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
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
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
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
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