Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

1:200 @ A1

BU

ILD

ING

CO

NS

EN

T I

SS

UE

G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A02

18/11/16

18/11/16

P R O P O S E D S IT E PL A N

1

2

BC issue

WT/ZTA

1 32 5 7

A A

B B

C C

F F

G G

H H

E E

D D

64

X X

1 32 5 764

6,600 23,400 6,500 14,505 6,500 14,50530,000 21,005 21,005

15,0

006,

500

7,00

010

,165

7,00

06,

500

15,0

00

21,5

0024

,165

21,5

0022

5

150

439

8,692

6,276

5,664

3,542

3,023

72,010

4,019

225

1,52

5

2,804 6,600 23,400 6,500 14,505 6,500 14,505 15030,000 21,005 21,005

72,010

AR

TH

UR

PO

RT

ER

DR

IV

E

c a no p y

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15

31 30 29 28 27 26 24

16

25

18 19 20

21

17

c a no p yc a no p y

2223323334353637383940

31.0

31.0 31.0

32.0 32.0

32.0

32.0

32.0

32.0

32.0

32.0

30.6

30.630.8

30.8

31.2

31.2 31.2

31.4

31.4

31.4

31.6

31.6

31.6

31.8

31.8

31.8

31.8

32.2

32.2

32.2

32.2

32.2

32.2

c a no p yc a no p yc a no p y

s ite s ign

f orecour t

D01A32

31.9031.57

32.0232.02

32.02 32.02 32.02 32.02

31.90 32.0032.00 31.90NK

31.95

31.85

32.00 31.90

32.00

31.90

32.02 32.02

NK NK NK31.90 32.0031.92

31.82

32.00 31.93 31.95

32.0032.0232.02

32.00

31.95

31.85

31.90

32.0232.00

31.90NK

32.00

31.90 31.90

32.0232.00

32.0232.00

31.90 31.92

32.0032.02

NK NK NK

32.0232.00

31.9531.93

31.65

31.60

EXISTINGSWMH

EXISTING SSMH

31.94

31.87

31.94

31.75

SW 300 Ø

BURIED STORMWATER DETENTION AREARL 30.90

SW 225 Ø

SW 225 Ø

SS 100 Ø

SS 100 Ø

CONNECT TO EXISTINGSW PIPE IN WINGWALL

SW 2

25 Ø

31.60

NEW CP NEW CPNEW CP

31.67 31.78

31.85

SS L

INE

1

SS L

INE

2

DP

DP

DPDP

DP

DPDP

DP

DP

DP

DP

DP

DP

DPDP

DP

DPDP

DP

DP

EXISTINGSSMH

DP

2 storeyoffice

49 m2 +

2 storeyoffice

49 m2 +

2 storeyoffice

49 m2 +

2 storeyoffice

49 m2 +

PROPERTY INFORMATION:

Subdivision:Te Rapa Gateway Industrial Park, Hamilton

Infrastructure:Lot 15, Arthur Porter Drivesite area: 2755m2

Lot 16, Arthur Porter Drivesite area: 2509m2

total area: 5264m2

COVERAGE SUMMARY:

total build: 3150m2 / 60% canopies: 186m2

soft landscape: 454m2 / 9% hard landscape: 202m2 / 3% landscape total: 656m2

impermeable: 1458m2 / 28%(vehicle circulation)

site contours existing SW line existing SS line proposed SW line proposed SS line

NOTE:refer to civil engineers documentation for all sitelevels, civil design, and information beyond theline of the buildings.all concrete party walls to be a minimum 150mmoff the legal boundary.

warehouse411 m2

warehouse 409 m2

warehouse600 m2

2 storeyoffice

57 m2 +43 m2

43 m2

2 storeyoffice

57 m2 +42 m2 42 m2

42 m2 42 m2

warehouse 409 m2

warehouse602 m2

warehouse409 m2

01 02 03

05 04

RD 4.2W x 4.8H

RD 4.2W x 4.8H

06

RD 4.2W x 4.8H

RD 4.2W x 4.8H

RD 4.2W x 4.8H

RD 4.2W x 4.8H

BDY 227°27'00" 80.86m

BDY 47°40'00" 74 .97m

BD

Y 1

37°4

0' 3

4 .94

m

BD

Y 132°17 ' 34 .78m

BD

Y 133°06 ' 33.00m

BDY 227°40'00" 77.60m

BD

Y 1

37°4

0' 3

2.90

m

F.F.L 3 2 .17 F.F.L 3 2 .17 F.F.L 3 2 .17

F.F.L 3 2 .17 F.F.L 3 2 .17 F.F.L 3 2 .17

SCALE 1:200 @ A1PROPOSED SITE PLAN

Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

1:200 @ A1

BU

ILD

ING

CO

NS

EN

T I

SS

UE

G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A05

18/11/16

18/11/16

P R O P O S E D O V E R A L LG R O U N D F L O O R PL A N

1

2

BC issue

WT/ZTA

UP

123456789101112

13

14 15 16 17 18 19

UP

123456789101112

13

14 15 16 17 18 19

UP

123456789101112

13141516171819

UP

123456789101112

13

141516171819

UP

123456789101112

13 14 15 16 17 18 19

UP

123456789101112

13 14 15 16 17 18 19

1 32 5 7

A A

B B

C C

F F

G G

H H

E E

D D

64

X X

1 32 5 764

67,1

65

21,5

00

30,000 21,005 21,0056,600 23,400 6,500 14,505 6,500 14,505

6,50

015

,000

21,5

00

15,0

006,

500

8,692 150

439

225

169

6,600 23,400 6,500 14,505 6,500 14,50530,000 21,005 21,0052,804 150

S02A18

S01A18

S03A19

S04A19

S05A20

S05A20

S06A20

S06A20

S13#LayID

E05A16

E06A16

E04A16

E07A33

AR

TH

UR

PO

RT

ER

DR

IV

E

RD 4.2W x 4.8H

S S S

war ehouseF.F.L 3 2 .17

RD 4.2W x 4.8H

S S S

war ehouse war ehouse war ehouse

off ice of f ice of f ice

of f ice of f ice of f ice

RD 4.2W x 4.8H RD 4.2W x 4.8H

RD 4.2W x 4.8H RD 4.2W x 4.8H

war ehouseF.F.L 3 2 .17

war ehouseF.F.L 3 2 .17

F.F.L 3 2 .17 F.F.L 3 2 .17 F.F.L 3 2 .17

c a no p yc a no p yc a no p y

c a no p yc a no p y c a no p y

S

NOTE:

all water check meters to be locatedwithin garden berms out front ofbuilding.

all pedestrian pathways accross theroller door entry access are to complywith NZBC D1/AS1 and provide amaximum 20mm change in finishedpaving level.

fall all warehouse entry thresholds1:50 away from building. ensure allslab rebates allow for all door +window thresholds.

all concrete party walls to be aminimum 150mm off the legalboundary.

refer civil engineers designdocumentation for all informationbeyond the external line of thebuildings.

all external pathways and transitionsto comply with nzbc d1/as1

site s ign

D//A//

B01A07

B02A08

B03A09

B06A12

B05A11

B04A10

E02A15

E03A15

E01A15

BDY 227°27'00" 80.86m

BDY 47°40'00" 74 .97m

BD

Y 1

37°4

0' 3

4 .94

m

BD

Y 132°17 ' 34 .78m

BD

Y 133°06 ' 33.00m

BDY 227°40'00" 77.60m

BD

Y 1

37°4

0' 3

2.90

m

GROUND FLOOR GIA SUMMARY:

BUILDING 01warehouse 587.5 m2office 23 m2facilities + stair 18.5 m2

BUILDING 02warehouse 399.5 m2office 23 m2facilities + stair 18.5 m2

BUILDING 03warehouse 399.5 m2office 23 m2facilities + stair 18.5 m2

BUILDING 04warehouse 399.5 m2office 23 m2facilities + stair 18.5 m2

BUILDING 05warehouse 399.5 m2office 23 m2facilities + stair 18.5 m2

BUILDING 06warehouse 587.5 m2office 23 m2facilities + stair 18.5 m2

01 02 03

05 0406

SCALE 1:200 @ A1PROPOSED OVERALL GROUND FLOOR PLAN

Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

1:200 @ A1

BU

ILD

ING

CO

NS

EN

T I

SS

UE

G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A06

18/11/16

18/11/16

P R O P O S E D O V E R A L LF IR S T F L O O R PL A N

1

2

BC issue

WT/ZTA

UP

123456789101112

13

14 15 16 17 18 19

UP

123456789101112

13

14 15 16 17 18 19

UP

123456789101112

13141516171819

UP

123456789101112

13

141516171819

UP

123456789101112

13 14 15 16 17 18 19

UP

123456789101112

13 14 15 16 17 18 19

1 32 5 7

A A

B B

C C

F F

G G

H H

E E

D D

64

X X

1 32 5 764

S02A18

S01A18

S03A19

S04A19

S05A20

S05A20

S06A20

S06A20

S13#LayID

E05A16

E06A16

E04A16

67,1

65

21,5

00

30,000 21,005 21,005

6,600 23,400 6,500 14,505 6,500 14,505

6,50

015

,000

21,5

00

15,0

006,

500

150

225

439

1508,692

6,600 23,400 6,500 14,505 6,500 14,505

30,000 21,005 21,005

warehouse warehouse

off iceF.F.L 35.47

warehouse

warehouse warehouse warehouse

AR

TH

UR

PO

RT

ER

DR

IV

E

off iceF.F.L 35.47

off iceF.F.L 35.47

off iceF.F.L 35.47

off iceF.F.L 35.47

off iceF.F.L 35.47

c a no p yc a no p yc a no p y

c a no p yc a no p y c a no p yB01A07

B02A08

B03A09

B06A12

B05A11

B04A10

E02A15

E03A15

E01A15

01 02 03

05 0406

BDY 227°27'00" 80.86m

BDY 47°40'00" 74 .97m

BD

Y 1

37°4

0' 3

4 .94

mBD

Y 132°17 ' 34 .78m

BD

Y 133°06 ' 33.00m

BDY 227°40'00" 77.60m

BD

Y 1

37°4

0' 3

2.90

m

FIRST FLOOR GIA SUMMARY:

BUILDING 01office 47.5 m2stairs 7.5 m2

BUILDING 02office 40 m2stairs 7.5 m2

BUILDING 03office 40 m2stairs 7.5 m2

BUILDING 04office 40 m2stairs 7.5 m2

BUILDING 05office 40 m2stairs 7.5 m2

BUILDING 06office 47.5 m2stairs 7.5 m2

SCALE 1:200 @ A1PROPOSED OVERALL FIRST FLOOR PLAN

Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

1:125 @ A1

BU

ILD

ING

CO

NS

EN

T I

SS

UE

G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A15

18/11/16

18/11/16

P R O P O S E DEL EV A T IONS

1

2

BC issue

WT/ZTA

01

08

01

08

15,000 6,500 7,000 0 5,082 5,083 0 7,000 6,500 15,000

R O O F P IT C H 3.5º R O O F P IT C H 3.5º

F.F.L 32.17

F.F.L 35.47

W01WT07

W06

W07

WT07

W19WT08 WT08

A B C D X E F G H

2,60

02,

600

5,90

08,

450

S06A20

S05A20

E01 S O UT H EL EV A T IONA 04 A R T HUR P O R T E R D R IV E - S T RE E T V IE W

WT05

RT01

WT06

WT01

RT05RT03

RT02

RT03

RT01

WT05 WT06

WT01

RT05RT03

RT02

RT03

8,45

0

6,865 7,425 215 6,500 75 6,790 7,425 215 6,500 75 7,500 7,425 7,425 975 6,600

F.F.L 32.17

WT01 WT05

RT01

7 6 5 4 3 2 1S01A18

S02A18

S03A19

S04A19

B U I L D I N G 0 1B U I L D I N G 0 2B U I L D I N G 0 3

E02 W E S T EL EV A T IONA 0 4

2,60

02,

600

5,90

08,

450

R O O F P IT C H 3.5º R O O F P IT C H 3.5º

F.F.L 32.17

F.F.L 35.47

BH G F E X D C AS05A20

S06A20

E03 NO R T H EL EV A T IONA 0 4

WT01

RT05RT03

RT02

RT03

WT01

RT05RT03

RT02

RT03

m a i n n o t e sroof:

Roof: 0.55 BMT Dimond BB900 profiledCOLORSTEEL roofing with ENDURA finish overselected THERMAKRAFT roofing underlay oversafety mesh on roof structure. Office roof cavityinsulated with AUTEX greenstuf insulation toachieve min. R3.0

External gutter: 0.55 BMT box gutter withCOLORSTEEL ENDURA finish fixed with hiddenbrackets to manufacturers specification.

Parapet / apron roof flashings: 0.55 BMT machinefolded flashings with COLORSTEEL ENDURAfinish.

Warehouse roof skylight: AMPELITE SLtranslucent sheet roofing to match profile of rooffixed over THERMKRAFT safety mesh on roofstructure - to provide 15% daylighting towarehouse space.

Canopy roof: 0.55 BMT Dimond BB900 profiledCOLORSTEEL roofing with ENDURA finish overroof structure and to underside of soffit to providebird proofing.

ceiling:

Internal office ceiling: USG DONN DX suspendedceiling grid system with selected 1200x600mineral fibre ceiling tiles SLT edged.

Internal ceiling: 13mm GIB AQUALINE ceilinglining fixed to ex75x40mm SG8 timber battens at600 centres to timber frame.

Underside of stairs: 16mm GIB FYRLINE lining tounderside of timber stair structure in accordancewith GIB spec - GBFC60. FR 60/60/60 fire ratedlining to extend through to fire rated wall structure

walls:

150mm FR 180/180/180 thick pre-cast concretepanel walls - refer structural and fire engineersdocumentation. 

office fire walls: FR 60/60/60 ex100x50 SG8 wallframing with studs at 300 centres lined with10mm GIB FYRLINE lining to both sides inaccordance with GIB specification - GBTL60.Walls to extend to underside of roof above.

external walls: FR 60/60/60 ex150x50 SG8 wallframing with studs at 600 centres lined with10mm GIB FYRLINE to inside in accordance withGIB specification - GBTL60. Walls to extend tounderside of roof above.

Internal walls: ex100x50 SG8 wall framing withstuds at 600 centres lined with 10mm standardGIB board lining to interior. 10mm GIB AQUALINEto be used in wet areas. Where vinyl is continuedup wall WPS water proofing membrane to beused in strict accordance with manufacturersspecification. Face of office walls to warehousefinished with 9.5mm selected plywood to a heightof 2.4m above finished floor level.

Office cladding: METALCRAFT KAHU claddingwith COLORSTEEL ENDURA finish fixedhorizontally over 20mm cavity battens overTHERMKRAFT building wrap on ex150x50 SG8wall framing with studs at 600 centres. Insulatedcavity with AUTEX insulation min R2.5

Warehouse wall cladding: METALCRAFTKAHU cladding with COLORSTEEL ENDURAfinish fixed vertically over 20mm cavity battensover THERMAKRAFT building wrap on precastconcrete panel walls. 

Joinery: VANTAGE external window 135FLUSHGLAZE suite in seismic frames withpowder coated finish.

Joinery: VANTAGE 40 external window METROsuite with powder coated finish.

Roller door: METALBILT motorised roller shutterdoor powder coated finish on windsocks all withmetal chain and manual back-up.

Mesh screens: selected architectural mesh panelswith selected powdercoat finish. refer structuralengineers documentation for all fixings andstructural information.

Internal strapped walls: ex50x50 SG8 timberstrapping at 600 centres with 10mm standardGIB board lining to interior. 10mm GIB AQUALINEto be used in wet areas. AUTEX batt insulation toprovide min. R2.5

floors:

Warehouse floor: 150mm thick reinforcedconcrete slab foundation on DPM and sandblinding on minimum 150mm thick compactedhard fill - refer structural engineers documentationfor all structural information.

Office ground floor: 150mm thick reinforcedconcrete slab foundation on DPM and sandblinding on minimum 150mm thick compactedhard fill - refer structural engineer.

Office first floor: FRR 60/60/60 150mm thickXLAM CL5/150 cross-laminated timber flooring -refer structural engineer.

Selected commercial grade vinyl flooring overWPS water proofing membrane in strictaccordance with manufacturers specification.

structural:

Structural framing - refer structural engineerdocumentation for all structural detail.

note:

All materials, fittings, fixtures, and finishes to beestablished in strict accordance withmanufactures specification.

This architectural documentation is to be read in conjunction with all engineering designdocumentation and reports. Refer all engineeringinformation for all engineering requirements.

fire design requirements:

All precast concrete panel walls to provide FR 180/180/180 (150 thick). Ground floor officeto be fire rated and separate to the first floor firecell - all fire rated FR 60/60/60. All supportingstructure, stairs and underside of floors to be firerated FR 60/60/60.

FD = fire door. Refer fire report for all fire designrequirements.

Window joinery - Refer D & W schedule

Refer finishes plans for floor, wall & ceiling finishes

ST01

WT02

CT01

FT01

WT03

WT04

WT06

RT03

WT07

WT08

WT05

RT04

RT02

RT01

WT01

FT02

CT03

FT03

CT02

RT05

FT04

WT09

FD

03

WT10

WT11

RISK FACTOR LOW MED HIGH VERY-HIGH SUB TOTALwind zone 0 0 0 1 2 0number of storeys 0 1 1 2 4 1roof/wall intersection 0 1 1 3 5 1eaves width 0 1 2 5 5 5envelope complexity 0 0 1 3 6 0deck design 0 0 2 4 6 0

TOTAL RISK FACTOR: 7

Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

1:125 @ A1

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G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A16

18/11/16

18/11/16

P R O P O S E DEL EV A T IONS

1

2

BC issue

WT/ZTA

1 2 3 4 5 6 7

8,450

6,600 23,400 6,500 14,500 6,500 14,500

F.F.L 32.17

WT01WT05

RT01

E04 E A S T EL EV A T IONA 0 4

B U I L D I N G 0 4B U I L D I N G 0 5B U I L D I N G 0 6

1,275245

1,275245F.F.L 32.17

F.F.L 35.47

WT01UNIT 01

W08

D07

D08 UNIT 02

W10

WT01

D16

D15 UNIT 03

W12

WT01

D24

D23FAP 02 FAP 03FAP 01

1,175245

WT08

1 2 3 4 5 6 7

8,450

1,500 350

1,500 350

1,500 350

6,600 23,400 6,500 14,505 6,500 14,505

S01A18

S02A18

S03A19

S04A19

B U I L D I N G 0 1 B U I L D I N G 0 2 B U I L D I N G 0 3

WT05

RT01

WT06

RT03

RT02

WT07

WT09

RT01

WT05 WT06

RT03

RT02

WT08

WT07

WT09

RT01

WT05 WT06

RT03

RT02

WT08

WT07

WT09

E05 INT E R NA L E A S T EL EV A T IONA 0 4

F.F.L 32.17

F.F.L 35.47

WT01 UNIT 06

W18

D42

D41UNIT 05

W16

WT01

D33

D34UNIT 04

W14

WT01

D25

D26FAP 05FAP 04 FAP 06

2451,175

WT08

7 6 5 4 3 2 1

8,450

1,500350

1,500350

14,505 6,500 14,505 6,500 23,400 6,600

1,500350

3451,225

3451,230

B U I L D I N G 0 4 B U I L D I N G 0 5 B U I L D I N G 0 6

WT05

RT01

WT06

RT03

RT02

WT07

WT09

RT01

WT05WT06

RT03

RT02

WT08

WT07

WT09

RT01

WT05WT06

RT03

RT02

WT08

WT07

WT09

E06 INT E R NA L W E S T EL EV A T IONA 0 4

m a i n n o t e sroof:

Roof: 0.55 BMT Dimond BB900 profiledCOLORSTEEL roofing with ENDURA finish overselected THERMAKRAFT roofing underlay oversafety mesh on roof structure. Office roof cavityinsulated with AUTEX greenstuf insulation toachieve min. R3.0

External gutter: 0.55 BMT box gutter withCOLORSTEEL ENDURA finish fixed with hiddenbrackets to manufacturers specification.

Parapet / apron roof flashings: 0.55 BMT machinefolded flashings with COLORSTEEL ENDURAfinish.

Warehouse roof skylight: AMPELITE SLtranslucent sheet roofing to match profile of rooffixed over THERMKRAFT safety mesh on roofstructure - to provide 15% daylighting towarehouse space.

Canopy roof: 0.55 BMT Dimond BB900 profiledCOLORSTEEL roofing with ENDURA finish overroof structure and to underside of soffit to providebird proofing.

ceiling:

Internal office ceiling: USG DONN DX suspendedceiling grid system with selected 1200x600mineral fibre ceiling tiles SLT edged.

Internal ceiling: 13mm GIB AQUALINE ceilinglining fixed to ex75x40mm SG8 timber battens at600 centres to timber frame.

Underside of stairs: 16mm GIB FYRLINE lining tounderside of timber stair structure in accordancewith GIB spec - GBFC60. FR 60/60/60 fire ratedlining to extend through to fire rated wall structure

walls:

150mm FR 180/180/180 thick pre-cast concretepanel walls - refer structural and fire engineersdocumentation. 

office fire walls: FR 60/60/60 ex100x50 SG8 wallframing with studs at 300 centres lined with10mm GIB FYRLINE lining to both sides inaccordance with GIB specification - GBTL60.Walls to extend to underside of roof above.

external walls: FR 60/60/60 ex150x50 SG8 wallframing with studs at 600 centres lined with10mm GIB FYRLINE to inside in accordance withGIB specification - GBTL60. Walls to extend tounderside of roof above.

Internal walls: ex100x50 SG8 wall framing withstuds at 600 centres lined with 10mm standardGIB board lining to interior. 10mm GIB AQUALINEto be used in wet areas. Where vinyl is continuedup wall WPS water proofing membrane to beused in strict accordance with manufacturersspecification. Face of office walls to warehousefinished with 9.5mm selected plywood to a heightof 2.4m above finished floor level.

Office cladding: METALCRAFT KAHU claddingwith COLORSTEEL ENDURA finish fixedhorizontally over 20mm cavity battens overTHERMKRAFT building wrap on ex150x50 SG8wall framing with studs at 600 centres. Insulatedcavity with AUTEX insulation min R2.5

Warehouse wall cladding: METALCRAFTKAHU cladding with COLORSTEEL ENDURAfinish fixed vertically over 20mm cavity battensover THERMAKRAFT building wrap on precastconcrete panel walls. 

Joinery: VANTAGE external window 135FLUSHGLAZE suite in seismic frames withpowder coated finish.

Joinery: VANTAGE 40 external window METROsuite with powder coated finish.

Roller door: METALBILT motorised roller shutterdoor powder coated finish on windsocks all withmetal chain and manual back-up.

Mesh screens: selected architectural mesh panelswith selected powdercoat finish. refer structuralengineers documentation for all fixings andstructural information.

Internal strapped walls: ex50x50 SG8 timberstrapping at 600 centres with 10mm standardGIB board lining to interior. 10mm GIB AQUALINEto be used in wet areas. AUTEX batt insulation toprovide min. R2.5

floors:

Warehouse floor: 150mm thick reinforcedconcrete slab foundation on DPM and sandblinding on minimum 150mm thick compactedhard fill - refer structural engineers documentationfor all structural information.

Office ground floor: 150mm thick reinforcedconcrete slab foundation on DPM and sandblinding on minimum 150mm thick compactedhard fill - refer structural engineer.

Office first floor: FRR 60/60/60 150mm thickXLAM CL5/150 cross-laminated timber flooring -refer structural engineer.

Selected commercial grade vinyl flooring overWPS water proofing membrane in strictaccordance with manufacturers specification.

structural:

Structural framing - refer structural engineerdocumentation for all structural detail.

note:

All materials, fittings, fixtures, and finishes to beestablished in strict accordance withmanufactures specification.

This architectural documentation is to be read in conjunction with all engineering designdocumentation and reports. Refer all engineeringinformation for all engineering requirements.

fire design requirements:

All precast concrete panel walls to provide FR 180/180/180 (150 thick). Ground floor officeto be fire rated and separate to the first floor firecell - all fire rated FR 60/60/60. All supportingstructure, stairs and underside of floors to be firerated FR 60/60/60.

FD = fire door. Refer fire report for all fire designrequirements.

Window joinery - Refer D & W schedule

Refer finishes plans for floor, wall & ceiling finishes

ST01

WT02

CT01

FT01

WT03

WT04

WT06

RT03

WT07

WT08

WT05

RT04

RT02

RT01

WT01

FT02

CT03

FT03

CT02

RT05

FT04

WT09

FD

03

WT10

WT11

RISK FACTOR LOW MED HIGH VERY-HIGH SUB TOTALwind zone 0 0 0 1 2 0number of storeys 0 1 1 2 4 1roof/wall intersection 0 1 1 3 5 1eaves width 0 1 2 5 5 5envelope complexity 0 0 1 3 6 0deck design 0 0 2 4 6 0

TOTAL RISK FACTOR: 7

Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

1:50, 1:125 @ A1

BU

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G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A17

18/11/16

18/11/16

P R O P O S E DEL EV A T IONS W IT HS C R E E N S

1

2

BC issue

WT/ZTA

1,275245

1,275245F.F.L 32.17

F.F.L 35.47

WT01UNIT 01

W08

D07

D08 UNIT 02

W10

WT01

D16

D15 UNIT 03

W12

WT01

D24

D23FAP 02 FAP 03FAP 01

1,175245

WT08

1 2 3 4 5 6 7

8,45

0

1,50

0 350

1,50

0 350

1,50

0 350

6,600 23,400 6,500 14,505 6,500 14,505

S01A18

S02A18

S03A19

S04A19

B U I L D I N G 0 1 B U I L D I N G 0 2 B U I L D I N G 0 3

WT05

RT01

WT06

RT03

RT02

WT07

WT09

RT01

WT05 WT06

RT03

RT02

WT08

WT07

WT09

RT01

WT05 WT06

RT03

RT02

WT08

WT07

WT09

E05aA34

WT10

E05 INT E R NA L E A S T EL EV A T IONA 0 4

F.F.L 32.17

F.F.L 35.47

WT01 UNIT 06

W18

D42

D41UNIT 05

W16

WT01

D33

D34UNIT 04

W14

WT01

D25

D26FAP 05FAP 04 FAP 06

2451,175

WT08

7 6 5 4 3 2 1

8,45

0

1,50

0350

1,50

0350

14,505 6,500 14,505 6,500 23,400 6,600

1,50

0350

3451,225

3451,230

B U I L D I N G 0 4 B U I L D I N G 0 5 B U I L D I N G 0 6

WT05

RT01

WT06

RT03

RT02

WT07

WT09

RT01

WT05WT06

RT03

RT02

WT08

WT07

WT09

RT01

WT05WT06

RT03

RT02

WT08

WT07

WT09

E06aA34

WT10

E06 INT E R NA L W E S T EL EV A T IONA 0 4

01

08

01

08

15,000 6,500 7,000 0 5,082 5,083 0 7,000 6,500 15,000

R O O F P IT C H 3.5º R O O F P IT C H 3.5º

F.F.L 32.17

F.F.L 35.47

W01WT07

W06

W07

WT07

W19WT08 WT08

A B C D X E F G H

2,60

02,

600

5,90

08,

450

S06A20

S05A20

E01 S O UT H EL EV A T IONA 04 A R T HUR P O R T E R D R IV E - S T RE E T V IE W

WT05

RT01

WT06

WT01

RT05RT03

RT02

RT03

RT01

WT05 WT06

WT01

RT05RT03

RT02

RT03

E01aA34

E01bA34

WT10 WT10

m a i n n o t e sroof:

Roof: 0.55 BMT Dimond BB900 profiledCOLORSTEEL roofing with ENDURA finish overselected THERMAKRAFT roofing underlay oversafety mesh on roof structure. Office roof cavityinsulated with AUTEX greenstuf insulation toachieve min. R3.0

External gutter: 0.55 BMT box gutter withCOLORSTEEL ENDURA finish fixed with hiddenbrackets to manufacturers specification.

Parapet / apron roof flashings: 0.55 BMT machinefolded flashings with COLORSTEEL ENDURAfinish.

Warehouse roof skylight: AMPELITE SLtranslucent sheet roofing to match profile of rooffixed over THERMKRAFT safety mesh on roofstructure - to provide 15% daylighting towarehouse space.

Canopy roof: 0.55 BMT Dimond BB900 profiledCOLORSTEEL roofing with ENDURA finish overroof structure and to underside of soffit to providebird proofing.

ceiling:

Internal office ceiling: USG DONN DX suspendedceiling grid system with selected 1200x600mineral fibre ceiling tiles SLT edged.

Internal ceiling: 13mm GIB AQUALINE ceilinglining fixed to ex75x40mm SG8 timber battens at600 centres to timber frame.

Underside of stairs: 16mm GIB FYRLINE lining tounderside of timber stair structure in accordancewith GIB spec - GBFC60. FR 60/60/60 fire ratedlining to extend through to fire rated wall structure

walls:

150mm FR 180/180/180 thick pre-cast concretepanel walls - refer structural and fire engineersdocumentation. 

office fire walls: FR 60/60/60 ex100x50 SG8 wallframing with studs at 300 centres lined with10mm GIB FYRLINE lining to both sides inaccordance with GIB specification - GBTL60.Walls to extend to underside of roof above.

external walls: FR 60/60/60 ex150x50 SG8 wallframing with studs at 600 centres lined with10mm GIB FYRLINE to inside in accordance withGIB specification - GBTL60. Walls to extend tounderside of roof above.

Internal walls: ex100x50 SG8 wall framing withstuds at 600 centres lined with 10mm standardGIB board lining to interior. 10mm GIB AQUALINEto be used in wet areas. Where vinyl is continuedup wall WPS water proofing membrane to beused in strict accordance with manufacturersspecification. Face of office walls to warehousefinished with 9.5mm selected plywood to a heightof 2.4m above finished floor level.

Office cladding: METALCRAFT KAHU claddingwith COLORSTEEL ENDURA finish fixedhorizontally over 20mm cavity battens overTHERMKRAFT building wrap on ex150x50 SG8wall framing with studs at 600 centres. Insulatedcavity with AUTEX insulation min R2.5

Warehouse wall cladding: METALCRAFTKAHU cladding with COLORSTEEL ENDURAfinish fixed vertically over 20mm cavity battensover THERMAKRAFT building wrap on precastconcrete panel walls. 

Joinery: VANTAGE external window 135FLUSHGLAZE suite in seismic frames withpowder coated finish.

Joinery: VANTAGE 40 external window METROsuite with powder coated finish.

Roller door: METALBILT motorised roller shutterdoor powder coated finish on windsocks all withmetal chain and manual back-up.

Mesh screens: selected architectural mesh panelswith selected powdercoat finish. refer structuralengineers documentation for all fixings andstructural information.

Internal strapped walls: ex50x50 SG8 timberstrapping at 600 centres with 10mm standardGIB board lining to interior. 10mm GIB AQUALINEto be used in wet areas. AUTEX batt insulation toprovide min. R2.5

floors:

Warehouse floor: 150mm thick reinforcedconcrete slab foundation on DPM and sandblinding on minimum 150mm thick compactedhard fill - refer structural engineers documentationfor all structural information.

Office ground floor: 150mm thick reinforcedconcrete slab foundation on DPM and sandblinding on minimum 150mm thick compactedhard fill - refer structural engineer.

Office first floor: FRR 60/60/60 150mm thickXLAM CL5/150 cross-laminated timber flooring -refer structural engineer.

Selected commercial grade vinyl flooring overWPS water proofing membrane in strictaccordance with manufacturers specification.

structural:

Structural framing - refer structural engineerdocumentation for all structural detail.

note:

All materials, fittings, fixtures, and finishes to beestablished in strict accordance withmanufactures specification.

This architectural documentation is to be read in conjunction with all engineering designdocumentation and reports. Refer all engineeringinformation for all engineering requirements.

fire design requirements:

All precast concrete panel walls to provide FR 180/180/180 (150 thick). Ground floor officeto be fire rated and separate to the first floor firecell - all fire rated FR 60/60/60. All supportingstructure, stairs and underside of floors to be firerated FR 60/60/60.

FD = fire door. Refer fire report for all fire designrequirements.

Window joinery - Refer D & W schedule

Refer finishes plans for floor, wall & ceiling finishes

ST01

WT02

CT01

FT01

WT03

WT04

WT06

RT03

WT07

WT08

WT05

RT04

RT02

RT01

WT01

FT02

CT03

FT03

CT02

RT05

FT04

WT09

FD

03

WT10

WT11

Revision: Date:

NOTES:

Issue: Date:

Drawing No.

Drawing Name:

Consultant Team:

Job Title:

Drawn by: Date:

Revision: Scale:

NOTE:It is the responsibility of the contractor to verify all dimensions onsite prior to commencing all work. Do not scale off drawings.

The contractor is to ensure that all work complies with the NewZealand Building Code, all ammendments thereof and all relevantNew Zealand Standards.

All proprietry items and materials shall be fixed and applied in strictaccordance with manufacturers specifications.

TAYLORED architecture & environments Ltd under nocircumstances accepts responsibility for payment of any productsor services specified.

@ A1

BU

ILD

ING

CO

NS

EN

T I

SS

UE

G E N E R A L:

THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH THE SPECIFICATION AND ASSOCIATED CONSENTDRAWINGS INCLUDING RESOURCE CONSENT.

CONFIRM SET OUT AND DIMENSIONS ON SITE PRIORTO COMMENCING WORK OR MANUFACTURING ANY ORALL ITEMS AS DOCUMENTED.

AT ALL TIMES, CARE AND CONSIDERATION SHALL BEGIVEN TO ENSURE MINIMAL DISTURBANCE ANDCONVENIENCE TO ALL NEIGHBOURING PROPERTIESDURING EXCAVATION AND THROUGHOUT THE BUILDINGPROCESS.

ANY DISCREPENCIES BETWEEN DOCUMENTS MUSTBE BROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.

C O N S T R U C T I O N:

ENSURE APPROVED DPC IS USED BETWEEN ALL TIMBERFRAMING AND CONCRETE WORK.

ENSURE ALL FLASHINGS ARE FITTED FIRMLY OVER ROOFCLADDING AND ALUMINIUM JOINERY IN ACCORDANCEWITH NZBC: E2/AS1 - SITUATION 1

T A Y L O R E Darchitecture & env ir onments L td

www.tayloredstudio.co.nz +649 4185260private bag 93010 new lynn auckland 0600

NORT

H

client: Chalmers Property Groupsite: Te Rapa Industrial Park, Hamilton

Te R a pa De v e lopme nt

BC ISSUE

18/11/16

A35

18/11/16

18/11/16

3 D V IE W S

1

2

BC issue

WT/ZTA

T0424_TeRapa_181116A02 PROPOSED SITE PLANA05 PROPOSED OVERALL GROUND FLOOR PLANA06 PROPOSED OVERALL FIRST FLOOR PLANA15 PROPOSED ELEVATIONSA16 PROPOSED ELEVATIONSA17 PROPOSED ELEVATIONS WITH SCREENSA35 3D VIEWS