, REFER TO SCHEDULE OF FINISHES

SELECTED DOUBLEGLAZED POWDERCOATED

ALUMINIUM JOINERY

CONCRETE SLAB WITH MESH REINFORCING OVERSAND BINDING. REFER TO ENGINEERED DESIGN.

FINISHED FLOOR LEVEL TO BE RL54.40m

R2.2 WALL INSULATIONTO EXTERNAL WALLS

HORIZONTAL JAMES HARDIE LINEAOBLIQUE WEATHERBOARD OVER

DARINED AND VENTED CAVITY

OUTLINE OF 425x130 HYNE17C BEAM TO SUPPORTTRANS PANEL DOORS

Roof Pitch 8°

Roof Pitch 5°

3,009

54.40mFFL

2,755

3,055

2,755

SELECTED 175 BOX SECTIONGUTTER WITH 19,250mm2CROSS SECTIONAL AREA

10 SERIES CONCRETE BLOCKLAID STACK BOND OVERDRAINED & VENTED CAVITY

0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO

MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER

THERMAKRAFT COVERTEK 407 UNDERLAY

COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN

13mm GIB TO CEILING OVER GIB RONDO BATTENS@ 600 CRS MAX. R3.2 BATTS INSULATIONS OVER

RONDO BATTENS. FOR TYPE OF GIB TO BE USED,REFER TO SCHEDULE OF FINISHES

SELECTED DOUBLEGLAZED POWDERCOATEDALUMINIUM JOINERY

R2.2 WALL INSULATIONTO EXTERNAL WALLS

HORIZONTAL JAMES HARDIE LINEAOBLIQUE WEATHERBOARD OVER

DARINED AND VENTED CAVITY

LIGHTHOUSE PASSAGE PASSAGE

CONCRETE SLAB WITH MESH REINFORCING OVERSAND BINDING. REFER TO ENGINEERED DESIGN.

FINISHED FLOOR LEVEL TO BE RL54.40m

OUTLINE OF 425x130 HYNE17C BEAM TO SUPPORT

TRANS PANEL DOORS

Section AA

Section BB

Job Title

80 Mutu StreetTe Awamutu

Proposed Church & Community CentrePlot Date

Richard Wendt

Scale Drawing Number

Drawing Title

1:100 on A3 A08

COPYRIGHT: NO PARTOF THIS DESIGN OR

PUBLICATION MAY BEREPRODUCED

WHOLLY OR IN PARTWITHOUT PERMISSION

OF CORESTEELBUILDINGS.

1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!

Architectural DraftspersonPlan No:

31/10/2019

Cross Sections CC & DDCRS007

54.40mFFL

0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO

MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER

THERMAKRAFT COVERTEK 407 UNDERLAY

13mm GIB TO CEILING OVER GIB RONDOBATTENS @ 600 CRS MAX. R3.2 BATTSINSULATIONS OVER RONDO BATTENS.FOR TYPE OF GIB TO BE USED, REFER

TO SCHEDULE OF FINISHESENGINEERED TILT

PANELS, REFER TODESIGN BY OTHERS

CONCRETE SLAB WITH MESHREINFORCING OVER SAND

BINDING. REFER TO ENGINEEREDDESIGN. FINISHED FLOOR LEVEL

TO BE RL54.40m

3,05

5

54.40mFFL

+400FFL20 SERIES CONCRETE BLOCKLAID STACK BOND OVERDRAINED & VENTED CAVITY

COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN

SELECTED DOUBLEGLAZED POWDERCOATEDALUMINIUM JOINERY

R2.2 WALL INSULATIONTO EXTERNAL WALLS

140x45 SG8 DIAGONAL BRACE TOSUPPORT LINTELS ABOVE TRANS-SPACEDOORS. FIX DIAGONAL BRACE TO LINTELWITH 2/CPC80's AND TO STEEL ROOFPURLINS WITH 6/WURTH WING PAIS

Roof Pitch 8°

Roof Pitch 5°

2,755

3,443

3,853

4,278

3,009

5,410

54.40mFFL54.40mFFL

SELECTED 175 BOX SECTIONGUTTER WITH 19,250mm2CROSS SECTIONAL AREA

10 SERIES CONCRETE BLOCKLAID STACK BOND OVER

DRAINED & VENTED CAVITY

0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO

MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER

THERMAKRAFT COVERTEK 407 UNDERLAY

COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN

13mm GIB TO CEILING OVER GIB RONDO BATTENS@ 600 CRS MAX. R3.2 BATTS INSULATIONS OVER

RONDO BATTENS. FOR TYPE OF GIB TO BE USED,REFER TO SCHEDULE OF FINISHES

SELECTED DOUBLEGLAZED POWDERCOATED

ALUMINIUM JOINERY

R2.2 WALL INSULATIONTO EXTERNAL WALLS

HORIZONTAL JAMES HARDIE LINEAOBLIQUE WEATHERBOARD OVERDARINED AND VENTED CAVITY

HUB KITCHEN HALL

CONCRETE SLAB WITH MESH REINFORCING OVERSAND BINDING. REFER TO ENGINEERED DESIGN.

FINISHED FLOOR LEVEL TO BE RL54.40mSPRUNG FLOOR OVER CONCRET SLAB. REBATESLAB BY 75mm TO ACCOMDATE SPRUNG FLOOR

Section DD

Section CC

Job Title

80 Mutu StreetTe Awamutu

Proposed Church & Community CentrePlot Date

Richard Wendt

Scale Drawing Number

Drawing Title

1:200 on A3 A16

COPYRIGHT: NO PARTOF THIS DESIGN OR

PUBLICATION MAY BEREPRODUCED

WHOLLY OR IN PARTWITHOUT PERMISSION

OF CORESTEELBUILDINGS.

1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!

Architectural DraftspersonPlan No:

31/10/2019

Furniture PlanCRS007

OV

DW

FRGFRZ

HW

HW

PIE WRMR

M'W

AVE

FRG

CUBICLE PARTITIONWALLS TO TOILETSCUBICLE PARTITIONWALLS TO TOILETS

TA Presbyterian Church Committee 31.10.2019A01 Site PlanA04 Proposed Floor PlanA06 ElevationsA07 Cross Sections AA & BBA08 Cross Sections CC & DDA16 Furniture Plan