NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4...

15
architectural drawing index cover set plans set elevations set sections set details set interior elevation set schedules A1.0 A1.1 A1.2 A1.3 A2.1 A3.1 A3.2 A3.3 A4.1 A4.2 A4.3 A5.1 A7.1 A7.2 COVER + INDEX SITE & SLAB PLAN GROUND & FIRST FLOOR PLAN SECOND FLOOR & ROOF PLAN REFLECTED CEILING PLANS ELEVATIONS SECTIONS A & B SECTION C SECTIONS D & E DETAILS DETAILS DETAILS INTERIORS - BATHROOM DOOR & WINDOW SCHEDULE DOOR & WINDOW SCHEDULE NEW OFFICE BUILDING 307 DURHAM STREET 4643 file: BUILDING CONSENT ISSUE 14 Nov 2013 date:

Transcript of NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4...

Page 1: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

architectural drawing indexcover set

plans set

elevations set

sections set

details set

interior elevation set

schedules

A1.0A1.1A1.2A1.3

A2.1

A3.1A3.2A3.3

A4.1A4.2A4.3

A5.1

A7.1A7.2

COVER + INDEX

SITE & SLAB PLANGROUND & FIRST FLOOR PLANSECOND FLOOR & ROOF PLANREFLECTED CEILING PLANS

ELEVATIONS

SECTIONS A & BSECTION CSECTIONS D & E

DETAILSDETAILSDETAILS

INTERIORS - BATHROOM

DOOR & WINDOW SCHEDULEDOOR & WINDOW SCHEDULE

NE W OFF ICE BUIL D ING307 D UR HA M ST REET

4643file:

BUIL D ING C O NS E NT ISSUE14 Nov 2013date:

Page 2: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

SITE & SLAB PLAN15/03/2013

4643

TH

A1.0

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

14.04 m2

N1 3

C

A

22,695 BOUNDARY3,990

12,0

80 B

OUND

ARY

40,510 BOUNDARY

12,3

70 B

OUND

ARY

3,600 2,500 2,500 2,850

5,0

00

3,100 21,400 2,160 13,850

3,0

50

8,7

90

75

15

01

,80

0

6.73 m2

3 12

staff coveredcycle stand(5no. min)

visitorcycle stand(2no. min)

SCALE: 1:100proposed site plan

EXISTING MAGNOLIA TREE TO REMAIN,LOCATION TO BE CONFIRMED ONSITE

exis

ting

vehi

cle

cros

sing

EX. SEWER DRAIN

PRECAST CONCRETE COLUMN

FINAL LOCATION DETERMINEDBY DRAINAGE ENGINEER

du

rh

am

st

re

et

BUILDING SET OFF 75mm ATCLOSEST POINT

120/120/120 FFR WALLS TO BOTHNORTH & SOUTH BOUNDARIES

EXPOSED AGGREGATE PATH

EXPOSED AGGREGATE TO FALLSUP TO ENTRANCE DOORTHRESHOLD

H5 TREATED 200x200 TIMBERKERB AS TREE SURROUND

GALVANISED 3.5m LONG x 400mmHIGH BOUNDARY RAIL FROM 100mmPFC FOR PAINT FINISH

EXPOSEDAGGREGATE PATH

FALLSUMP

FALLFALL

FALL

FALL

ASPHALT TO CARPARKFALLS TO SUMP

FALL

FALL

g a r d e n b e d

ga

rd

en

be

d

BFPHT

BUC

rail 1 rail 2 rail 3

rail

4ra

il 5

CL

FALL

DP1

DP2

DP4

2

B

SITE AREA: 490.28 m2

252.64 m2

1.58 m2

ne w building

LIFT SUMP

BUILDING TO BE PARALLELAND OFF-SET 75mm FROMTHE SOUTH BOUNDARY

EDGE OF EXPOSED AGGREGATEPAVING 150mm OFF BOUNDARY

CRITICAL SET-OUT NOTE

DC

DC

DP3

EXPOSED AGGREGATE 50mm MESHREINFORCED PAVING

ASPHALTIC CONCRETE (HOTMIX)DRIVE AS SPECIFIED WITH 100x35H5 TREATED TIMBER EDGE ORCONCRETE KERB

site/ locat ion key

NEW BUILDING FOOTPRINT

EXISTING SITE LEVELS, AS PERSURVEYORS DOCUMENTATION

PROPOSED SLAB LEVEL, FINISHED HEIGHT

PROPOSED SITE LEVEL, FINISHED HEIGHT

1. REFER STRUCTURAL ENGINEER FORGEOTECH REPORT

2. REFER ENGINEERS DOCUMENTATION FORSITE SURVEY

3. TREES SHOWN SHALL REMAIN AND BEPROTECTED AS NECESSARY

4. STOCKPILE TOPSOIL AS DIRECTED ON SITE

5. REFER LANDSCAPE ARCHITECT FORPLANTING, SOFT LANDSCAPING ANDANCILLARY PAVING

6. REFER DRAINAGE/HYRAULIC ENGINEERSDOCUMENTS FOR ALL STORMWATER ANDSEWER DRAINAGE

7. REFER SITEWORK SPECIFICATION

site/ locat ion plan notes

SITE FENCE

BFP BACK FLOW PREVENTER, REFERHYDRAULIC/DRAINAGE ENGINEERDOCUMENTATION

BUC BUBBLE-UP CHAMBER, REFERHYDRAULIC/DRAINAGE ENGINEERDOCUMENTATION

HT HOSE TAP, REFER HYDRAULIC/DRAINAGEENGINEER DOCUMENTATION

0.00

0.00 FFL

0.00

property address: 307 DURHAM STREET,CHRISTCHURCH

legal description: LOT 1, DP 9537

property area: 491m²

site inf or mat ion

RAIL 1, RAIL 2, RAIL 3, RAIL 4, RAIL 5 (5 OFF)

3,500 200

60

01

50

40

0

40

0

400 700

100mm ZINC SPRAYED PFC RAILAND LEGS

MITRE AND WELD RAIL AND LEGS

400x700x600 CONCRETEFOOTING

APPROX. (C.O.S.)

400x400x600 CONCRETEFOOTING

NO.

HARDWARE

FINISH

CONSTRUCTION

NOTES

LOCATION SITE CARPARK

LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER,RAVEN THRESHOLD BAR FOR LEVEL THRESHOLD

RAILS 1-3 INSTALLED WITH TOES FACING CARPARK,RAILS 4-5 INSTALLED WITH TOES FACING STREET

ZINC SPRAYED

100mm PFC RAIL AND LEGS SET IN CONCRETE FOOTINGCHECK LEVELS ON SITE PRIOR TOFABRICATION

-- SCALE 1:50

b o u n d a r y r ail de t a i l

bo unda r y rail s c hedule

SL1:100,1:50@A21:200@A4

A 13/11/13 BUILDING CONSENT ISSUE

A

Page 3: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

GROUND & FIRST FLOORPLAN

15/03/2013

4643

TH

A1.1

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

GFA: 252 m2

N1 3

C

A

1234567

22,695 BOUNDARY3,990

12,0

80 B

OUND

ARY

40,510 BOUNDARY

12,3

70 B

OUND

ARY

2,400 3,600 2,500 2,500 2,8503,100 4,475 4,900 3,400 900 600 4,900 4,385

3,2

50

5,9

60

2,6

30

20

04

51

,11

09

01

,39

09

0

20

04

52

,59

09

08

,67

04

52

00

140 25 5,280 90 1,950 90 1,55045

200 1,775200

25 1,850 90 3,500 90 4,050 90 355 1,960

90 9,580 45 400

90 3,500 90

20

01

,60

02

,00

07

,04

08

00

20

0

30045

25 8,960 45300

45 11,435 45 400 1,960

20

02

,07

52

00

50

56

,25

02

,41

02

00

11

,84

0

3,100 21,400 2,160 13,850

3,0

50

8,7

90

75

1,5

00

3,5

00

1,800

FFL 15,560

AA3.1

AA3.1

CA3.2

CA3.2

EM CT

CT

V

V

W0.1

D0.

6

D0.

7

D0.5

D0.

2

W0.

3 W

0.2

D0.

3

D0.4

810

810

710

gr ound f loort enanc yent r ance

upper f loorst enanc yent r ance

SMOKE CURTAIN TO LIFT DOORS(TYPICAL)

650

STORE (UNDER STAIR)

exis

ting

vehi

cle

cros

sing

350 Ø PRECAST CONC COLUMN

800 x 400 PRECAST BUTTRESS

2000 x 400 PRECAST PANEL

CONC

BEA

M O

VER

SUNS

HADE

LOUV

RES

OVER

du

rh

am

st

re

et

SCALE: 1:100proposed gr ound f loor plan

BUILDING SET OFF 75mm ATCLOSEST POINT

lif t

t enancy 1

store(under )

120/120/120 FFR WALLS TO BOTHNORTH & SOUTH BOUNDARIES

1.8

m H

IGH

TIM

BER

FENC

E

810

910

910

650

FRR DOOR

LINE OF STRUCTURE OVERSHS POST

SHS POST

2400 x 400 SHEARWALL

SHS POST

SUMP

g a r d e n b e d

ga

rd

en

be

d

BFPHT

BUC

rail 1 rail 2 rail 3

rail

4ra

il 5

CL

CONCRETE FILLED STRUCTURAL 200SHS POST WITH INTUMESCENT PAINTFIRE PROTECTION TO ACHIEVE120min FIRE RATING

CONCRETE FILLED STRUCTURAL 100SHS POST WITH INTUMESCENT PAINTFIRE PROTECTION TO ACHIEVE120min FIRE RATING

FRR WINDOW DP1

DP2

DP4

2

B

5A4.1

6A4.1

1A4.1

2A4.1

4A4.1

8A4.3

10A4.3

2A4.3

1A4.3

6A4.3

7A4.3

BA3.1

BA3.1

DA3.3

DA3.3

EA3.3

EA3.3

SITE AREA: 490 m2

D0.

1

LIFT SUMP

TEA

SINK

BUILDING TO BE PARALLELAND OFF-SET 75mm FROMTHE SOUTH BOUNDARY

w clobby

ac cw c

w cent r ylobby

CRITICAL SET-OUT NOTE

DC

DC

similar

REFER INTERIOR ELEVATIONSSHEET A5.1 FOR WC ANDKITCHENETTE DETAILS

DP3

0 1 2 3 4 5

1 3

C

A

171819

20 21 22 23 24 25 26 27 28 29

3031323334

AA3.1

AA3.1

CA3.2

CA3.2

140 5,305 90 1,950 90 1,55045

200 1,775200

25 5,735 90 6,160 90

4,475 4,900 4,900 4,900 4,385 90

20

04

52

,69

09

0

20

04

59

50

90

1,6

50

90

20

02

,07

52

00

95 70 9,005 300 13,885 90

4,2

60

4,9

50

2,6

30

4,475 4,880 20 3,400 900 580 20 4,880 20 4,385 90

20

08

00

9,8

40

80

02

00

11

,84

0

45

2,4

00

20

0

20

02

,07

52

00

50

56

,26

02

,40

02

00

11

,84

0

400 1,960

20

04

52

,59

09

0

3,100 21,400 2,160

75

3,0

50

8,7

90

17

5

FFL 18,860

CT

CT

V

V CT

W1.

8

D1.

4

D1.

5

D1.3

W1.

6 W

1.5

W1.

7

W1.

1 W

1.2

W1.

3

W1.4

D1.1

810

710

810

r a isedplat f orm

810LINE OF STRUCTURE OVER

EXTERNAL METAL CLAD SILL

800 x 400 PRECAST BUTTRESS

BEAM

OVE

R

SUNS

HADE

LOUV

RES

OVER

lif t

t enancy 2

SCALE: 1:100proposed f irst f loor plan

810

FRR DOOR SMOKE DOOR

SHS POST

SHS POSTSHS POST

2400 x 400 SHEARWALL

800 x 400PRECASTBUTTRESS

CL

DOUBLE INSOL SOLARIS FINS

CONCRETE FILLED STRUCTURAL 200SHS POST WITH 2x19mm FYRELINEWALL LININGS AS FIRE PROTECTIONTO ACHIEVE 120min FIRE RATING

CONCRETE FILLED STRUCTURAL100 SHS POST WITHINTUMESCENT PAINT FIREPROTECTION TO ACHIEVE120min FIRE RATING CONCRETE FILLED STRUCTURAL 200

SHS POST WITH INTUMESCENT PAINTFIRE PROTECTION TO ACHIEVE120min FIRE RATING

FRR WINDOW DP1

DP2

DP4

2

B

BA3.1

BA3.1

DA3.3

DA3.3

EA3.3

EA3.3

8A4.3

10A4.3

2A4.3

1A4.3

1A4.3

9A4.2

GFA: 279 m2

w clobby

ac cw c

w c

TEA

SINK

lobby

171819 16

similar

REFER INTERIOR ELEVATIONSSHEET A5.1 FOR WC ANDKITCHENETTE DETAILS

DP3

V

EM

CT

f loor plan key

FIRE RATED WALL, REFER FIREENGINEERS REPORT.FIRE RATED CONSTRUCTION TO EXTEND TOSOFFIT OR UNDERSIDE OF ROOFCLADDING, NOTCH AROUND ROOFFRAMING AND SEAL ALL AROUND WITHINTUMESCENT SEALANT

STRUCTURAL PRECAST CONCRETE PANEL,REFER STRUCTURAL ENGINEERSDOCUMENTATION

45x70 H3.2 TIMBER STRAPPING

90x45 H3.2 TREATED MSG8 TIMBERFRAMED WALL

140x45 H3.2 TREATED MSG8 TIMBERFRAMED WALL

OVERHEAD EAVE LINE

SELECTED VINYL FLOOR FINISH

SELECTED ENTRANCE MAT FLOOR FINISH

SELECTED CARPET TILE FLOOR FINISH

DOOR REFERENCE BY NUMBER, REFERDRAWING SERIES A7, WHERE;DG. - GROUND FLOOR DOORD1. - FIRST FLOOR DOORD2. - SECOND FLOOR DOOR

DG.#

D1.#

D2.#

JOINERY UNIT REFERENCE BY NUMBER,REFER DRAWING SERIES A6

J#

WINDOW REFERENCE BY NUMBER, REFERDRAWING SERIES A7, WHERE;DG. - GROUND FLOOR WINDOWD1. - FIRST FLOOR WINDOWD2. - SECOND FLOOR WINDOW

WG.#

W1.#

W2.#

OVERFLOW SCUPPER OUTLETSOFS

f loor f inishes key1. FLOOR FINISHES ONLY WHERE INDICATED

SL

1:100@A21:200@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 4: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

SECOND FLOOR & ROOFPLAN

15/03/2013

4643

TH

A1.2

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

GFA: 280 m2

REFER INTERIOR ELEVATIONSSHEET A5.1 FOR WC ANDKITCHENETTE DETAILS

1 3

C

A

24 25 26 27 28 29

303132333435363738

AA3.1

AA3.1

CA3.2

CA3.2

20

04

52

,69

09

0

20

04

59

50

90

1,6

50

90

20

02

,07

52

00

1,600 140 3,910 90 1,950 90 1,30590 200

200 1,775200

25 11,525 140320

90

4,455 20 4,880 20 4,880 20 4,880 20 4,385 90

20

03

,05

05

,96

02

,43

02

00

20

08

00

9,8

40

80

02

00

2,6

35

14

0

20

04

52

,59

01

40

4,475 4,880 20 3,400 900 580 20 4,880 20 4,385

1,670 3,980 5,800 5,950 5,800 360

20

02

,07

52

00

9,1

65

20

0

11

,84

0

4,455 20 4,880 20 4,880 20 4,880 20 4,385

75

3,0

50

8,7

90

17

5

11

,84

0

21,400 2,160

FFL 22,160

CT

CT

V

V CT

W2.4

D2.

4

D2.

5

W2.

1 W

2.2

W2.

3

D2.3 W

2.6

W2.

5

D2.

1

D2.2

810

810

710

810

CANTILEVER POST AND GLASSBALUSTRADE WITH SQUARE TOPHANDRAIL AS SPECIFIED.

140 FRAMING

EXTERNAL COLORSTEEL ONPLY SILL

36

0 U

B PO

RTAL

NOTE - EXTENT OF PANELREDUCED BY 90mm TOALLOW FRAMING TO EXTEND

36

0 U

B PO

RTAL

36

0 U

B PO

RTAL

36

0 U

B PO

RTAL

20

0 U

B +

25

0 P

FC B

EAM

380 PFC BEAM

380 PFC BEAM

140 FRAMING

lif t

t enancy 3

SCALE: 1:100proposed second f loor plan

ba

lco

nyLIQUID APPLIED MEMBRANETO BALCONY AT 2º PITCH.

CONTINUOUS VERTICAL SAWCUTAT FLASHING JUNCTION WITHPRECAST CONCRETE PANEL

CONC NIB UPSTAND ATDOOR THRESHOLD

SKYL

IGHT

OVER

SKYL

IGHT

OVER

810

SHS POST

SHS POST

SHS POST

SHS POSTFRR DOOR

SUNS

HADE

LOUV

RES

OVER

SHS POST

CONCRETE FILLED STRUCTURAL100 SHS POST WITHINTUMESCENT PAINT FIREPROTECTION TO ACHIEVE120min FIRE RATING

DOUBLE INSOL SOLARIS FINS

FRR WINDOW DP1

DP2

DP4

2

B

BA3.1

BA3.1

DA3.3

DA3.3

EA3.3

EA3.3

8A4.3

10A4.3

2A4.3

5A4.3

1A4.2

2A4.3

9A4.1

9A4.2

8A4.1

3A4.2

8A4.1

lobbyw clobby

ac cw c

w c

SKYL

IGHT

OVER

38

similar

similar

DP3

0 1 2 3 4 5

1 3

C

A

AA3.1

AA3.1

CA3.2

CA3.2

DP1

60

0

1,600 140 1,070 90 18,500 2,160

20

01

1,4

40

20

0

3,100 21,400 2,160

75

3,0

50

8,7

90

17

5

OFS

OFS OFS

OFS

DP2

DP4

BUTYL ON TREATED PLY ONFRAMING AT 400 CRS

1:60 FALL

1:60 FALL 1:60 FALL

BUTYL ON TREATED PLY ONFRAMING AT 400 CRS

15

DEG

15

DEG

15

DEG

15

DEG

0.55 COLORSTEEL PROFILED METAL ROOF

COLORSTEEL PARAPETCAPPING

BUTYL ROOF ONTREATED PLY ONFRAMING @ 400 CRS

2 D

EG2

DEG

OVERFLOW SCUPPER, TYPICAL ASSPECIFIED

COLORSTEEL CAPPING TO TIMBERFRAMED PARAPET WALL

GUTTER HIGH POINT

1:30 FALL1:60 FALL

RAKING END TO SIDEPRECAST WALL

RAKING END TO SIDEPRECAST WALL

1:60 FALL

SCALE: 1:100proposed roof plan

BALCONYBELOW

SK

Y5

SK

Y3

SK

Y4

SK

Y2

SK

Y1

SPOU

TING

SUNSHADE LOUVRESBELOW

BUTYL ROOF ONTREATED PLY ONFRAMING @ 400 CRS

FORM SUMP SET DOWN AS E2 AS1

DOMED RAINWATER OUTLET, TYPICAL ASSPECIFIED

FORM SUMP SET DOWN AS E2 AS1

1:30 FALL

RIDGE

BARG

EPA

RAPE

TPA

RAPE

TBA

RGE

BARG

EBA

RGE

PARA

PET

PARA

PET

PARAPET PARAPET

PARAPET PARAPET

SUPPLYFAN

2

B

BA3.1

BA3.1

DA3.3

DA3.3

EA3.3

EA3.3

DP3

4A4.2

7A4.2

7A4.1

4/5A4.2

2A4.2

7A4.1

DP5

15 DEGPASSIVE VENTILATOR

1200 x 600 DOUBLE GLAZEDLOW PITCHED FIXED SKYLIGHTS (x8)ON TIMBER KERBS WITH FOLDEDCOLORSTEEL APRON FLASHINGSAND CRICKET DIVERTERS TO TOP EDGE.

800 x 600 DOUBLE GLAZEDLOW PITCHED FIXED SKYLIGHTS (x2)ON TIMBER KERBS WITH FOLDEDCOLORSTEEL APRON FLASHINGSAND CRICKET DIVERTERS TO TOP.

EXTRACTFAN

roof 1

roof 2

roof

3

similar

V

EM

CT

f loor plan key

FIRE RATED WALL, REFER FIREENGINEERS REPORT.FIRE RATED CONSTRUCTION TO EXTEND TOSOFFIT OR UNDERSIDE OF ROOFCLADDING, NOTCH AROUND ROOFFRAMING AND SEAL ALL AROUND WITHINTUMESCENT SEALANT

STRUCTURAL PRECAST CONCRETE PANEL,REFER STRUCTURAL ENGINEERSDOCUMENTATION

45x70 H3.2 TIMBER STRAPPING

90x45 H3.2 TREATED MSG8 TIMBERFRAMED WALL

140x45 H3.2 TREATED MSG8 TIMBERFRAMED WALL

OVERHEAD EAVE LINE

SELECTED VINYL FLOOR FINISH

SELECTED ENTRANCE MAT FLOOR FINISH

SELECTED CARPET TILE FLOOR FINISH

DOOR REFERENCE BY NUMBER, REFERDRAWING SERIES A7, WHERE;DG. - GROUND FLOOR DOORD1. - FIRST FLOOR DOORD2. - SECOND FLOOR DOOR

DG.#

D1.#

D2.#

JOINERY UNIT REFERENCE BY NUMBER,REFER DRAWING SERIES A6

J#

WINDOW REFERENCE BY NUMBER, REFERDRAWING SERIES A7, WHERE;DG. - GROUND FLOOR WINDOWD1. - FIRST FLOOR WINDOWD2. - SECOND FLOOR WINDOW

WG.#

W1.#

W2.#

OVERFLOW SCUPPER OUTLETSOFS

f loor f inishes key1. FLOOR FINISHES ONLY WHERE INDICATED

roof plan key

ref no. size material (mm)

DP 1 80 POWDER COATED GALVANISED STEEL CHSWHERE EXPOSED AT GROUND FLOOR

80 uPVC WHERE CONCEALEDDP 2 80 POWDER COATED GALVANISED STEEL CHS

WHERE EXPOSED AT GROUND FLOOR 80 uPVC WHERE CONCEALEDDP 3 80 uPVCDP 4 80 uPVCDP 5 65 COLORSTEEL

0.55 COLORSTEEL ENDURA V-RIBROOFING WITH MATCHING FLASHINGS ASSPECIFIED

SKY# SKYLIGHT REFERENCE BY NUMBER,REFER SPECIFICATION

BUTYL ON TREATED PLY ON FRAMING AT400mm CRS

do w np ip e s c hedule

SL

1:100@A21:200@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 5: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

REFLECTED CEILINGPLANS

15/03/2013

4643

TH

A1.3

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

1 33,100 21,400 2,160

75

194.17 m2

3.22 m2

1.82 m2

3.94 m2

4.65 m2

3.75 m2 6.22 m2

4.29 m2

SUN SHADINGLOUVRES OVER

2420 2420

2420

2700

RAKING

HF

SCALE: 1:100proposed gr ound f loor plan

BUILDING SET OFF 75mm ATCLOSEST POINT

lif t

t enancy 1

store(under )

120/120/120 FFR WALLS TO BOTHNORTH & SOUTH BOUNDARIES

2700

VOID OVER

SLOPINGWITH STAIRABOVE

2700

GIB1

GIB1

GIB1GIB1

GIB1

TILE GRID

VOID OVER

6mm HARDIFLEX ON TIMBERSOFFIT FRAMING

CUT OUT FOR RECESSED LIGHTFITTING - REFER TO ELECTRICALENGINEERS DOCUMENTATION.

RAW CONCTO UNDERSIDE OF STAIR

1no. LAYER 13mm GIB FYRELINE TO EACHSIDE OF 60/60/60 FRR TIMBER FRAMEDFIRE WALL, AS PER GBTL 60 GIB SYSTEM

2no. LAYERS 19mm GIB FYRELINE ONESIDE OF 120/120/120 FRR TIMBERFRAMED FIRE WALL, AS PER GBTL 120GIB SYSTEM

1no. LAYER 13mm STANDARD GIB OVER70x70 TREATED TIMBER STRAPING ONPRECAST CONCRETE PANEL

1no. LAYER 13mm GIB AQUALINE TOWASH HAND BASIN WALL ONLY

1no. LAYER 13mm GIB AQUALINE TOKITCHEN SINK WALL ONLY

2no. LAYERS 19mm GIB FYRELINE OVER45x70 TREATED TIMBER STRAPING ONPRECAST CONCRETE PANEL

CL

NOTE 8

RJC

RJC

RJC

RJWRJC

RJC

RJC

RJW

FIRE RATED STRUCTURAL STEEL POSTSLINED IN 2no. LAYERS 19mm GIBFYRELINE WALL LINING INSTALLED TOCOMPLY WITH GIB FIRE RATEDPROTECTION OF STEEL COLUMN WITHSTEEL CLIP AND CHANNEL SYSTEM -TYPICAL

DP1

DP2

DP4

r cp

2

BUILDING TO BE PARALLELAND OFF-SET 75mm FROMTHE SOUTH BOUNDARY

w clobby

ac cw c

w cent r ylobby

CRITICAL SET-OUT NOTE

DP3

1 33,100 21,400 2,160

3.22 m2

1.82 m2

3.94 m2

2.69 m2

4.64 m2

RAKING

HF

SUN SHADINGLOUVRES OVER

lif t

t enancy 2

SCALE: 1:100proposed f irst f loor plan

2420 2420

2420

GIB1

GIB1

GIB1 VOID OVER

2700TILE GRID

1no. LAYER 13mm GIB AQUALINE TOWASH HAND BASIN WALL ONLY

1no. LAYER 13mm GIB AQUALINE TOKITCHEN SINK WALL ONLY

CL

RJC

RJC

RJC

RJW

NOTE 8

RJW

1no. LAYER 13mm STANDARD GIB OVER70x70 TREATED TIMBER STRAPING ONPRECAST CONCRETE PANEL

DP1

DP2

DP4

r cp

2

222.54 m2

w clobby

ac cw c

w c

6mm HARDIFLEX SOFFIT LINING

lobby

1no. LAYER 13mm GIB FYRELINE TO EACHSIDE OF 60/60/60 FRR TIMBER FRAMEDFIRE WALL, AS PER GBTL 60 GIB SYSTEM

2no. LAYERS 19mm GIB FYRELINE ONESIDE OF 120/120/120 FRR TIMBERFRAMED FIRE WALL, AS PER GBTL 120GIB SYSTEM

1no. LAYER 19mm GIB FYRELINE OVER45x70 TREATED TIMBER STRAPING ONPRECAST CONCRETE PANEL

FIRE RATED STRUCTURAL STEEL POSTSLINED IN 2no. LAYERS 19mm GIBFYRELINE WALL LINING INSTALLED TOCOMPLY WITH GIB FIRE RATEDPROTECTION OF STEEL COLUMN WITHSTEEL CLIP AND CHANNEL SYSTEM -TYPICAL

DP3

1 321,400 2,160

EQEQ

EQ

478 2,400 1,200 1,200

3.22 m2

1.82 m2

3.94 m2

193.23 m2

14.70 m2

14.35 m2

RAKI

NGRA

KING

2420

HF

2420

24202420 lif t

t enancy 3

SCALE: 1:100proposed second f loor plan

ba

lco

ny

2420 2420

2420

GIB1

GIB1

GIB1

RAKI

NGPLYWOOD3900

GIB1

PLY1

GIB MOVEMENT JOINTSTYPICALLY ALIGN WITHPORTAL FRAMES OVER.

GIB2

PERFORATED VENEERED BLONDEDDECORTECH FIRE SAFE PLY

2320

RJC

RJW

RJC

RJC

RJC

RJC

RJCRJW

RJC

SUN LOUVREOVER

RJCRJW RJC RJC RJCRJW

RJC

RJWRJC

NOTE 8

RJC CONTINUES AROUNDCOLUMNS, TYPICAL

HF

RJW

1no. LAYER 13mmSTANDARD GIB OVER70x70 TREATED TIMBERSTRAPING ON PRECASTCONCRETE PANEL

RAKI

NGRA

KING

SKY

LIG

HT

SKY

LIG

HT

SKY

LIG

HT

APPROX 140mm WIDEGIB LINED BULKHEAD ATCHANGE IN CEILINGS

DP1

DP2

DP4

r cp

2

lobbyw clobby

ac cw c

w c

6mm HARDIFLEX SOFFIT LINING

2no. LAYERS 19mm GIBFYRELINE ONE SIDE OF120/120/120 FRRTIMBER FRAMED FIREWALL, AS PER GBTL 120GIB SYSTEM

1no. LAYER 19mm GIBFYRELINE OVER 45x70TREATED TIMBERSTRAPING ON PRECASTCONCRETE PANEL

1no. LAYER 13mm GIB FYRELINE TO EACHSIDE OF 60/60/60 FRR TIMBER FRAMEDFIRE WALL, AS PER GBTL 60 GIB SYSTEM

DP3

ceiling plan key1200x600 SELECTED CEILING TILE &GRID SYSTEM

FAIRFACED CONCRETE - PAINT FINISH

FIRE RATED WALL, REFER FIREENGINEERS REPORT.FIRE RATED CONSTRUCTION TO EXTEND TOSOFFIT OR UNDERSIDE OF ROOFCLADDING, NOTCH AROUND ROOFFRAMING AND SEAL ALL AROUND WITHINTUMESCENT SEALANT

CEILING HEIGHT TO UNDERSIDE OFFRAMING2720

6mm HARDIFLEX SOFFIT LINING WITHNEGATIVE JOINTSHF

ACCESS PANELAP

EXTRACT GRILLE, REFER MECHANICALENGINEERS DOCUMENTATION

13mm STANDARD GIB PLASTERBOARDCEILING ON RONDO SUSPENSIONSYSTEM.WHERE;GIB1 - INDICATES LEVEL CEILINGGIB2 - INDICATES RAKING CEILING

12mm DECORTECH FIRESAFE PLYWOODCEILING - BLONDED FINISH

GIB 1

GIB 2

RESILIENT SHADOWLINE JOINT IN CEILINGAT JUNCTION WITH WALLS

RJC

RESILIENT VERTICAL CONTROL JOINTWHERE GIB SUBSTRATE CHANGES FROMTIMBER FRAMING TO CONCRETE

RJW

SUPPLY GRILLE, REFER MECHANICALENGINEERS DOCUMENTATION

CEILINGS INTERNAL CEILING LININGS SHALL BE ASFOLLOWS:

1. STAIR ENCLOSURE AND LOBBIESGENERALLY – 13mm STANDARD GIB FORPAINT FINISH ON RONDO SUSPENSIONSYSTEM EXCEPT TO SECOND FLOOR –REFER BELOW.

2. SECOND FLOOR ENCLOSURE AND LOBBY –SELECTED VENEERED 12mm DECORTECHFIRESAFE PLY ON RONDO SUSPENSIONSYSTEM.

3. TOILETS/ACCESSIBLE TOILETSTHROUGHOUT –13mm STANDARD GIBSEMI-GLOSS ENAMEL PAINT FINISH.

4. SECOND FLOOR RAKING AND FLAT CEILING– 13mm GIB ON RONDO SUSPENSIONSYSTEM. ALLOW FOR GIB MOVEMENTJOINTS AS SHOWN. ALLOW FOR SHADOWLINE BEAD AT JUNCTION OF WALLS ANDCEILING THROUGHOUT SECOND FLOOR.

5. UNDER STAIR CUPBOARD – 13mmSTANDARD GIB ON STEEL BATTENS.

6. TENANCY AREAS – 600 x 1200 MIDRANGE MINERAL FIBRE CEILING TILE INDONN TWO WAY EXPOSED SUSPENDEDGRID. ALLOW FOR SEISMIC BRACING TOSTRUCTURAL ENGINEERSREQUIREMENTS.

7. ALLOW FOR 6 no. RONDO PANTHERCEILING HATCHES IN LOCATIONS TO SUITHYDRAULIC/MECHANICAL ENGINEERSREQUIREMENT.

8. 19x19mm PAINTED TIMBER BEAD ATWALL/CEILING JUNCTION THROUGHOUTWC AND WC LOBBY AREAS TYPICAL

ceiling plan notes

RESILIENT VERTICAL CONTROL JOINTWHERE GIB SUBSTRATE CHANGES FROMTIMBER FRAMING TO CONCRETE

INTERNAL LININGS INTERNAL WALL LININGS SHALLBE AS FOLLOWS:

1. GENERALLY EXCEPT WHERE INDICATEDOTHERWISE – 13mm STANDARD GIB.

2. FIRE RATED INTERNAL PARTITIONS

BETWEEN STAIR LOBBY AREAS ANDTENANCIES – 13mm GIB FYRELINE EACHSIDE.

3. INTERNAL LININGS OF FIRE RATEDEXTERNAL TIMBER FRAMED WALL – 2no.LAYERS 19mm GIB FYRELINE.

4. TOILETS/ACCESSIBLE TOILETS

THROUGHOUT – 13mm GIB AQUALINE TOWHB WALL, 13mm STANDARD GIBELSEWHERE ALL FOR SEMI GLOSSENAMEL PAINT FINISH.

5. GIB EXPOSED TO VIEW SHALL BE LEVEL 4FOR SATIN PAINT FINISH. GIB EXTENDINGABOVE CEILING LEVEL AS PART OF FIRERATED PARTITION TO SECOND FLOORSTAIR LOBBY SHALL BE LEVEL 3 FINISH.

6. ALLOW FOR RAKING PLANTED STAIRSTRINGER CUT TO STAIR PROFILE TOOUTSIDE OF ALL STAIR FLIGHTS.

7. ALLOW FOR 60 x 12mm PAINTED TIMBERSKIRTING THROUGHOUT.

8. ALLOW FOR 3 no. RONDO PANTHER WALLACCESS HATCHES IN LOCATIONS TO SUITHYDRAULIC ENGINEER.

internal l inings

SL

1:100@A21:200@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 6: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

ELEVATIONS15/03/2013

4643

TH

A2.1

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

3 2 1

BUILDING ENVELOPE RISK MATRIXNorth Elevation

Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) Medium risk 0Number of storeys Very high risk 4Roof/wall intersection design Very high risk 5Eaves width Very high risk 5Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 14

1,2

50

2,4

00

3,6

50

1,1

25

80

01

,60

0

20 580 900

2,895 1,560

57°

W2.4

W0.1

W1.4

WES

T BO

UNDA

RY

RECESSION PLANE

t od u r h a m s t

COLORSTEEL ENDURA V-RIBROOFING WITH MATCHINGFLASHINGS AS SPECIFIED

FAIRFACED PRECASTCONCRETE WALL WITH CLEARIMPREGNATING SEALERSYSTEM AS SPECIFIED

CLEAR ANTI-GRAFFITISYSTEM UP TO 2.4m, ASSPECIFIED

FIXED AND OPENING ROOFLIGHTS, AS SPECIFIED

120min FIRE RATEDWINDOWS, AS SPECIFIED

LINE OF EXISTING BUILDING OUTLINE SHOWN DASHED

nor th e levat ionSCALE: 1:100

ZINC SPRAYED 100 PFCBOUNDARY RAILS, ASDETAILS AND SPECIFIED

A B C

BUILDING ENVELOPE RISK MATRIXWest Elevation

Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) Medium risk 0Number of storeys Very high risk 4Roof/wall intersection design Very high risk 5Eaves width Very high risk 5Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 14

3,3

00

3,3

00

3,6

50

50

1,0

75

11

,37

5

D0.1

W2.1

D0.2

W2.2 W2.3

W1.1 W1.2 W1.3

east e levat ionSCALE: 1:100

SOUT

H BO

UNDA

RY

NORT

H BO

UNDA

RY

VERTICAL COLORSTEEL STANDINGSEAM CLADDING

O/FO/F

DP1DP2

COLORSTEEL CAPPINGCONTINUES IN FRONTOF GABLE

POWDERCOATED FACINGAT STRUCTURAL POSTLOCATIONS TYPICALLY

ground floor0

first floor3300

second floor6600

PROPRIETARYOVERFLOWSCUPPER,AS SPECIFIEDTYPICAL

COLORSTEEL CLADWINDOW SILLS

PLASTER SYSTEMMOVEMENT JOINTS TO BECONFIRMED ON SITE WITHARCHITECT

SELECTED PLASTERFINISH

DOUBLE INSOL SOLARISFINS ON PROPRIETARYALUMINIUM BRACKETS

SPANDREL PANELS TO BE SELECTEDCOLOUR TEMPACLAD TO OUTER PANE

ACID WASHED PRECASTWALLS AND COLUMN

1 2 3

BUILDING ENVELOPE RISK MATRIXSouth Elevation

Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) Medium risk 0Number of storeys Very high risk 4Roof/wall intersection design Very high risk 5Eaves width Very high risk 5Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 14

57°

WES

T BO

UNDA

RYRECESSIO

N PLANE

COLORSTEEL ENDURA V-RIBROOFING WITH MATCHINGFLASHINGS AS SPECIFIED

FAIRFACED PRECASTCONCRETE WALL WITH CLEARIMPREGNATING SEALERSYSTEM AS SPECIFIED

CLEAR ANTI-GRAFFITISYSTEM UP TO 2.4m, ASSPECIFIED

LINE OF EXISTING BUILDING OUTLINE SHOWN DASHED

t od u r h a m s t

FIXED AND OPENING ROOFLIGHTS, AS SPECIFIED

south e levat ionSCALE: 1:100

C B A

BUILDING ENVELOPE RISK MATRIXWest Elevation

Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) Medium risk 0Number of storeys Very high risk 4Roof/wall intersection design Very high risk 5Eaves width Very high risk 5Envelope complexity Low risk 0Deck design Very high risk 6Total Risk Score: 20

W2.6 D2.1

W0.3 D0.3

W1.6 W1.5

W0.2

W1.7

W2.5

CLEAR ANTI-GRAFFITISYSTEM UP TO 2.4m, ASSPECIFIED

ground floor0

first floor3,300

second floor6,600

PROPRIETARYOVERFLOW SCUPPER,AS SPECIFIEDTYPICAL

30

01

,10

0

west e levat ionSCALE: 1:100

NORT

H BO

UNDA

RY

SOUT

H BO

UNDA

RY

VERTICAL COLORSTEEL STANDINGSEAM CLADDING

SUNSHADE LOUVRES

SUNSHADE LOUVRES

PRECASTCONCRETE WALLS

LIFT OVER-RUN

O/FO/F

METAL & GLASS BALUSTRADE

COLORSTEELPARAPET CAPPING

POWDERCOATED FACINGAT STRUCTURAL POSTLOCATIONS TYPICALLY

SUNSHADE LOUVRES

HTground floor0

first floor3300

second floor6600

EWL

EWL

balustrade elevationSCALE: 1:100

elevat ions key

HT HOSE TAP, REFER HYDRAULIC ENGINEERDOCUMENTATION

0.55 COLORSTEEL ENDURA V-RIBROOFING WITH MATCHING FLASHINGSAS SPECIFIED

FAIRFACED PRECAST CONCRETE WALLWITH CLEAR IMPREGNATING SEALERSYSTEM AS SPECIFIED

ETERPAN TWO WAY FIRE WALL SYSTEMWITH 120/120/120 FIRE RATING, BUILTUP WITH 9mm ETERPAN , 20mm CAVITY,OVER 9mm ETERPAN RAB, 2no. LAYERS60mm ETERCORE INSULATION AND 2no.19mm GIB FYRELINE PLASTERBOARD

CLEAR ANTI-GRAFFITI SYSTEM UP TO2.4m, AS SPECIFIED

SELECTED PLASTER FINISH OVER FIBRECEMENT BACKING SHEETS ON 20mmCAVITY OVER 90x45 TIMBER FRAMING.

EWL EXTERNAL WEATHER LOUVRE, REFERMECHANICAL ENGINEER DOCUMENTATIONLOCATION TO BE CONFIRMED ON SITE WITHARCHITECT

SELECTED 'TEMPACLAD' COLOUREDGLASS TO OUTER PANE

FIXED SASH WINDOW WITH HEADFLASHING & SILL

OPENING SASH WINDOW WITH HEADFLASHING & SILL

AREA OF '3M DUSTED CRYSTAL' ORAPPROVED COLOURED FILM

D#.# DOOR/WINDOW REFERENCE BY FLOORLEVEL AND NUMBER, REFER DOOR ANDWINDOW SCHEDULEW#.#

SL

1:100@A21:200@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 7: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

SECTIONS A & B15/03/2013

4643

TH

A3.1

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

A B C

2,4

00

- CE

ILIN

G S

PRIN

G P

OINT

3,6

50

- TO

P OF

PAR

APET

1,1

25

APE

X

2,8

00

- PO

RTAL

SPR

ING

POI

NT8

50

3,6

50

3,6

50

200 2,650 400

3,050 8,790

15,560 FFL

18,860 FFL

22,160 FFL

15º

SCALE: 1:50Sect ion A

SOUT

H BO

UNDA

RY

NORT

H BO

UNDA

RY

t enancy 1

tenancy 2

tenancy 3

ROOF PITCH

store(understair s)

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE

METAL ROOFING ON 90x45 TIMBERSTRAPPING ON 300/15 DHS PURLINSON CLEATS TO 360 UB PORTAL FRAMES

GIB SHEET CEILING ON SUSPENDEDRAILS, RAKING WITH ROOF PITCH.

GIB WALL LININGS OVER45mm THICK STRAPPINGWITH 40mm EPS INSULATIONTO 200mm THICK PRECASTCONCRETE WALL PANELS.

60 Min FRR WALL TO STAIRS.LINE WITH 13mm GIB FYRELINETO BOTH SIDES. REFER TO FIREREPORT.

CANTILEVERED GLASS BALUSTRADETO STAIRS WITH SS DISC FIXINGS ANDHANDRAILS ON STAND OFF BRACKETS

FIRE RATED WALL CONTINUES UPTO UNDERSIDE OF ROOFING. REFERTO FIRE REPORT.

BUYTL LINED INTERNAL GUTTER SETTO FALLS, REFER TO ROOF PLAN ANDDETAILS.

600mm THICK CONCRETE FLOORSLAB. REFER TO STRUCTURALENGINEERS DOCUMENTATION.

FIRE RATED PLYWOOD CEILING LININGTO TOP OF STAIR WELL, REFER TOREFLECTED CEILING PLAN.

ground floor0

first floor3,300

second floor6,600

7A4.1

2,7

00

CEI

LING

60

02

,70

0 C

EILI

NG6

00

1,5

63

lobby

lobby

lobby

lif t over -run

FR SEALANT TO UNDERSIDESTAIR / GIB JUNCTION,REFER TO FIRE REPORT

3 4

3 5

3 6

3 7

3 8

3 3

3 2

31

3 0

2 9

19

18

17

16

15

14

13

12

11

10

9

STANDARD VALLEY GUTTER TO SMALLPITCHED ROOFING BEHIND LIFT SHAFT

BUTYNOL ROOFING @ 2º MIN PITCH ON17mm STRUCTURAL GRADE PLYWOODON 140x45mm MSG8 ROOF FRAMING@ 400mm CRS MAX BOTH WAYS. DRESSUP SIDES MIN 150mm TO FLASHING INTOSEALANT FILLED CONCRETE CHASE.

A B3,050

25

1,1

00

3,3

00

3,3

00

3,6

50

85

0

4,5

00

15

0

SCALE: 1:50Sect ion B

t enancy 2

tenancy 1

tenancy 3

LIFTING BEAM ZONE

SOUT

H BO

UNDA

RY

600mm THICK CONCRETE FLOORSLAB. REFER TO STRUCTURALENGINEERS DOCUMENTATION.

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE. REFERTO STRUCTURAL ENG. DOCS.

GIB SHEET CEILING ON SUSP.RAIL SYSTEM, RAKING WITHROOF PITCH.

MIN

ground floor0

first floor3,300

second floor6,600

7A4.1

lif t shaf t

lif t pit

DOUBLE GLAZED LOW PITCHEDSKYLIGHTS ON TIMBER KERBSWITH FOLDED COLORSTEELAPRON FLASHINGS

similar

SF

1:50 @A21:100@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 8: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

SECTION C15/03/2013

4643

TH

A3.2

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

METAL ROOFING ON 70x45 TIMBERPACKING ON 300/15 DHS PURLINSON CLEATS TO 360 UB PORTAL FRAMES

COLORSTEEL BARGE / RIDGE FLASHINGSCOLOURED TO MATCH ROOFING

COLORSTEEL PARAPET CAP FLASHINGCOLOURED TO MATCH WALL CLADDING

BUTYL ROOFING @ 2º MIN PITCH ON17mm STRUCTURAL GRADE PLYWOODON 100x45 MSG8 ROOF FRAMING@ 400mm CRS MAX BOTH WAYS.

BUTYNOL ROOFING @ 2º MIN PITCH ON17mm STRUCTURAL GRADE PLYWOODON 140x45mm MSG8 ROOF FRAMING@ 400mm CRS MAX BOTH WAYS.DRESSED DOWN OVER 50x50 ALUM.ANGLE TO FORM DRIP EDGE TO GUTTER.

ROOF PITCH 15º

9mm FIBRE CEMENT WALL CLADDINGOVER 20mm MIN CAVITY OVER 120minFRR WALL STRUCTURE. REFER TOELEVATION SHEET A2.1 FOR SETOUTOF EXPRESSED JOINTS.

LIQUID APPLIED MEMBRANE OVER CONCTO FALLS ON BALCONY. MINIMUM 150mmUPSTAND TO WALLS.

300mm THICK INSITU CONCRETESHEARWALL. REFER TO STRUCTURALENGINEERS DOCUMENTATION.

PROPRIETARY ALUMINIUM POST &HANDRAIL BALUSTRADE WITHGLAZING BETWEEN.

1 2 3

15,560 FFL15,610

18,860 FFL

22,160 FFL

2,3

00

1,1

00

3,3

00

3,3

00

3,6

50

85

0

2,1

00

HEA

DROO

M

90

0

90

0

25

01

,10

0

2,7

00

60

02

,70

06

00

2,4

20

15 65

21,400 2,160

2,7

00

60

02

,70

06

00

2,4

20

60

05

75

50

1,8

55

82

05

75

50

1,8

55

1,2

20

140 410

3,4

51

19

9

90

0

150 400

2,3

20

10

0

700 Max

600

15

0

57°

SCALE: 1:50Sect ion C

SITE

BOU

NDAR

Y - W

EST

LIFTING BEAM ZONE

RECESSION PLA

NE

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE

GIB SHEET CEILING ON SUSPENDEDRAILS, RAKING WITH ROOF PITCH.

13mm GIB WALL LININGS OVER70mm THICK STRAPPINGTO 300mm THICK PRECASTCONCRETE SHEARWALL, TOALIGN WITH FIRE RATED WALL.

SUNSHADE LOUVRESOVER REAR WINDOWS.INSOL ZENITH MODULAR

t enancy 2

tenancy 1

tenancy 3

DOUBLE INSOL SOLARIS 300VERTICAL LOUVRE BLADES ONPROPRIETARY ALUMINIUMCLASP BRACKETS. POWDERCOATED FINISH.

COLORSTEEL CLAD WINDOW SILLSOVER PLYWOOD SUBSTRATE.

STAIR 1:- Accessible stair

Risers: 173.68 Max 180Treads: 310 Min 310Going: 285 Min 285Nosing: 25 Max 25Total Rise: 3300 Max rise 2500

Construction: Precast Concrete stair

STEEL STRUCTURE WITHIN WALLFRAMING TO SUPPORT STAIRS.REFER TO STRUCTURAL DRAWINGS.

SUNSHADE LOUVRES OVER REARWINDOWS. INSOL ZENITH MODULAR

TEA SINK

TEA SINK

TEA SINK

50mm SOFFIT BOARD XPSINSULATION TO UNDERSIDEOF FLOOR SYSTEM BELOWEXTERIOR BALCONY ASSPECIFIED.

50mm SOFFIT BOARDXPS INSULATION TOUNDERSIDE OF FLOORSLAB AS SPECIFIED.

13mm GIB FYRELINE WALL LININGSEACH SIDE TO MAINTAIN 60min FRR.

16mm GIB FYRELINETO RAKING CEILING

INTUMESCENT PAINTFOR 60Min FRR TOSTEEL POST AND BEAMBELOW STAIR LANDING.

MIN

EXPOSED AGGREGATE PAVINGREFER TO SITEWORKS PLAN

2x19mm GIB FYRELINEWALL LININGS OVER 140mmTIMBER FRAMING TO ACHIEVE120 Min FRR.

2x19mm GIB FYRELINELININGS AROUND TOPSTEEL MEMBERS CONT.UP TO UNDERSIDE OFBUYTL ROOF FRAMING

600mm THICK CONCRETE FLOORSLAB. REFER TO STRUCTURALENGINEERS DOCUMENTATION.

13mm GIB FYRELINE TOINSIDE FACE OF STORE

0.55 COLORSTEEL APRON FLASHINGLAPS UP UNDER 0.55 COLORSTEELFOLDED PARAPET CAPPING.

0.55 COLORSTEEL APRON FLASHINGUP MIN 110mm INTO SEALANT FILLEDCHASE IN CONC, 2 CRESTS MIN COVEROVER PROFILED ROOFING.

FIREPRO BJ201 (OSA) FLEXIBLEFIRE RESISTANT BARRIER TO WALLFRAMING BETWEEN FLOORS TOMAINTAIN 120min FRR.

4A4.1

3A4.1

8A4.1

8A4.2

8A4.2

9A4.2

8A4.2

9A4.2

2A4.2

3/6A4.2

4A4.2

5A4.2

7A4.1

90

0

90

0

1,1

00

2,7

00

2

,70

0

VARI

ES -

RAKI

NG

lobby ent r y

DOUBLE GLAZED LOW PITCHEDSKYLIGHTS ON TIMBER KERBSWITH FOLDED COLORSTEELAPRON FLASHINGS

FALL

balc ony

lobby

lobby

w clobby

w clobby

w clobby

w c

w c

w c

lif t shaf t

lif t pit

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

3 0

31

3 2

3 3

3 4

3 5

3 6

3 7

3 8

21

20

22

23

24

25

26

27

28

29

similar

similar

ground floor0

first floor3,300

second floor6,600

SL

1:50@A21:200@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 9: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

SECTIONS D & E15/03/2013

4643

TH

A3.3

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

COLORSTEEL BARGE / RIDGE FLASHINGSCOLOURED TO MATCH ROOFING

COLORSTEEL PARAPET CAP FLASHINGTO SELECTED COLOUR REFER SCHEDULE.

9mm FIBRE CEMENT WALL CLADDINGOVER 20mm MIN CAVITY OVER 9mmFIBRE CEMENT RAB BOARD ON 140mmWALL STRUCTURE. REFER TOELEVATION SHEET A2.1 FOR SETOUTOF EXPRESSED JOINTS.

BUTYNOL ROOFING @ 2º MIN PITCH ON17mm STRUCTURAL GRADE PLYWOODON 100x45 MSG8 ROOF FRAMING@ 400mm CRS MAX BOTH WAYS.

LIQUID APPLIED MEMBRANE OVER CONCTO FALLS ON BALCONY. MINIMUM 150mmUPSTAND TO WALLS.

9mm FIBRE CEMENT WALL CLADDINGOVER 20mm MIN CAVITY OVER 9mmFIBRE CEMENT RAB BOARD ON 140mmWALL STRUCTURE. REFER TOELEVATION SHEET A2.1 FORSETOUT OF EXPRESSED JOINTS.

METAL FLASHING INTO CHASE INPRECAST WALL TO TERMINATEWATERPROOFING MEMBRANEMIN 150mm ABOVE BALCONY.

PROPRIETARY ALUMINIUM POST &HANDRAIL BALUSTRADE WITHGLAZING BETWEEN.

DOUBLE GLAZED ALUMINIUM WINDOWJOINERY, REFER TO DETAILS.

1

15,560 FFL

18,860 FFL

22,160 FFL

15,610

2,3

00

80

01

,30

01

,20

08

00

1,3

00

90

0

80

01

,45

01

70

50 2

50

1,1

00

15

2

57°

SCALE: 1:50Sect ion D

WES

T BOU

NDAR

Y

RECESSION PLA

NE

600mm THICK CONCRETE FLOORSLAB. REFER TO STRUCTURALENGINEERS DOCUMENTATION.

2x19mm GIB FYRELINE WALL LININGSOVER 140mm TIMBER FRAMING TOACHIEVE 120 Min FRR.

t enancy 2

tenancy 1

tenancy 3

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE

CUSTOM DESIGNEDTIMBER ROOF TRUSSTO GABLE END. 45mmSTRAPPING TO INSIDEFACE AS SHOWN.

SUNSHADE LOUVRESOVER REAR WINDOWS.INSOL ZENITH MODULAR

125 PFC OR 100x50 RHSSUPPORT STEELWORK ABOVEAND BELOW WINDOWS, REFERTO STRUCTURAL ENG. DOCS.

MIN

EXPOSED AGGREGATE PAVINGREFER TO SITEWORKS PLAN

ground floor0

first floor3,300

second floor6,600

9A4.1

6A4.3

4A4.3

5A4.3

1/2A4.3

2A4.2

3/6A4.2

4A4.3

5A4.3

4A4.2

5A4.2

17

5

FALL

balc ony

s imilar

COLORSTEEL BARGE / RIDGE FLASHINGSCOLOURED TO MATCH ROOFING

COLORSTEEL PARAPET CAP FLASHINGCOLOURED TO MATCH WALL CLADDING

METAL ROOFING ON 90x45 TIMBERSTRAPPING ON 300/15 DHS PURLINSON CLEATS TO 360 UB PORTAL FRAMES

SELECTED PLASTER FINISH OVER FIBRECEMENT BACKING SHEETS ON 20mmCAVITY OVER 90x45 TIMBER FRAMING.

DOUBLE GLAZED ALUMINIUMWINDOW JOINERY, REFER TODETAILS. OPAQUE GLAZINGTO LOWER PANES.

2 3

ROOF PITCH 15º

90

01

,65

07

50

57

55

01

,85

5

15,560 FFL

18,860 FFL

22,160 FFL

80

01

,60

09

00

80

01

,60

0

2,7

00

60

02

,48

08

20

2,4

80

57

55

01

,85

51

,22

0

SCALE: 1:50Sect ion E

100mm THICK CONCRETETOPPING SLAB ON 200mmTHICK HOLLOWCORE

GIB SHEET CEILING ON SUSPENDEDRAILS, RAKING WITH ROOF PITCH.

COLORSTEEL CLAD WINDOW SILLSOVER 20mm PLYWOOD SUBSTRATEON 90x45 TIMBER FRAMING.

t enancy 2

tenancy 1

tenancy 3

750mm DEEP x 400 WIDE INSITUCONCRETE BEAM. REFER STRUCT.ENGINEERS DOCUMENTATION.

6mm HARDIFLEX ON TIMBERSOFFIT FRAMING

FIREPRO BJ201 (OSA) FLEXIBLEFIRE RESISTANT BARRIER TO WALLFRAMING BETWEEN FLOORS TOMAINTAIN 120min FRR.

ground floor0

first floor3,300

second floor6,600

2A4.1

1A4.1

7A4.2

8A4.2

8A4.2

9A4.2

8A4.2

4A4.2

similar

SF

1:50@A21:200@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 10: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

DETAILS15/03/2013

4643

TH

A4.1

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

2800 AFL

360

UB P

ORTA

L

LOW POINT

HIGH POINT

15

0

50

2400 AFL

LOW POINTSUMP

~24

0

50

15°

10°

C

SHEET INSULATION

ROOF PITCH

Min

Min

PARAPET SLOPE

0.55 BMT COLOURSTEEL V-RIB PROFILEROOFING OVER ROOFING UNDERLAY. FIXTHRU RIB CREST ONLY WITH 14G x 55mmSCREWS INTO MIN 70x45mm TIMBERBATTENS OVER 300 DHS STEEL PURLINS

R5.0 FIBREGLASS BATTS INSULATIONFITTED NEATLY BETWEEN DHS PURLINSON FOIL ON 50mm GALV WIRE MESHSCREW FIXED TO UNDERSIDE OF DHSPURLINS. ALLOW EXTRA FOR DAN BANDSTRAPPING AT MID SPAN OF EACH WIREMESH SHEET.

360 UB PORTAL FRAME. REFER TOSTRUCTURAL ENG. DOCUMENTATION.

13mm STANDARD GIB BOARD CEILINGSON RONDO STEEL SUSPENSION SYSTEMFIXED TO DHS PURLINS ABOVE, RAKINGWITH THE SLOPE OF THE PORTAL FRAMES.

GIB GOLDLINE PLATINUM TRIM TO CREATENEGATIVE DETAIL AT WALL JUNCTIONS.

380 PFC

100mm Ø PVC DOWNPIPE OFFSETTO PASS THROUGH CENTRE OF380 PFC BEAMS BELOW. CLAMPRING ROOF DRAIN WITH FLAT GRATEFITTED TO ROOF SUMP ABOVE.

Min

1.5mm BUTYL ROOFING OVER MIN 17mm CDSTRUCTURAL GRADE PLYWOOD SUBSTRATETO MIN 1:100 GUTTER FALLS WITH 20mmTREATED TRIANGULAR TIMBER FILLETS TOALL 90º UPSTANDS AS REQUIRED. SUPPORTFRAMING TO BE @400mm CRS MAX IN BOTHDIRECTIONS. DRESS UP 150mm MIN UNDERMETAL FLASHING INTO SEALANT FILLEDCONCRETE CHASE.

7A3.1 Scale: 1: 10

detail: internal gut ter - typical

200 200

25 75 100 70

15 40

10

15

0

75 200

275

15

0

50

12

52

00

50 15

40 15

25

50

12

51

00

10

0

50

20

10

0

12mm

30

0

10

15 40

25 75 100 70

200 200

20

mm

GAP

5

100mm APL VANTAGE FLUSHGLAZED ALUMINIUM WINDOWSUITE WITH DOUBLE GLAZING.POWDER COATED FINISH.

400mm THICK INSITU CONCBEAM OR WALL. REFER TOSTRUCT ENG. DRAWINGS.

DRIP EDGE CAST 15mm WIDE10mm DEEP REBATE INTOHEAD ONLY (NOT REQUIREDFOR JAMBS)

40mm FOAMULAR EPS WALLINSULATION NEATLY FITTEDBETWEEN 70x45mm MSG8THICK TIMBER STRAPPING.

13mm STD GIB BOARD WALLLININGS OVER STRAPPINGOVER DPC TO CONC WALLS

25mm THICK TIMBERREVEALS GROOVED FORLININGS

VANTAGE ALUM. REVEALADAPTER TO WINDOW SUITE.PC TO MATCH FRAMES.

100mm APL VANTAGE FLUSHGLAZED ALUMINIUM WINDOWSILL OVER SILL TRAY WITHDOUBLE GLAZING. POWDERCOATED FINISH.

VEHICLE GRADE ASPHALT TOFORECOURT AREA TO EDGESAS SHOWN ON CIVIL ENG.DRAWINGS.

100mm THICK EXPOSEDAGGREGATE CONCRETEPAVING STRIP TO FRONT OFGROUND FLOOR WINDOWS

SITE CONCRETE OVERFOUNDATIONS TO REQUIREDLEVELS.

REFER TO STRUCTUAL ENG.DRAWINGS FOR SLAB ANDFOUNDATION DETAILS

SELECTED DRAINAGE CHANNELAT DOOR THRESHOLD MIN150mm DEEP.

MIN GAP

100mm APL VANTAGE FLUSHGLAZED ALUMINIUM WINDOWMULLION TO MAGNUM 50 HINGEDDOOR FRAME. ALL WITH DOUBLEGLAZING.

100mm APL VANTAGE FLUSHGLAZED ALUMINIUM WINDOWMULLION TO MAGNUM 50 HINGEDDOOR FRAME. ALL WITH DOUBLEGLAZING.

DRIP EDGE CAST 15mm WIDE10mm DEEP REBATE INTOHEAD ONLY (NOT REQUIREDFOR JAMBS)

100mm APL VANTAGE FLUSHGLAZED ALUMINIUM WINDOWSUITE WITH DOOR ADAPTERFRAME TO MAGNUM 50.POWDER COATED FINISH.

40mm FOAMULAR EPS WALLINSULATION NEATLY FITTEDBETWEEN 70x45mm MSG8THICK TIMBER STRAPPING.

13mm STD GIB BOARD WALLLININGS OVER STRAPPINGOVER DPC TO CONC WALLS

25mm THICK TIMBERREVEALS GROOVED FORLININGS

VANTAGE ALUM. REVEALADAPTER TO WINDOW SUITE.PC TO MATCH FRAMES.

MAX

2

11

AP40

AP65

1A3.3

2A3.3

4A3.2

3A3.2

9A3.3

6A1.1

8A3.2

5A1.1

2

APL VANTAGE MAGNUM 50HINGED DOOR WITH DOUBLEGLAZING. POWDER COATFINISH

Scale: 1:5w indow detail: head / jamb to insitu conc

Scale: 1:5w indow detail: sill at s lab edge

Scale: 1:5door detail: entry thr eshold / door sill

Scale: 1:5door detail: door head

REFER TO STRUCTUAL ENG.DRAWINGS FOR SLAB ANDFOUNDATION DETAILS

HEAVY DUTY ANODISED ALUMRIBBED DOOR THRESHOLD,RAVEN RP19 OSA.

SELECTED ENTRANCE MAT ONFLC AS REQUIRED WITH SCREWFIXED 12x3mm ALUMINIUMANGLE TRIM; ANODISED FINISH

scale: 1:5w indow detail: head / jamb to insitu conc

LIQUID APPLIED BALCONYMEMBRANE OVER CONCRETESET TO 2º FALL TO EXTERIOR.

2x19mm GIB FYRELINE WALLLINING OVER TIMBER FRAMINGAS PART OF FIRE RATED WALL

DRIP EDGE TOUNDERSIDE OF CONC BEAM

SELECTED ALUMINIUM POST & RAILBALUSTRADE WITH GLASS PANELS.

Scale: 1:5w indow detail: south entry door jamb to precast

scale: 1:5w indow detail: head / jamb to insitu conc

LIQUID APPLIED BALCONYMEMBRANE OVER CONCRETESET TO 2º FALL TO EXTERIOR.

SELECTED ALUMINIUM POST & RAILBALUSTRADE WITH GLASS PANELS.

Scale: 1:5w indow detail: mullion to door jamb

400mm THICK INSITU CONCBEAM OR WALL. REFER TOSTRUCT ENG. DRAWINGS.

APL VANTAGE MAGNUM 50HINGED DOOR WITH DOUBLEGLAZING. POWDER COATFINISH

300mm THICK PRECASTCONCRETE SHEAR WALL.REFER TO STRUCTURALENG. DOCUMENTATION.

200mm THICK HOLLOWCORESTRUCTURAL FLOOR SYSTEM

200mm THICK HOLLOWCORESTRUCTURAL FLOOR SYSTEM

9.0mm FIBRE CEMENT WALL CLADDINGWITH EXPRESSED JOINTS ON XPRESSCLADCAVITY BATTEN SYSTEM OVER 9.0mmETERPAN FIBRE CEMENT SHEETS AS RABON 140x45 MSG8 TIMBER FRAMING.

CLADDING ADHESIVE FIXED OVERFOLDED GALV BACK FLASHINGINTO SEALANT FILLED CHASE ONXPRESSCLAD ZED RAIL (XZR)

SF

1:5 @A21:10@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 11: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

DETAILS15/03/2013

4643

TH

A4.2

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

70

MIN

70

MIN

Min

15

0m

m U

PSTA

ND

Min

35

50

MIN

15

0

2 CRESTS MIN LAP

12

0

40

80

10

05

0

10

0 M

IN

70

MIN

7.5

50

140 320 90

140 35 90 195 90

10

0 M

IN

Min

15

0m

m U

PSTA

ND

7.5

20 100 20 320 90 20

GAP

5

25

35

75

11

0 M

IN T

OTAL

50

25

20

50 MIN

10°

MIN SLOPE

GAP

MIN SLOPE

UPST

AND

25mm THICK TIMBER REVEALSGROOVED FOR LININGS

100x50 RHS LINTEL VARIATIONDETAIL. REFER TO STRUCT.

150 PFC STEEL LOCATION WITHTIMBER PACKING TO SUIT. REFERTO STRUCT DOCUMENTATION.

25mm THICK TIMBER REVEALSGROOVED FOR LININGS

MIN

GAP

MIN

COV

ER

40mm COMMERCIAL VANTAGEALUMINIUM WINDOW SUITE WITHDOUBLE GLAZING.POWDER COATED FINISH.

WATER VAPOUR AIR SEALON PEF RODS TO PERIMETER

WALL WRAP DRESSED INTO ANDAROUND OPENING, APPLY FLEXIBLEFLASHING TAPE 100mm AT CORNERSAND TURN OUT 50mm MIN.

WALL WRAP DRESSED INTO ANDAROUND OPENING, APPLY FLEXIBLEFLASHING TAPE 100mm AT CORNERSAND TURN OUT 50mm MIN.

WATER VAPOUR AIR SEALON PEF RODS TO PERIMETER

DOUBLE INSOL SOLARIS 300 VERTICALLOUVRE BLADES. SELECTED POWDERCOAT FINISH. SUPPLIED AND INSTALLEDBY INSOL NZ (0800 34 6000).

INSOL PROPRIETARY CLASP BRACKETLOUVRE FIXING SYSTEM TO UNDERSIDEOF 75 x 50 UA.

MIN

SLOPE

3

2A3.2

3A3.2

5A3.3

7A3.3

1A1.2

8A3.3

4A3.3

6A3.3

9A3.3

scale: 1:5detail: west par apet / buty l roof ing

1.5mm BUTYL ROOFING OVER MIN 17mm CDSTRUCTURAL GRADE PLYWOOD SUBSTRATETO MIN 2º FALL WITH 20mm TREATEDTRIANGULAR TIMBER FILLETS TO ALL 90ºUPSTANDS AS REQUIRED. SUPPORTFRAMING TO BE @400mm CRS MAX IN BOTHDIRECTIONS.

9.0mm FIBRE CEMENT WALL CLADDINGWITH EXPRESSED JOINTS ON XPRESSCLADCAVITY BATTEN SYSTEM OVER 9mm ETERPANFIBRE CEMENT SHEETS ON BUILDINGWRAP ON 140x45 MSG8 TIMBER FRAMINGWITH 2 x 60mm ETERCORE INSULATION WITH16mm FYRELINE LININGS TO INSIDE FACE.

0.55 BMT FOLDED COLORSTEELCAPPING TO MIN 5º SLOPE. FIXINGTHRU SIDES ONLY. UNDERLAY TOPROVIDE SEPARATION OF CAPPINGAND TIMBER.

scale: 1:5detail: conc nib up stand / wall

200mm THICK HOLLOWCORESTRUCTURAL FLOOR SYSTEM

2x19mm GIB FYRELINE WALL LININGOVER 140x45 TIMBER FRAMINGTO ACHIEVE 120Min FRR WALLRATING, REFER TO SPECIFICATION.

scale: 1:5detail: s t anding seam / buty l roof ing

scale: 1:5w indow detail: head / jamb to insitu conc

scale: 1:5detail: par apet wall / precast junc t ion

HIGH POINT

LIQUID APPLIED TRAFFICABLEWATERPROOFING MEMBRANEOVER CONCRETE SET TO 2º FALLTO EXTERIOR BALCONY.

0.55 BMT FOLDED COLORSTEEL FLASHINGOVER 9mm PLYWOOD SUBSTRATE TO MIN5º SLOPE. UNDERLAY TO PROVIDESEPARATION OF FLASHING & TIMBER.

scale: 1:5w indow detail: head / jamb to insitu conc

scale: 1:5detail: bar ge / s t anding seam

VENTED VERMIN TRAY MIN 20mmFROM BOT. EDGE OF F.C. SHEET.

CLIP-ONFOOT TRAY TO BOTTOM EDGEOF FIBRE CEMENT SHEET.

SELECTED PLASTER FINISH OVER 9mmJH MONOTEK FIBRE CEMENT SHEET WALLCLADDING SYSTEM ON 20mm NOM WALLCAVITY BATTENS OVER WALL UNDERLAY.ALL AS OUTLINED WITHIN SPECIFICATION.

VERTICAL COLORSTEEL 'EUROLINE' STANDINGSEAM ON SELECTED BUILDING WRAP ON MIN15mm PLYWOOD SUBSTRATE OVER 20mmCAVITY BATTENS ON BUILDING WRAP. REFERTO MANUFACTURERS DOCUMENTATION.

VERTICAL COLORSTEEL 'EUROLINE' STANDINGSEAM ON SELECTED BUILDING WRAP ON MIN15mm PLYWOOD SUBSTRATE OVER 20mmCAVITY BATTENS ON BUILDING WRAP. REFERTO MANUFACTURERS DOCUMENTATION.

XPRESSCLAD VENTED ZED RAIL FORFIXING BOTTOM OF F.C. CLADDING

9.0mm FIBRE CEMENT WALL CLADDINGWITH EXPRESSED JOINTS ON XPRESSCLADCAVITY BATTEN SYSTEM OVER 9.0mmETERPAN FIBRE CEMENT SHEETS AS RABON 140x45 MSG8 TIMBER FRAMING.

9.0mm FIBRE CEMENT WALL CLADDINGWITH EXPRESSED JOINTS ON XPRESSCLADCAVITY BATTEN SYSTEM OVER 9.0mmETERPAN FIBRE CEMENT SHEETS AS RABON 140x45 MSG8 TIMBER FRAMING.

BUTYL ROOFING MEMBRANE VERTICALLY UPSIDES ON 9mm TREATED PLYWOOD SUBSTRATEOR PRECAST CONCRETE PANELS WITH 20mmTREATED TRIANGULAR TIMBER FILLETS TO ALL90º UPSTANDS AS REQUIRED.

scale: 1:5detail: conc nib upstand / door sill

200mm THICK HOLLOWCORESTRUCTURAL FLOOR SYSTEM

LIQUID APPLIED BALCONYMEMBRANE OVER CONCRETESET TO 2º FALL TO EXTERIOR.

200mm THICK PRECASTCONC WALL PANELS

SELECTED ADHESIVE FIXEDTIMBER SKIRTING TRIM

19mm GIB FYRELINE WALL LININGON 19mm TIMBER PACKER ON DPCOVER CONC NIB UPSTAND TO LINEWITH 2x19mm FIRE RATED WALL.

WANZ SUPPORT BAR TO DOORFRAME, OSA.

COVED CORNER OVER BONDBREAKER

13mm STD GIB WALL LINING OVER140x45mm MSG8 TIMBER FRAMING

13mm STD GIB WALL LINING OVER140mm TIMBER FRAMING

150 PFC STEEL LOCATION WITHTIMBER PACKING TO SUIT. REFERTO STRUCT DOCUMENTATION.

DASHED LINES INDICATE 100 SHS POSTSWITHIN WALL FRAMING BEYOND.

scale: 1:5w indow detail: head / jamb to insitu conc

9.0mm FIBRE CEMENT CLADDING DOWNBACK FACE OF PARAPET, JUNCTION WITH16mm GIB FYRELINE WITH FIRE RATEDSEALANT.

LOW POINT

VENTED VERMIN TRAY MIN 20mm FROMBOTTOM OF CLADDING, FLASHING TAPEOVER TOP TO BUILDING WRAP.

COLORSTEEL FOLDED OVER FLASHING LAPSDOWN OVER BUTYL ROOFING MEMBRANEBELOW.

CLADDING ADHESIVE FIXED OVERFOLDED GALV BACK FLASHINGINTO SEALANT FILLED CHASE ONXPRESSCLAD ZED RAIL (XZR)

OUTLINE OF SADDLE FLASHING OVERSHOWN DASHED BELOW PARAPETCAP FLASHING.

SELECTED ADHESIVE FIXEDTIMBER SKIRTING TRIM

0.55 BMT FOLDED COLORSTEEL FLASHINGOVER ROOFING WITH MIN 2 CRESTS COVER,TURNED DOWN OVER STAND SEAM CLADDINGAS SHOWN

0.55 BMT V-RIB PROFILE COLORSTEELMETAL ROOFING OVER SELF-SUPPORTINGROOFING UNDERLAY. SCREW FIXED THRURIB CRESTS ONLY; ALLOW FOR THERMALMOVEMENT FIXING AS REQUIRED.

RESILIENT SHADOWLINE NEGATIVEAT CEILING TO WALL JUNCTIONS.

6.0mm FIBRE CEMENT SOFFITFOR PAINT FINISH

COLORSTEEL BACK FLASHINGDOWN OVER HEAD FLASHING

COLORSTEEL WINDOW HEADFLASHING

SELECTED PLASTER FINISH OVER 9mmJH MONOTEK FIBRE CEMENT SHEET WALLCLADDING SYSTEM ON 20mm NOM WALLCAVITY BATTENS OVER WALL UNDERLAY.ALL AS OUTLINED WITHIN SPECIFICATION.

0.55 BMT FOLDED COLORSTEEL FLASHINGOVER 9mm PLYWOOD SUBSTRATE TO 10ºSLOPE. UNDERLAY TO PROVIDE SEPARATIONOF FLASHING & TIMBER. FRONT EDGECONTINUES PAST 50mm AT SIDES.

POWDERCOATED CHANNEL TO FIX TOPOF LOUVRES INTO, FIXED THRU SOFFITINTO SOLID BLOCKING ABOVE.

DASHED LINES INDICATE LINE OF360UB PORTAL FRAME

13mm STD GIB WALL LINING OVER140x45mm MSG8 TIMBER FRAMING

100x50 RHS LINTEL VARIATIONDETAIL. REFER TO STRUCT.

2 LAYERS OF 60mm ETERCOREINSULATION WITHIN WALL FRAMING

140mm THICK WALL BATTS INSULATION.

LAP FLASHING TAPE DOWN OVERCAVITY CLOSER

VENTED VERMIN TRAY MIN 20mmFROM BOT. EDGE OF F.C. SHEET.

APL VANTAGE MAGNUM 50HINGED DOOR WITH DOUBLEGLAZING. POWDER COATFINISH

ALLPROOF 200x75 ROOF SCUPPERAS OVERFLOW THRU WALL CLADDING.

SILL FLASHING STOPENDED AT SIDESAND RETURNS AROUND CORNER AT FRONTEDGE INTO CAVITY.

SF

1:5 @A21:10@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 12: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

DETAILS15/03/2013

4643

TH

A4.3

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

7.5

50

15

25

210

50

15 2

5

50

15

25

20

20

70 130

300 45

300

10

5

210

15

10

05

01

51

01

0

10

51

45

51

45

15

0

15

0

120/120/120 FIRE RATED WALL(NO UNPROTECTED OPENINGS),REFER FIRE ENGINEER

2no. LAYERS 19mm GIBFYRELINE. INSTALLED TO MEETGIB FIRE RATED WALL SYSTEMGBUW120

1

25mm GROOVED FOR LININGSREVEALS

FLASHING TAPE 100mmUPSTAND ON JAMBVANTAGE 40mm SERIES

ALUMINIUM FRAME WITHOPENING SASHES

DPC

SAW CUT 15mm DEEP x 6mmWIDE CHASE IN CONCRETE PANEL

CONTINUOUS BEAD OF FIRERATED ADHESIVE SEALANT

BACK FLASHING 70mm WIDE

XPRESSCLAD ZED RAIL

2no. LAYERS 19mm GIBFYRELINE. INSTALLED TO MEETGIB FIRE RATED WALL SYSTEMGBUW120POWDER COATED ALUMINIUM

FLASHING

25mm GROOVED FOR LININGSREVEALS

CONTINUOUS BEAD OF FIRERATED ADHESIVE SEALANT

SOLID BLOCKING TO SUIT FACADEPANEL AND BATTEN THICKNESSOVER

VANTAGE MAGNUM 50ALUMINIUM FRAME DOOR

1

9mm ETERPAN PANEL. EDGE TOBE SEALED BEFORE WINDOWINSTALLED

C

VANTAGE 40mm SERIESALUMINIUM FRAME

1

25mm GROOVED FOR LININGSREVEALS

1no. LAYER13mm STANDARD GIBWALL LINING ON TIMBERSTRAPPING ON PRECASTCONCRETE WALL

SELECTED 120 FIRE RATEDSTEEL GLAZING SYSTEM

FIRE RATED MASIC

CONTINUOUS FIRE RATED MASTIC

FIRE RATED MINERAL WOOL

9mm ETERPAN BASE PANEL ONFLAMESTOP 650 BUILDING WRAP

SOLID BLOCKING TO SUIT

1no. LAYER13mm STANDARD GIBWALL LINING ON TIMBERSTRAPPING ON PRECASTCONCRETE WALL (LIMITEDUNPROTECTED OPENINGS),REFER FIRE ENGINEER

25mm GROOVED FOR LININGSREVEALS

CONTINUOUS BEAD OF FIRERATED ADHESIVE SEALANT

ETERPAN 9mm

SAW CUT 15mm DEEP x 6mmWIDE CHASE IN CONCRETE PANEL

VANTAGE MAGNUM 50ALUMINIUM FRAME DOOR

C

25mm GROOVED FOR LININGSREVEALS

SELECTED 120 FIRE RATEDSTEEL GLAZING SYSTEM

CONTINUOUS FIRE RATEDMASTIC

FIRE RATED MINERAL WOOL

WATERPROOF LIQUIDMEMBRANE TO COMPLY WITHAS/NZS 4858

DRIP EDGE METAL ANGLECONTINUOUS FIRE RATEDMASTIC

120/120/120 FIRE RATEDPRECAST WALL (NOUNPROTECTED OPENINGS),REFER FIRE ENGINEER

40mm FOAMULAR EPS WALLINSULATION NEATLY FITTEDBETWEEN 70x45mm MSG8THICK TIMBER STRAPPING.

C

25mm GROOVED FOR LININGSREVEALS

SLOPED PRECASTCONCRETE SILL

CONTINUOUS FIRE RATEDMASTIC

FIRE RATED MINERAL WOOL

SILL MEMBRANE TO EXTENDUP JAMBS 40mm MIN. ANDAPPLIED CONTINUOUSLYACROSS FULL WIDTH OFOPENING

CONTINUOUS FIRE RATEDMASTIC

40mm FOAMULAR EPS WALLINSULATION NEATLY FITTEDBETWEEN 70x45mm MSG8THICK TIMBER STRAPPING.

DPC TO TIMBER STRAPPING

FIRE RATED CONTROL JOINT

2no. LAYERS 19mm GIBFYRELINE. INSTALLED TO MEETGIB FIRE RATED WALL SYSTEMGBUW120

FLASHING 70mm WIDE

1

25mm GROOVED FOR LININGSREVEALS

FLEXIBLE FLASHING TAPEVANTAGE 40mm SERIESALUMINIUM FRAME WITHOPENING SASHES

15x15 FOAM TAPE BY WINDOWINSTALLER

XPRESSCLAD HORIZONTALRUNNER

1

9mm ETERPAN BASE PANEL ONFLAMESTOP 650 BUILDINGWRAP. WRAP DRESSED INTOOPENING WITH FLEXIBLEFLASHING TAPE INSTALLED OVER

1

MIN

.TO

PAV

ED G

ROUN

D9mm ETERPAN BASE PANEL ONFLAMESTOP 650 BUILDING WRAP

9mm ETERPAN PANEL

INTERMEDIATE VERTICALRUNNERS @ 600 CRS MAX

XPRESSCLAD ZED RAIL

PANEL TAK ADHESIVESYSTEM WITH FOAM TAPE

MIN

.M

IN.

CONTINUOUS UNBROKEN LINE OFSEALANT BEHIND FLASHING &20mm STOP END

VANTAGE 40mm SERIESALUMINIUM FRAME WITHOPENING SASHES

MIN

.

9mm ETERPAN BASE PANEL ONFLAMESTOP 650 BUILDING WRAP

XPRESSCLAD ZED RAIL

PANEL TAK ADHESIVESYSTEM WITH FOAM TAPE

VENTILATED & DRAINEDCAVITY (20mm)

APPROVED AIRSEAL OVER PEFBACKING ROD

2no. LAYERS 19mm GIBFYRELINE. INSTALLED TO MEETGIB FIRE RATED WALL SYSTEMGBUW120

SUPPORT BLOCK BYWINDOW SUPPLIER

APPROVED AIRSEAL OVER PEFBACKING ROD

APPROVED AIRSEAL OVER PEFBACKING ROD

SLOPE PAVED AREA LEADINGUP TO DOOR ENTRY

EXPOSED AGGREGATE FIN.TO EXTERIOR PAVING

0.7mm POWDER COATEDALUMINIUM HEAD FLASHINGWITH 15deg FALL AND 10mmMIN. COVER TO WINDOWJOINERY

SELECTED 120 FIRE RATEDSTEEL GLAZING SYSTEM

EXPOSED AGGREGATE FIN.TO EXTERIOR PAVING

1A1.1

2A1.1

3A1.1

8A1.1

9A1.1

10A1.1

4A1.1

7A1.1

6A1.1

5A1.1

w indow detail: jamb to insitu conc

100 SHS CONCRETE FILLED POSTWITH INTUMESCENT PAINT TOEXTEND 100mm ABOVE ANDBELOW WINDOW SUPPORT STEEL,REFER STRUCTURAL & FIREENGINEER DOCUMENTATION

door detail: jamb to shs post

door detail: jamb to insitu conc

SCALE: 1:5FR R w indow detail: jamb to precast conc

SCALE: 1:5

SCALE: 1:5

SCALE: 1:5

SCALE: 1:5FR R w indow detail: head to precast conc

SCALE: 1:5FR R w indow detail: sill to precast conc

LINE OF PRECAST CONCRETEOVER

w indow detail: head to eterpan c laddingSCALE: 1:5

125 PFC BEAM WITHINTUMESCENT PAINT REFERSTRUCTURAL & FIRE ENGINEERDOCUMENTATION

100 SHS POST BEYONDINDICATED WITH DASHED LINE

door detail: f oundat ionSCALE: 1:5

f oundat ion detail: eterpan c laddingSCALE: 1:5

w indow detail: s ill/ jamb to eterpan c laddingSCALE: 1:5

100 SHS POST BEYONDINDICATED WITH DASHED LINE

125 PFC BEAM WITHINTUMESCENT PAINT REFERSTRUCTURAL & FIRE ENGINEERDOCUMENTATION

NOTE: SILL SUPPORT BAR TO SILLDETAIL UNDER WINDOW JOINERYWITH 5mm GAP TO WINDOWFLANGE AND PANEL

WANZ SUPPORT BAR TO DOORFRAME, OSA.

APL VANTAGE MAGNUM 50HINGED DOOR WITH DOUBLEGLAZING. POWDER COATFINISH

SF

1:5 @A21:10@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 13: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

INTERIORS - BATHROOM15/03/2013

4643

TH

A5.1

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

3.14 m2

1.77 m2

90 1,450 500 90

90

1,1

75

47

59

0

90 1,950 90

90

1,6

50

90

46

070

07

50

90 225 750 975 90

160

40

07

60

1,0

00

1,0

00

500

30

0

1,0

00

45

47

54

75

90

45

95

09

0

1,0

00

1,0

00

450

90 1,950 90

90 1,950 90

EQEQ

10

65

02

03

70

45

09

75

10

10

35

06

70

1,8

05

10

07

60

10

30

90

05

00

90

01

00

2,4

00

350

600

10 1,790 650 360

1,800 1,010

10 1,170 620 650 360

1,6

50

65

01

00

77

59

0

2,8

35

1-

2-

3-

4-

SELECTED VINYLFLOORING

SCALE 1:25internal elevat ion1

•SCALE 1:25accessible wc plan - typical

SAFETY MIRROR WITH POLISHED EDGES

(400mm MIN)

(40

0m

m M

AX)

(MIN

. CLE

AR O

PENI

NG)

810 door leaf (MAX

)

50x10mm PAINTED TIMBER SKIRTING

SCALE 1:25internal elevat ion2

SELECTED SPLASHBACK

300mm HIGH STAINLESS STEELKICKPLATE TO CUBICLE SIDE OF DOORONLY

PRIVACY LATCH AND LOCKSET, REFERHARDWARE SCHEDULE

SELECTED GRAB RAIL ON CUBICLE SIDEOF DOOR

SIGNAGE TO EXTERNAL SIDE OF DOOR

s ignage

SCALE 1:25unisex wc plan - typical

660 door leaf

SCALE 1:25internal elevat ion3

SAFETY MIRROR WITHPOLISHED EDGES

(MAX

)

50x10mm PAINTED TIMBER SKIRTING

SELECTED SPLASHBACK

WC-1

TRH-1

WHB-1

WC-1

GR-1

WHB-1

TAP-1

WHB-2

TAP-1

WHB-1

TAP-1GR-2

GR-1

WC-2

WC-2

WHB-2

TRH-1

WC-1

WC-2

WHB-1

WHB-2

TAP-1

GR-1

TRH-1

GR-2

SD-1

SD-1

SD-1TAP-1

TAP-1

SCALE 1:25tea s ink - typical

SCALE 1:25internal elevat ion4

FF

FF

HWC

HWC

HWC

SNK

SNK

SNK

DW

DW

CUT

UTL

DW

FF

MW

MW

MW

adj

adj

adjadj

adj

adj

TAP

TAP

T-RAIL

BASKET

T-RAIL

BASKET

BIN

BIN

TRH-1

TRH-1

LINE OF WALL LINING SURROUND TO STEELPORTAL ON SECOND FLOOR ONLY

13mm STANDARD GIB PLASTERBOARDCEILING LINING WITH SELECTED SEMI-GLOSS ENAMEL PAINT FINISH

13mm STANDARD GIB PLASTERBOARDCEILING LINING WITH SELECTED SEMI-GLOSS ENAMEL PAINT FINISH

13mm STANDARD GIB PLASTERBOARDCEILING LINING WITH SELECTED SEMI-GLOSS ENAMEL PAINT FINISH

13mm GIB AQUALINE PLASTERBOARDCEILING LINING (TO WHB WALL ONLY) WITHSELECTED SEMI-GLOSS ENAMEL PAINTFINISH

SEAL PERIMETER OF WC TOSURROUNDING WALL AND FLOORSURFACE, USING A COMPATIBLE SILICONESEALANT

SEAL PERIMETER OF WHB TOSURROUNDING WALL SURFACE, USING ACOMPATIBLE SILICONE SEALANT

SEAL PERIMETER OF WHB TOSURROUNDING WALL SURFACE, USING ACOMPATIBLE SILICONE SEALANT

13mm GIB AQUALINE PLASTERBOARDCEILING LINING (TO WHB WALL ONLY) WITHSELECTED SEMI-GLOSS ENAMEL PAINTFINISH

13mm STANDARD GIB PLASTERBOARDWALL LINING (GENERALLY) WITHSELECTED SEMI-GLOSS ENAMEL PAINTFINISH

13mm STANDARD GIB PLASTERBOARDWALL LINING (GENERALLY) WITHSELECTED SEMI-GLOSS ENAMEL PAINTFINISH

broomcupboard

broomcupboard

19x19mm PAINTED TIMBER BEAD ATWALL AND CEILING JUNCTION JUNCTION

19x19mm PAINTED TIMBER BEAD ATWALL AND CEILING JUNCTION JUNCTION

2no. LAYERS 19mm GIB FYRELINEPLASTERBOARD WALL LINING INSTALLEDTO COMPLY WITH GIB FIRE RATEDPROTECTION OF STEEL COLUMN WITHSTEEL CLIP AND CHANNEL SYSTEM

10

04

70

15

01

40

10 3

03

50

40

0

bat hr oom f it t ings k ey

CAROMA 'OPAL' # 987073 WALL FACEDCLOSE-COUPLED TOILET SUITE

METHVEN 'ECHO CIRCA' WASH HANDBASIN MIXER

SELECTED 90 DEGREE GRAB RAIL -INSTALLED TO COMPLY WITH NZS 4121

BOBRICK B-2111 SOAP DISPENSER orSIMILAR APPROVED

SELECTED TOILET TISSUE DISPENSER -INSTALLED TO COMPLY WITH NZS 4121

CAROMA 'CARE 800' ACCESSIBLE WALLFACED CLOSE-COUPLED TOILET SUITE,INSTALLED TO COMPLY WITH NZS 4121

SELECTED GRAB RAIL -INSTALLED TOCOMPLY WITH NZS 4121

CAROMA 'FLORA 500' WALL BASIN WITHSHROUD

CAROMA 'FAUN 450' WALL BASIN WITHSHROUD

k it chenet t e f it t ings k ey

PRINCIPAL SUPPLIED, FISHER & PAYKELCOMPACT STAINLESS STEEL FRIDGE/FREEZER 248L, E249TRX

UNDERBENCH HOT WATER CYLINDER 45L,REFER MECHANICAL ENGINEER

'MERCER' AMPIO STAINLESS STEELRECTANGULAR BOWL SINK,455x305x170(D)mm

PRINCIPAL SUPPLIED, COMPACT 450mmWIDE DISHWASHER

PRINCIPAL SUPPLIED, MICROWAVE

'JAECO' 305mm CHROME TEA TOWEL RAILMOUNTED TO INSIDE OF DOOR PANEL,

'HAFELE' CHROME SOAP/CLEANERSBASKET MOUNTED TO INSIDE OF DOORPANEL

'HIDEAWAY' WASTE BIN PULL SYSTEM

SL

1:25@A21:50@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 14: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

DOOR & WINDOWSCHEDULE

15/03/2013

4643

TH

A7.1

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

D0.1 (1 OFF) D0.2 (1 OFF) D0.3 (including W0.2, W0.3) (1 OFF)

W0.2 W0.3

D0.3

D2.1 (including W2.5, W2.6) (1 OFF)

W2.5 W2.6

D2.1

W1.1 (including W1.2, W1.3) (2 OFF)W2.1 (including W2.2, W2.3)

W1.1(W2.1)

W1.2(W2.2)

W1.3(W2.3)

910

1,555

120

12

02

20

2,5

50

1,0

00

910 EQ EQ EQ EQ

7,040

120

12

02

20

2,5

50

1,0

00

810

80

01

,30

0

7,390

120

12

02

20

2,1

00

1,0

00

50 450 450 EQ 450 EQ 450 EQ 450

80

01

,45

0

7,390

120

12

01

20

2,2

50

1,0

00

450 450 EQ 450 EQ 450 EQ 450

17

5

80

01

,60

0

9,750

2,4

00

450 450 EQ 450 EQ 450 EQ

450 450 450 450

450 810

90

01

,65

0

5A4.1

3A4.1

4A4.1

6A4.1

1A4.1

2A4.1

7A4.3

4A4.3

5A4.3

1A4.3

2A4.3

3A4.3

4A4.3

5A4.3

6A4.2

8A4.2

9A4.2

0.54 m2 0.54 m2 0.54 m2 0.54 m2 0.54 m2

1.66 m2

TOTAL OPENING AREA: 10.34 m2

DOOR NO.

NE

W D

OO

RS

EX

TE

RIO

R D

OO

RS

AL

UM

INIU

M

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

REVEALS

ENTRY (EAST)

DOOR CLOSER

LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER,RAVEN THRESHOLD BAR FOR LEVEL THRESHOLD

VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEADGLAZED STILES. DOOR BOTTOM RAIL EXTENDER.

CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLYWITH NZS:4223

TENANCY 1 ENTRY (EAST)

SPANDREL PANELS TO BE SELECTED COLOUR TEMPACLAD (TC) TO OUTER PANE.ILLUMINATED EXIT SIGN OVER.3M FILM MANIFESTATION TO DOOR PANEL

TENANCY 1 / COURTYARD (WEST)

REVEALS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

DOOR NO.

EX

TE

RIO

R D

OO

RS

AL

UM

INIU

M

NE

W D

OO

RS

TENANCY 3 / BALCONY (WEST)

REVEALS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

WINDOW NO.

EX

TE

RIO

R W

IND

OW

SA

LU

MIN

IUM

NE

W W

IND

OW

S

TENANCY 2, TENANCY 3 (EAST)

-/120/120 FRR WALL - LIMITED UNPROTECTED OPENINGS

FIRE REPORT: THE MAXIMUM PERCENTAGE OF UNPROTECTED AREA FOR THE EXTERNAL WALL IS 30% OR 10m², WHICHEVER IS THE SMALLER.THE EXTERNAL WALLS INDICATED ON THE FIRE DRAWINGS SHALL BE FIRE RATED TO MEET THE ABOVE REQUIREMENTS.3M FILM MANIFESTATION TO DOOR PANEL

FIRE REPORT: THE MAXIMUM PERCENTAGE OF UNPROTECTED AREA FOR THE EXTERNAL WALL IS 30% OR 10m², WHICHEVER IS THE SMALLER.THE EXTERNAL WALLS INDICATED ON THE FIRE DRAWINGS SHALL BE FIRE RATED TO MEET THE ABOVE REQUIREMENTS.3M FILM MANIFESTATION TO DOOR PANEL

-/120/120 FRR WALL - LIMITED UNPROTECTED OPENINGS

ILLUMINATED EXIT SIGN OVER3M FILM MANIFESTATION TO DOOR PANEL

VANTAGE 100mm FLUSHGLAZE SUITE ALUMINIUM FRAME WITHSIDE HING OPENING WINDOWS AND MAGNUM 50 HINGED DOOR

LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER, RESTRICTOR STAYS TO OPENING SASHES,RAVEN THRESHOLD BAR FOR LEVEL THRESHOLD

DOOR CLOSER

CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLYWITH NZS:4223

VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEAD GLAZED STILES.DOOR BOTTOM RAIL EXTENDER.

25mm GROOVED FOR LININGS REVEALS

POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISHREVEALS

VANTAGE 40mm SERIES ALUMINIUM FRAME WITH SIDE HUNGOPENING SASHES

VANTAGE 40mm SERIES ALUMINIUM FRAME WITH SIDE HUNGOPENING WINDOWS AND MAGMUM 50 HINGED DOOR

VANTAGE 100mm FLUSHGLAZE SUITE ALUMINIUM FRAME WITHMAGNUM 50 HINGED DOOR

25mm GROOVED FOR LININGS REVEALS

POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISHREVEALS

LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER,RAVEN THRESHOLD BAR FOR LEVEL THRESHOLD

CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLYWITH NZS:4223

VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEAD GLAZED STILES.DOOR BOTTOM RAIL EXTENDER.

POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISHREVEALS

DOOR CLOSER

DOOR CLOSER

25mm GROOVED FOR LININGS REVEALS

3M FILMMANIFESTATION(INDICATIVE ONLY)

3M FILMMANIFESTATION(INDICATIVE ONLY)

3M FILMMANIFESTATION(INDICATIVE ONLY)

3M FILMMANIFESTATION(INDICATIVE ONLY)

POWDER COATED ALUMINIUMFLASHING COVER TO STEEL POST,TO MATCH WINDOW JOINERYCOLOUR

POWDER COATED ALUMINIUMFLASHING COVER TO STEEL POST,TO MATCH WINDOW JOINERYCOLOUR

POWDER COATED ALUMINIUMFLASHING COVER TO STEEL POST,TO MATCH WINDOW JOINERYCOLOUR

POWDER COATED ALUMINIUMFLASHING COVER TO STEEL POST,TO MATCH WINDOW JOINERYCOLOUR

VANTAGE 40mm SERIES ALUMINIUM FRAME WITH SIDE HUNGOPENING WINDOWS AND MAGMUM 50 HINGED DOOR

LATCH & LOCKSET, LEVER HANDLE, DOOR CLOSER

CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLYWITH NZS:4223

VANTAGE MAGNUM 50 HINGED DOOR WITH SQUARE BEADGLAZED STILES

POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISHREVEALS

25mm GROOVED FOR LININGS REVEALS

CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLYWITH NZS:4223

-

POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISHREVEALS

25mm GROOVED FOR LININGS REVEALS

CONCRETE NIB UPSTAND

TC TC TC TC

d o o r n o t e sREFER TO FLOOR PLANS FOR DIRECTION OF DOORSWING.

1.

4.

5. FIX ALL PROPRIETARY ELEMENTS IN ACCORDANCEWITH THE DOOR MANUFACTURERSREQUIREMENTS.

SHOP DRAWINGS AND INSTALLATION DETAILS ARETO BE PROVIDED AND APPROVED BY ARCHITECTPRIOR TO MANUFACTURE.

6.

3.

REFER TO SOPERS FOR DOOR HARDWARE TYPEAND FINISH.

REFER TO FLOOR PLANS FOR WALL TYPES ANDTHICKNESS

2.

CHECK ALL OPENINGS ON SITE FOR SIZE ANDSTANDARD OF EXECUTION PRIOR TOMANUFACTURE. INSTALLATION TOLERANCESSUBJECT TO EARTHQUAKE DESIGN.

FLASHING, GENERALLY, TO MATCH WINDOWFRAMES. ENSURE MATERIALS USED FOR HEAD,JAMB & SILL FLASHINGS ARE COMPATIBLE WITHTHE WINDOW FRAME MATERIALS, FIXINGS ANDCLADDING MATERIALS.

7.

GLAZING TO MEET 'HUMAN IMPACT SAFETYREQUIREMENTS - NZS 4223.3

8.

9. GLAZING MANIFESTATIONS TO COMPLY WITH NZS4223.3

10. ALL REQUIRED STIFFENERS SHALL BE INTERNALAND TO BE APPROVED BY ARCHITECT

11. ALL HANDLES, LEVERS AND RECESSED PULLSSHALL BE CENTERED @ 1.0m AFL

12. ALLOW FOR WALL/FLOOR MOUNTED DOOR STOPSTO ALL DOORS.

SL

1:50@A21:100@A4

A

A 13/11/13 BUILDING CONSENT ISSUE

Page 15: NEW OFFICE BUILDING - Whyte Construction Ltd · D1.4 D1.5 D1.3 W1.6 W1.5 W1.7 W1.1 W1.2 W1.3 W1.4 D1.1 810 710 810 raised platform LINE OF STRUCTURE OVER 810 EXTERNAL METAL CLAD SILL

N E W O F F I C E B U I L D I N G3 0 7 D U R H A M S T R E E T

DOOR & WINDOWSCHEDULE

15/03/2013

4643

TH

A7.2

PR

ELI

MIN

AR

Y P

RIN

T | 1

4/11

/13

| 3:4

5 P

M

W0.1, W1.4, W2.5 (3 OFF)

W1.5 W1.6 W1.7

W1.5 (including W1.6, W1.7) (1 OFF)

D0.4 (1 OFF)

D0.5, D1.3, D2.3 (3 OFF) D0.6, D1.4, D2.4 (3 OFF) D0.7, D1.5, D2.5 (3 OFF)

D1.1, D2.2 (2 OFF) D1.2 (1 OFF)

fixed

W1.8 (1 OFF)

fixed80

01

,60

0

900

2,4

00

80

01

,30

0

7,390

2,1

00

50 450 50 450 EQ 450 EQ 450 EQ 450 50

1,330 100 4,950 100 910

650 650

1,9

00

45

1,405

1,9

45

1,0

00

810

2,0

50

1,0

00

810

2,0

50

1,0

00

710

2,0

50

1,0

00

810

3203201701

,63

01

70

1,0

00

1,9

60

20

0

30

0

20

0

810

1,200

320320170

1,6

30

17

0

2,2

00

1,0

00

1,9

60

970

15

02

,05

0

EQ 400 EQ

1,4

00

40

0

9A4.3

10A4.3

8A4.3

TOTAL OPENING AREA:9.61 m2

0.52 m2 0.52 m2

REVEALS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

WINDOW NO.

EX

TE

RIO

R W

IND

OW

SF

IRE

RA

TE

D -

ST

EE

L

NE

W W

IND

OW

S

TENANCY 1, TENANCY 2, TENANCY 3

-/120/120 FRR

-/120/120 FRR WALL - LIMITED UNPROTECTED OPENINGS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

DOOR NO.

INT

ER

IOR

DO

OR

S

NE

W D

OO

RS

STORE

WC LOBBY ACCESSIBLE WC WC

REVEALS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

DOOR NO.

INT

ER

IOR

DO

OR

SF

IRE

RA

TE

D -

TIM

BE

R

NE

W D

OO

RS

DOOR CLOSER

TENANCY 2 LOBBY, TENANCY 3 LOBBY

-/60/30sm FRR

TENANCY 2 LOBBY

smoke control only

REVEALS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

WINDOW NO.

EX

TE

RIO

R W

IND

OW

SA

LU

MIN

IUM

NE

W W

IND

OW

S

50mm GALVANISED STEEL SECTION WINDOW FRAME

POWDER COATED STEEL FRAMES WITH PAINT FINISH REVEALS

25mm GROOVED FOR LININGS REVEALS

-

PACIFIC VP60-P HINGED DOORSET WITH SIDELIGHT

PYROBEL 16 GLAZING WITH ALUMINIUM ANGLE GLAZING BEAD

42mm SELECTED TIMBER FRAME WITH PROFILE 'B' GROOVED FORLININGS REVEAL AND 30x20mm PLANTED STOP

48mm THICK SOLID CORE TIMBER DOOR STILES WITH SELECTEDTIMBER VENEER

REFER FIRE REPORT

SELECTED TIMBER VENEER DOOR FOR CLEAR FINISH,SELECTED TIMBER REVEAL FOR CLEAR FINISH

TIMBER FRAME HINGED DOORSET WITH SIDELIGHT

TOUGHENED SAFETY GLASS WITH ALUMINIUM ANGLE GLAZINGBEAD

42mm TIMBER FRAME WITH PROFILE 'B' GROOVED FOR LININGSREVEAL AND 30x20mm PLANTED STOP

40mm THICK SGG CONTRAFLAM GLASS WITH GALVANISEDSTEEL GLAZING BEADS

LATCH, LEVER HANDLE PRIVACY LATCH, LEVER HANDLE PRIVACY LATCH, LEVER HANDLE

SELECTED TIMBER VENEER DOOR FOR CLEAR FINISH,SELECTED TIMBER REVEAL FOR CLEAR FINISH

REFER FIRE REPORT

PAINT FINISH

-

MILK WHITE LAMINATED OBSURE VISION PANEL WITH SATINSILVER ANODISED BEAD

- -

38mm THICK SOLID CORE DOOR FOR PAINT FINISH 38mm THICK SOLID CORE DOOR FOR PAINT FINISH 38mm THICK SOLID CORE DOOR FOR PAINT FINISH

PAINT FINISH DOOR AND FRAME

REFER FIRE REPORT

LATCH & LOCKSET, REBATE KITSET, LEVER HANDLE, FLUSH BOLT,DUST SOCKET, DOOR CLOSERS

CLEAR LAMINATED DOUBLE GLAZED SAFETY GLASS TO COMPLY WITH NZS:4223

-

POWDER COATED ALUMINIUM FRAMES WITH PAINT FINISH REVEALS

25mm GROOVED FOR LININGS REVEALS

POWDER COATED ALUMINIUMFLASHING COVER TO STEEL POST

TENANCY 2

VANTAGE 40mm SERIES ALUMINIUM FRAME WITH SIDE HUNG OPENING SASHES

-/60/30sm FRR

REFER FIRE REPORT

DOOR CLOSER

PACIFIC VP60-P HINGED DOORSET

42mm TIMBER FRAME WITH PROFILE 'B' GROOVED FOR LININGSREVEAL AND 30x20mm PLANTED STOP

48mm THICK SOLID CORE TIMBER DOOR STILES WITH SELECTEDTIMBER VENEER

50mm THICK SOLID CORE TIMBER DOOR LEAF FOR PAINT FINISH

MAX

HEI

GHT

SID

ELIG

HT

MAX

HEI

GHT

VIS

ION

PANE

LDOOR LEAF

HEIG

HT T

O M

ATCH

FIR

E DO

OR A

DJAC

ENT

SMOKE SEALS, DOOR CLOSER, SMOKE CONTROL SIGNAGE

HEIG

HT T

O M

ATCH

FIR

E DO

OR A

DJAC

ENT

DOOR LEAF

300mm HIGHSTAINLESS STEELKICKPLATE TO CUBICLESIDE OF DOOR ONLY

GRABRAIL TO CUBICLESIDE OF DOOR ONLY

INTUMESCENT SMOKE SEALS TO FRAME

HARDWOOD TIMBER ARCHTRAVEOVER 13mm PLASTERBOARDBETWEEN FRAMES

REVEALS

HARDWARE

GLAZING

FINISH

DOOR

FRAME

NOTES

LOCATION

WINDOW NO.

INT

ER

IOR

WIN

DO

WS

NE

W W

IND

OW

S

TENANCY 2 LOBBY

25mm GROOVED FOR LININGS REVEALS

-

VANTAGE 40mm SERIES ALUMINIUM FRAME

CLEAR LAMINATED SINGLE GLAZED SAFETYGLASS TO COMPLY WITH NZS:4223

POWDER COATED ALUMINIUM FRAMES WITHPAINT FINISH REVEALS

DOOR CLOSERS

CIRCULAR VISION PANELWITH ALUMINIUMGLAZING BEAD

PAINT FINISH DOOR AND FRAME PAINT FINISH DOOR AND FRAME

40x150mm PINUS CLEARS TO SUIT LININGS OVER 90FRAMED WALL

REVEALS 40mm GROOVED FOR LININGS REVEALS 40mm GROOVED FOR LININGS REVEALS 40mm GROOVED FOR LININGS REVEALS

40x150mm PINUS CLEARS TO SUIT LININGS OVER 90FRAMED WALL

40x150mm PINUS CLEARS TO SUIT LININGS OVER 90FRAMED WALL

DOOR CLOSER, CERTIFICATION LABELS, FIRE DOOR SIGNAGE INTUMESCENT SMOKE SEALS TO FRAME

DOOR UNDERCUT, REFERMECHANICAL

DOOR UNDERCUT, REFER MECHANICAL ENGINEERSDOCUMENTATION FOR VENTILATION REQUIREMENTS

d o o r n o t e sREFER TO FLOOR PLANS FOR DIRECTION OF DOORSWING.

1.

4.

5. FIX ALL PROPRIETARY ELEMENTS IN ACCORDANCEWITH THE DOOR MANUFACTURERSREQUIREMENTS.

SHOP DRAWINGS AND INSTALLATION DETAILS ARETO BE PROVIDED AND APPROVED BY ARCHITECTPRIOR TO MANUFACTURE.

6.

3.

REFER TO SOPERS FOR DOOR HARDWARE TYPEAND FINISH.

REFER TO FLOOR PLANS FOR WALL TYPES ANDTHICKNESS

2.

CHECK ALL OPENINGS ON SITE FOR SIZE ANDSTANDARD OF EXECUTION PRIOR TOMANUFACTURE. INSTALLATION TOLERANCESSUBJECT TO EARTHQUAKE DESIGN.

FLASHING, GENERALLY, TO MATCH WINDOWFRAMES. ENSURE MATERIALS USED FOR HEAD,JAMB & SILL FLASHINGS ARE COMPATIBLE WITHTHE WINDOW FRAME MATERIALS, FIXINGS ANDCLADDING MATERIALS.

7.

GLAZING TO MEET 'HUMAN IMPACT SAFETYREQUIREMENTS - NZS 4223.3

8.

9. GLAZING MANIFESTATIONS TO COMPLY WITH NZS4223.3

10. ALL REQUIRED STIFFENERS SHALL BE INTERNALAND TO BE APPROVED BY ARCHITECT

11. ALL HANDLES, LEVERS AND RECESSED PULLSSHALL BE CENTERED @ 1.0m AFL

12. ALLOW FOR WALL/FLOOR MOUNTED DOOR STOPSTO ALL DOORS.

f i r e d o o r n o t e sSINGLE FIRE DOORS SHALL BE -/60/30smCERTIFIED FIRE DOORS COMPLETE WITH;

CLEAR FIRE RATED GLAZING, WHERE VISION PANELSPECIFED, (NOT GEORGIAN WIRED) TO HAVE A-/60/- FRR AND HAVE A SIZE NO GREATER THAN0.065m2

1.

REBATED INTUMESCENT SMOKE SEALS TO THETWO VERTICAL EDGES AND TOP EDGE OF THEDOOR FRAME

2.

DOOR CLOSER3.

MORTICE LATCH. ANY LOCKING SYSTEM SHALLNOT STOP THE DOOR FROM CLOSING WHEN IN THEACTIVE POSITION

4.

CERTIFICATION LABELS5.

FIRE DOOR SIGNAGE ON BOTH SIDES OF THE DOORSTATING ‘FIRE DOOR. PLEASE KEEP CLOSED.’THESE SHALL BE SMALL GREEN STICKERS WITHWHITE LETTERING.

6.

EGRESS DOORS ARE SHALL HAVE 760mmMINIMUM CLEAR OPENING

7.

REFER 'TM CONSULTANTS' FIRE ENGINEER FORFIRE RATED DOOR AND WINDOW SYSTEMS

f i r e w i n d o w n o t e sNORTH WALL FIRE WINDOWS SHALL BE -/120/120CERTIFIED FIRE WINDOW SYSTEMS

1.

REFER 'TM CONSULTANTS' FIRE ENGINEER FORFIRE RATED DOOR AND WINDOW SYSTEMS

THESE WINDOWS SHALL NOT BE OPENABLE

THE PANEL JOIN SEALANT USED IN THESE WALLSSHALL BE CERTIFIED TO PROVIDE NO LESS THAN ATWO WAY 120 MINUTE FIRE RESISTANCE RATING.

SL

1:50@A21:100@A4

A

A 13/11/13 BUILDING CONSENT ISSUE