Williams Corporation 6 St Leonards Rd Auckland › wp-content › ...projection is transverse...

9
Sheet Index Layout ID 01 02 03 04 05 06 07 08 09 Layout Name Cover Existing Site Plans Proposed Site Plan Ground Floor Plans First Floor Plans Units 1-3 Elevations Unit 4 Elevations Units 5-8 Elevations Outlook Space Plans & Sun Study Issued Remark 8 x New Townhouses Williams Corporation 6 St Leonards Rd Kelston Auckland Architectural Designers & Project Management www.urbandesignnz.co.nz - [email protected] - 300 Richmond Road, Grey Lynn, Auckland New Homes - Lifestyle Homes - Beach Homes - Land and House Packages

Transcript of Williams Corporation 6 St Leonards Rd Auckland › wp-content › ...projection is transverse...

  • Sheet IndexLayout ID

    01020304050607080910

    Layout NameCoverExisting Site PlansProposed Site PlanGround Floor PlansFirst Floor PlansUnits 1-3 ElevationsUnit 4 ElevationsUnits 5-8 ElevationsOutlook Space Plans & Sun StudyCivil Site Drainage Plan

    Issued Remark

    8 x New TownhousesWilliams Corporation

    6 St Leonards RdKelston

    Auckland

    Architectural Designers & Project Management

    www.urbandesignnz.co.nz - [email protected] - 300 Richmond Road, Grey Lynn, AucklandNew Homes - Lifestyle Homes - Beach Homes - Land and House Packages

  • Architectural Designers & Project Management Services

    Revision Notes: TITLE: Existing Site Plans

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    SheetRevision RC RFI

    2CC

    ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD

    DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN

    ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.

    NOTES:

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS

    PER NZS 3604 : 2011

    KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.

    FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.

    ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL

    TERRITORIAL AUTHORITY REQUIREMENTS.

    WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.

    ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

    VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.

    SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party

    without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with

    the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    26.0

    26.0

    27.0

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    25.4

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    25.8

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    26.2

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    26.8 26.8

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    27.6

    27.828.2

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    SWMH 391LL=27.78

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    112°26'50" 19.70

    202°

    26'5

    0" 4

    1.08

    292°26'50" 19.70

    22°2

    6'50

    " 41.

    08

    Road Sign

    Road SignPower Pole

    Power Pole

    Street Light

    Fire Hydrant

    Water Meter

    (20.

    12)

    ST LEONARDS ROAD

    WWMH 392LL=27.89

    150m

    Was

    tew

    ater

    Mai

    n

    (App

    roxim

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    Cou

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    rds)

    Existing Dwelling

    Steps

    Grass Berm

    Channel

    Footpath

    Hedge

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    Conc

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    100mmØ Water Main

    (Approximate location from Council Records)

    Conc

    Top of Kerb

    Wooden Fence

    Sealed

    Gravel

    Conc Retaining Wall

    Wooden Retaining Wall

    Top Floor

    Covered Area

    10DP 404768 St Leonards Road

    FFL=26.08

    FFL=27.62

    FFL=27.49

    Gully Trap

    Gully Trap

    Gully Trap

    Gully Trap

    WW

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    Steps

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    29.87

    29.83

    32.8132.81

    30.7

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    31.5

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    831.4

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    29.3

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    30.2

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    30.1

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    .74

    31.26

    31.25

    33.83

    29.4

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    29.0330.0

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    31.3931.54 31.30

    32.97

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    33.2

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    26.9

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    26.3426.3726

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    27.60

    27.61

    27.59

    27.70

    27.7728.63

    28.3528.45 28.45

    28.37

    28.16

    25.85

    25.64

    25.6

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    27.3

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    27.4

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    27.90

    26.2

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    26.1

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    27.11

    27.63

    27.6

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    25.9

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    27.60

    25.57

    25.55

    25.42

    25.42

    25.40

    25.35

    25.35

    25.49

    25.56

    25.55

    25.5025.51

    25.56

    25.56

    25.53

    25.78

    25.62

    25.60

    25.61

    25.55

    25.66

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    25.8

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    26.8826.94

    26.3

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    25.85

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    25.8925.94

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    27.2427.32

    27.33

    27.27

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    25.9

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    27.78

    27.18

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    25.70

    25.67

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    25.85

    25.96

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    9DP 404766 St Leonards Road

    8DP 404764 St Leonards Road

    6DP 4047674 Archibald Road

    2DP 143637

    2 Bamboo Grove

    11DP 4047610 St Leonards Road

    Grass Berm

    Grass Berm

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    NOTES:· HORIZONTAL DATUM IS GEODETIC 2000.

    PROJECTION IS TRANSVERSE MERCATOR.ORIGIN IS MT EDEN CIRCUIT, AT 800 000mN 400 000mE.

    · HEIGHT DATUM IS AUCKLAND VERTICAL DATUM 1946 (MSL).· BOUNDARIES SHOWN ON THIS PLAN ARE FROM LANDONLINE. IF THE

    POSITION OF THE BOUNDARIES IS REQUIRED A REDEFINITION SURVEYSHOULD BE UNDERTAKEN.

    · SOURCED FROM THE LINZ DATA SERVICE AND LICENSED FOR REUSE UNDERTHE CC BY 4.0 LICENCE.

    · EASEMENTS, COVENANTS AND OTHER LEGAL INSTRUMENTS PERTAININGTO THIS SITE MAY NOT BE REPRESENTED ON THIS PLAN. A FULLINVESTIGATION OF LEGAL RECORDS SHOULD BE UNDERTAKEN.

    · NOT ALL PUBLIC & PRIVATE DRAINAGE INFORMATION IS SHOWN ON THISPLAN. SYMBOLS AND MODELS OF SERVICES ARE SHOWNDIAGRAMMATICALLY ONLY AND NOT TO SCALE.

    · THE POSITION AND ALIGNMENT OF SERVICES SHOWN ON THIS PLAN HAVEBEEN OBTAINED FROM COUNCIL RECORDS AND ARE SUBJECT TO THEERRORS OR OMISSIONS OF THAT DATA, THEY SHOULD NOT BE USED FORDESIGN PURPOSES. ALL SERVICES SHOULD BE LOCATED BEFORE ANYDESIGN OR CONSTRUCTION BEGINS.

    · CRITICAL LEVELS SHOULD BE CHECKED ON SITE PRIOR TO DESIGN. THELEVELS SHOWN ON THIS PLAN MAY NOT CORRESPOND TO THE COUNCIL'SDEFINITION OF GROUND LEVEL FOR DESIGN PURPOSES.

    · CONTOURS SHOWN ON THIS PLAN HAVE BEEN ELECTRONICALLYCOMPUTED, THEY MAY NOT REPRESENT THE TRUE GROUND LEVELS.

    · THE SIZE AND POSITION OF TREES SHOWN ON THIS PLAN IS APPROXIMATE.THE TREE 'TYPE' IS A BEST GUESS. IF CRITICAL, TREES SHOULD BEIDENTIFIED BY A QUALIFIED ARBORIST.

    0Scale m

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    019 5

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    4-SU

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    S2-P

    1.dwg

    www.envivo.co.nz

    DISCLAIMER:THIS DRAWING SHALL ONLY BE USED FOR THE PURPOSES AGREED BY ENVIVO LTD AND ITSCLIENT.ENVIVO LTD ACCEPTS NO LIABILITY OR RESPONSIBILITY WHATSOEVER FOR, OR IN RESPECT OF,ANY USE OF, OR RELIANCE UPON THIS DRAWING BY ANY THIRD PARTY.SCALE WITH CAUTION. THIS DRAWING MAY HAVE DEFORMED DURING REPRODUCTION. IFCLARITY IS REQUIRED, REFER TO ENGINEER.THE CONCEPTS AND INFORMATION CONTAINED IN THIS DRAWING ARE THE COPYRIGHT OFENVIVO LTD. USE OR COPYING OF THIS DRAWING IN WHOLE OR PART WITHOUT WRITTENPERMISSION OF ENVIVO LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT.

    envivo ltd po box 109 207 newmarket auckland 1149+64 9 630 9512 [email protected]

    SCALE @A1; @A3

    PROJECT ORIG ZONE LOC TYPE RL DRG No SUIT REV

    - - - -

    DATE DATE

    DRAWN DESIGNEDSURVEYED

    DATE

    APPROVED

    DATE

    LEGAL DESCRIPTION

    PROJECT/LOCATION

    TITLE

    RECORD OF TITLE

    ZONING

    REV BY DATE APP'D REVISION/ COMMENTS

    - -- -

    SITE PLAN

    6 ST LEONARDS ROAD, KELSTON

    LOT 9 DP 40476

    NA1081/3, 809 m²

    RP/BP

    13/09/19

    SC

    16/09/19

    1:100; 1:200 RESIDENTIAL-MIXED HOUSING URBAN

    31004 SUR XX XX DR G 120 S2 P1

    WW WW

    25.67

    HEDGE

    TREES

    FENCES

    EXISTING BUILDINGS (EXTERIOR CLADDING)

    MEASUREMENTS (METRES)

    ABUTTAL BOUNDARIES

    LOT BOUNDARIESLEGEND

    WASTE WATER LINESTORM WATER LINEOVERHEAD POWER LINE

    MINOR CONTOURS (0.2m INTERVAL)MAJOR CONTOURS (1m INTERVAL) 20

    SW SW

    P P

    ////

    BUILDING EAVES (TOP OF GUTTER)EDGE OF CONCRETE

    TRUNK SURVEYED, DRIPLINE ESTIMATED

    SURVEYED DRIPLINE & TRUNK

    EASEMENT BOUNDARIES

    ROAD BOUNDARIES

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    112°26'50" 19.70

    202°

    26'5

    0" 4

    1.08

    292°26'50" 19.70

    22°2

    6'50

    " 41.

    08

    Road Sign

    Road SignPower Pole

    Power Pole

    Street Light

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    Water Meter

    (20.

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    ST LEONARDS ROAD

    WWMH 392LL=27.89

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    Wooden Retaining Wall

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    Covered Area

    10DP 404768 St Leonards Road

    FFL=26.08

    FFL=27.62

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    Gully Trap

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    Gully Trap

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    29.42

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    631

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    30.33

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    30.1

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    .74

    31.26

    31.25

    33.83

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    32.8732.87

    29.0330.0

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    29.1

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    32.9

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    4

    26.79

    26.86

    26.88

    26.9

    826

    .51

    26.36

    26.3426.3726

    .07

    27.60

    27.61

    27.59

    27.70

    27.7728.63

    28.3528.45 28.45

    28.37

    28.16

    25.85

    25.64

    25.6

    7

    27.3

    2

    27.4

    4

    27.90

    26.2

    926

    .07

    26.1

    9

    26.2

    0

    26.2

    426

    .28

    27.11

    27.63

    27.6

    1

    25.9

    2

    27.60

    25.57

    25.55

    25.42

    25.42

    25.40

    25.35

    25.35

    25.49

    25.56

    25.55

    25.5025.51

    25.56

    25.56

    25.53

    25.78

    25.62

    25.60

    25.61

    25.55

    25.66

    25.68

    25.8

    925

    .89

    27.08

    26.92

    26.8826.94

    26.3

    326

    .31

    26.3

    4

    26.5

    5

    26.5

    5

    26.6

    426.6

    0

    26.7

    9

    27.1

    4

    27.3

    7

    27.3

    4

    27.0

    7

    26.7

    326

    .6226.6

    4

    25.8

    7

    25.8

    6

    25.62

    25.64

    25.85

    25.9

    7

    26.0

    1

    25.78

    25.63

    25.63

    25.8925.94

    25.61

    25.60

    25.57

    25.57

    25.53

    27.16

    27.16

    27.17

    27.20

    27.2427.32

    27.3327.27

    27.43

    27.2

    1

    26.7

    9

    26.0

    9

    26.1

    2

    26.8

    0

    26.9

    3

    27.1

    8

    27.45

    27.27

    27.23

    26.1

    4

    26.7

    8

    26.9

    6

    27.2

    0

    27.3

    8

    27.3

    7

    27.1

    9

    26.9

    2

    26.7

    8

    26.1

    4

    25.48

    25.45

    25.4625.44

    25.57

    25.68

    25.9

    1

    25.8

    6

    25.9

    2

    25.9

    4

    26.0

    426

    .04

    26.1

    326

    .13

    26.4

    5

    26.5

    126

    .73

    26.7

    9

    26.1

    9

    26.0

    8

    26.11

    27.49

    27.3

    7

    27.2

    6

    27.0

    7

    26.8

    2

    26.6

    7

    26.5

    126

    .50

    26.3

    7

    26.1

    6

    26.0

    1

    25.9

    4

    26.8

    8

    27.0

    127

    .03

    27.1

    2

    27.1

    6

    27.15

    27.64

    27.68

    28.47

    28.52

    27.78

    27.18

    27.3

    6

    27.1

    6

    26.9

    7

    26.7

    5

    26.2

    2

    26.9

    6

    27.0

    3

    27.1

    6

    27.4

    5

    27.4

    1

    25.9

    8

    25.8

    4

    25.9

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    26.0

    7

    25.8

    7

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    25.37

    25.4525.47

    25.42

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    26.2

    326.1

    9

    29.4

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    25.82

    25.70

    25.67

    25.69

    25.85

    25.96

    25.9

    1

    25.76

    9DP 404766 St Leonards Road

    8DP 404764 St Leonards Road

    6DP 4047674 Archibald Road

    2DP 143637

    2 Bamboo Grove

    11DP 4047610 St Leonards Road

    Grass Berm

    Grass Berm

    Grass Berm

    0Scale m

    1 2 3 4 5 10

    n

    DATE

    : 16/0

    9/201

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    www.envivo.co.nz

    DISCLAIMER:THIS DRAWING SHALL ONLY BE USED FOR THE PURPOSES AGREED BY ENVIVO LTD AND ITSCLIENT.ENVIVO LTD ACCEPTS NO LIABILITY OR RESPONSIBILITY WHATSOEVER FOR, OR IN RESPECT OF,ANY USE OF, OR RELIANCE UPON THIS DRAWING BY ANY THIRD PARTY.SCALE WITH CAUTION. THIS DRAWING MAY HAVE DEFORMED DURING REPRODUCTION. IFCLARITY IS REQUIRED, REFER TO ENGINEER.THE CONCEPTS AND INFORMATION CONTAINED IN THIS DRAWING ARE THE COPYRIGHT OFENVIVO LTD. USE OR COPYING OF THIS DRAWING IN WHOLE OR PART WITHOUT WRITTENPERMISSION OF ENVIVO LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT.

    envivo ltd po box 109 207 newmarket auckland 1149+64 9 630 9512 [email protected] ltd po box 109 207 newmarket auckland 1149+64 9 630 9512 [email protected]

    NOTES:· HORIZONTAL DATUM IS GEODETIC 2000.

    PROJECTION IS TRANSVERSE MERCATOR.ORIGIN IS MT EDEN CIRCUIT, AT 800 000mN 400 000mE.

    · HEIGHT DATUM IS AUCKLAND VERTICAL DATUM 1946 (MSL).· BOUNDARIES SHOWN ON THIS PLAN ARE FROM LANDONLINE. IF THE

    POSITION OF THE BOUNDARIES IS REQUIRED A REDEFINITION SURVEYSHOULD BE UNDERTAKEN.

    · SOURCED FROM THE LINZ DATA SERVICE AND LICENSED FOR REUSE UNDERTHE CC BY 4.0 LICENCE.

    · EASEMENTS, COVENANTS AND OTHER LEGAL INSTRUMENTS PERTAININGTO THIS SITE MAY NOT BE REPRESENTED ON THIS PLAN. A FULLINVESTIGATION OF LEGAL RECORDS SHOULD BE UNDERTAKEN.

    · NOT ALL PUBLIC & PRIVATE DRAINAGE INFORMATION IS SHOWN ON THISPLAN. SYMBOLS AND MODELS OF SERVICES ARE SHOWNDIAGRAMMATICALLY ONLY AND NOT TO SCALE.

    · THE POSITION AND ALIGNMENT OF SERVICES SHOWN ON THIS PLAN HAVEBEEN OBTAINED FROM COUNCIL RECORDS AND ARE SUBJECT TO THEERRORS OR OMISSIONS OF THAT DATA, THEY SHOULD NOT BE USED FORDESIGN PURPOSES. ALL SERVICES SHOULD BE LOCATED BEFORE ANYDESIGN OR CONSTRUCTION BEGINS.

    · CRITICAL LEVELS SHOULD BE CHECKED ON SITE PRIOR TO DESIGN. THELEVELS SHOWN ON THIS PLAN MAY NOT CORRESPOND TO THE COUNCIL'SDEFINITION OF GROUND LEVEL FOR DESIGN PURPOSES.

    · CONTOURS SHOWN ON THIS PLAN HAVE BEEN ELECTRONICALLYCOMPUTED, THEY MAY NOT REPRESENT THE TRUE GROUND LEVELS.

    · THE SIZE AND POSITION OF TREES SHOWN ON THIS PLAN IS APPROXIMATE.THE TREE 'TYPE' IS A BEST GUESS. IF CRITICAL, TREES SHOULD BEIDENTIFIED BY A QUALIFIED ARBORIST.

    WW WW

    25.67

    HEDGE

    TREES

    FENCES

    EXISTING BUILDINGS (EXTERIOR CLADDING)

    MEASUREMENTS (METRES)

    ABUTTAL BOUNDARIES

    LOT BOUNDARIESLEGEND

    WASTE WATER LINESTORM WATER LINEOVERHEAD POWER LINE

    MINOR CONTOURS (0.2m INTERVAL)MAJOR CONTOURS (1m INTERVAL) 20

    SW SW

    P P

    ////

    BUILDING EAVES (TOP OF GUTTER)EDGE OF CONCRETE

    TRUNK SURVEYED, DRIPLINE ESTIMATED

    SURVEYED DRIPLINE & TRUNK

    EASEMENT BOUNDARIES

    ROAD BOUNDARIES

    SCALE @A1; @A3

    PROJECT ORIG ZONE LOC TYPE RL DRG No SUIT REV

    - - - -

    DATE DATE

    DRAWN DESIGNEDSURVEYED

    DATE

    APPROVED

    DATE

    LEGAL DESCRIPTION

    PROJECT/LOCATION

    TITLE

    RECORD OF TITLE

    ZONING

    REV BY DATE APP'D REVISION/ COMMENTS

    - -- -

    AERIAL SITE PLAN

    6 ST LEONARDS ROAD, KELSTON

    LOT 9 DP 40476

    NA1081/3, 809 m²

    RP/BP

    13/09/19

    SC

    16/09/19

    1:100; 1:200 RESIDENTIAL-MIXED HOUSING URBAN

    31004 SUR XX XX DR G 121 S2 P1

  • ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTORPRIOR TO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZLTD SHOULD DIMENSIONS OR POSITIONS VARY TO THAT SHOWN

    IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT INACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS

    STOP WORK AND CONTACT DESIGNER IMMEDIATELY.SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    NOTES:

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS PER

    NZS 3604 : 2011KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE '

    MEASUREMENTS PRIOR TO FABRICATION.FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHEN

    MANUFACTURERS DOCUMENTS.ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBCHAND BOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND

    LOCAL TERRITORIAL AUTHORITY REQUIREMENTS.WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOW

    OPENING SIZES PRIOR TO FABRICATION.ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCE

    WITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604

    SECTION 4.8.

    TITLE: Proposed Site Plan

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    Revision RC RFI

    CC

    Sheet

    3

    Revision Notes:

    This Drawing remains the property of Urban Design Ltd. Itmust not be used, copied or handed to any third party without

    the written permission of Urban Design Ltd.The Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604, unless

    specifically Engineered, and in accordance with the currentBuilding Act.

    ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    Architectural Designers & Project Management Services

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    27.77 m238.38 m2

    13.49 m2

    17.07 m2

    12.25 m2

    21.39 m2

    42.36 m2

    21.39 m2

    58.15 m2

    83.15 m2

    58.15 m2

    66.00 m2

    116.73 m2

    76.54 m2

    61.19 m2

    91.97 m2

    96.60 m2

    64.68 m2

    55.98 m2

    71.30 m2

    52.97 m2

    52.97 m2

    60.12 m2

    N

    5,001 6,175 1,100 1,200 1,100 7,490 4,830 1,200 1,550 8,930 2,500

    1,92

    34,

    248

    4,31

    54,

    315

    4,29

    860

    0

    5,001 6,175 2,300 820 5,000 7,000 600 2,750 8,930 2,500

    3,50

    01,

    100

    4,29

    84,

    315

    4,29

    868

    81,

    500

    1,92

    317

    ,175

    600

    3,50

    01,

    100

    13,5

    981,

    500

    398

    1,50

    0

    500

    2,50

    02,

    500

    2,50

    02,

    500

    840

    4,34

    14,

    315

    4,34

    1

    2,84

    01,

    465

    2,85

    01,

    465

    2,85

    036

    52,

    840

    3,23

    8

    1,000

    1,000

    1,000

    +27,025

    +27,025

    +26,200

    D13

    D13

    33.03 m2

    38.37 m2

    38.53 m2

    48.39 m2

    26.65 m2

    26.54 m2

    26.65 m2

    26.23 m2

    197.25 m2

    6.54 m2

    6.50 m2

    6.54 m2

    3.00 m2

    3.01 m2

    3.01 m2

    3.00 m2

    3.42 m2

    HRB - A3m @ 45°

    HRB - B3m @ 45°

    HRB - C3m @ 45°

    HRB - D3m @ 45°

    HRB - E3m @ 45°

    HRB - F3m @ 45°

    HRB - G3m @ 45°

    HRB - H3m @ 45°

    2.5m set-backblock wall extended

    500mm past building line

    SITE LIGHTING:- all paths to be well lit.- lighting to front doors of each unit to light path.These lights to be on a timer for security

    LANDSCAPING:- refer to landscaping plan for fencing, surfacesand site structures.- landscape plan is conceptual and subject tofurther design development.- contractor to confirm all works with landscapedesigner and owner.

    GROUND LEVELS:- Contractor to confirm that finished ground levelsare formed to allow surface water to run awayfrom the building.- min. 150mm to paved / impermeable surfaces- min. 225mm to permeable surfaces

    PATHS:- all paths to be concrete and have a selected slipresistance to comply with Table 2 D1/AS1- (broomed or exposed aggregate)

    DIMENSIONS:- Dimension shown at to the timber framing

    NOTEhwc piping wrapped in Allproof 4.0 pipe insulation- contractor to secure in trench min 300mm deep

    F5/AS1 NOTE:contractor to safeguard people from injury, and other property fromdamage, caused by construction or demolition site hazards, as perF5/AS1.Construction and demolition work on buildings shall be performed in amanner that avoids the likelihood of:(a) objects falling onto people on or off the site,(b) objects falling on property off the site,(c) other hazards arising on the site affecting people off the site andother property, and(d) unauthorised entry of children to hazards on the site.

    Site Fences and Hoardings to be constructed on site during constructionand is to comply with F5/AS1 1.1

    SITE INFORMATIONLot 9 DP 40476

    Mixed Housing Urban Zone

    112°26'50" 19.70

    202°26'50" 41.08

    292°26'50"19.70

    22°26'50" 41.08

    UNIT 5

    UNIT 6

    UNIT 8

    UNIT 7

    UNIT 3

    UNIT 2

    UNIT 1

    UNIT 4

    1000L tank

    3

    2

    4

    1

    Fire Wall - tbc

    Fire Wall - tbc

    Fire Wall - tbc

    Fire Wall - tbc

    UNIT 1UNIT 2UNIT 3

    UNIT 5UNIT 6UNIT 7

    76.76m²77.06m²

    53.08m²

    76.76m²

    53.30m²53.30m²

    Floor Area over Framing(Total - ground & first floor)

    UNIT 4 96.78m²

    AREAGROSS NET

    LOT

    LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8

    BUILDING COVERAGE(max. 40% of net)

    IMPERVIOUS COVERAGE(max. 60% of gross)

    LANDSCAPE AREA(min. 40% of net)

    92m²

    77m²61m²

    66m²117m²

    58m²58m²83m²

    53m²53m²60m²97m²

    71m²56m²65m²

    83m²

    TOTAL 809m² 735m²

    27.18m² (45%)27.02m² (51%)

    49.60m² (51%)

    27.02m² (51%)

    39.14m² (55%)

    39.14m² (60%)38.91m² (69%)

    26.87m² (32%)

    274.88m² (37%)

    FRONT YARD LANDSCAPED AREA(min. 50% of front yard area)

    NOTES: BUILDING COVERAGE: areas shown are taken over cladding only and exclude eavesPERCENTAGES: All percentage calculation have been rounded.IMPERVIOUS COVERAGE: areas shown include eaves

    45.33m² (70%)18.58m² (33%)30.33m² (43%)

    59.79m² (62%)

    27.47m² (52%)51.53m² (62%)

    50% of 49.30m²REQUIRED = 24.65m²

    496.05m² (61%) 313.41m² (43%) ACTUAL = 40.50m² (82%)

    34.18m² (57%)27.47m² (52%)

    LOT 9 197m² 197m² 0.00m² (0%) 18.73m² (9.5%)178.73m² (91%)

    LOT 3

    LOT 2

    LOT 1

    LOT 4

    LOT 9

    LOT 8

    LOT 7

    LOT 6

    LOT 5

    31.82m² (48%)30.53m² (53%)

    57.21m² (49%)

    30.53m² (53%)

    46.67m² (61%)

    46.67m² (51%)42.42m² (70%)

    31.47m² (38%)

    UNIT 6 52.46m²

    1000L tank

    1000L tank1000L tank

    200L tank

    1000L tank

    NOTE - TANKSThin Tanks1000 Ltr2.4m L x 0.26m W x 1.85 H

    NET

    GROSS

    NET

    GROSS

    NET

    GROSS

    NET

    GROSS

    NET

    GROSS

    NET

    GROSS

    NET

    GROSS

    NET

    GROSS83.15 m2

    fwg

    fwg

    fwg

    fwg

    AAV

    fwg65Ø

    65Ø

    65Ø

    foundation block wall retaining - 600mm high

    org 100Ø

    65Ø

    org 100Ø

    65Ø

    org 100Ø

    65Ø

    org 100Ø

    65Ø

    100Ø

    AAV 65Ø

    100Ø org

    org 65Ø

    100Øorg

    AAV

    65Ø

    65Ø

    100Øorg

    AAV

    65Ø

    65Ø 100Ø

    org

    AAV

    line

    of b

    alco

    ny a

    bove

    line

    of b

    alco

    ny a

    bove

    line

    of b

    alco

    ny a

    bove

    timbe

    r ret

    aini

    ng -

    refe

    r to

    civ

    il pl

    ans

    for h

    eigh

    ts

    fwg

    fwg

    fwg

    fwg

    1000L tank1000L tank

    Thin Tanks2000 Ltr2.4m L x 0.48m W x 1.85 H

    2000L tank

    HP

    htPP

    HP

    htPP

    HP

    htPP

    HP

    htPP

    hwc

    HP

    htPP

    hwcH

    P

    htPP

    hwc

    HP

    htPP

    hwc

    HP

    htPP

    hwc

    ds

    ds

    ds

    ds

    dp

    dp

    dp

    dpdp

    dpdp

    dp

    dp

    dp

    dp

    dpAAV

    AAV

    AAV

    AAV

    AAV

    htPP

    hwc

    htPP

    hwc

    htPP

    hwc ds

    ds

    -Proposed Site Plan 1:100 1:100

    CALCULATION AS PER - Fig H5.6.14.1 - South Facing Units5.3m (wall height) x 0.9m (h) = 4.77mSouthern Facing Outdoor Living area = 5.0mTherefore - outdoor living area needs to be 6.8m to comply with H5.6.14.1

  • Architectural Designers & Project Management Services

    Revision Notes: TITLE: Ground Floor Plans

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    SheetRevision RC RFI

    4CC

    ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD

    DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN

    ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.

    NOTES:

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS

    PER NZS 3604 : 2011

    KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.

    FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.

    ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL

    TERRITORIAL AUTHORITY REQUIREMENTS.

    WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.

    ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

    VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.

    SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party

    without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with

    the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    48.39 m2

    dining/lounge

    dining/lounge

    dining/lounge

    dining/lounge

    26.65 m2

    26.54 m2

    26.65 m2

    26.23 m2

    38.38 m2

    38.53 m2

    38.38 m2

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    S1

    2,10

    0 x

    1,80

    0Ty

    pe S

    12,

    100

    x 1,

    800

    Type W2600 x 1,800

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    S1

    2,10

    0 x

    1,80

    0Ty

    pe S

    12,

    100

    x 1,

    800 T

    ype

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    S1

    2,10

    0 x

    1,80

    0Ty

    pe S

    12,

    100

    x 1,

    800

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    S1

    2,10

    0 x

    1,80

    0

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    W1

    1,00

    0 x

    800

    Type

    D1

    2,10

    0 x

    970

    Type

    S1

    2,10

    0 x

    1,80

    0Ty

    pe W

    11,

    000

    x 80

    0

    Type

    W1

    1,00

    0 x

    800

    W

    W

    W

    W

    W

    W

    W

    W

    FF

    F

    FF

    FF

    F

    140

    6,18

    014

    0

    90 7,310 90

    90 2,700 4,610 90

    140

    2,02

    090

    4,07

    014

    0

    140

    1,00

    090

    930

    901,

    000

    7015

    070

    2,78

    014

    090 1,000 90 1,350 90 1,000 90 1,000 90 2,600 90

    90 5,995 90

    6,175

    6,46

    0

    4,24

    84,

    315

    4,31

    54,

    298

    904,

    000

    315

    4,00

    031

    54,

    000

    315

    4,00

    014

    0

    903,

    000

    9091

    031

    53,

    000

    9091

    031

    53,

    000

    9091

    031

    591

    090

    3,00

    014

    0

    90 5,995 90

    90 5,395 70 530 90

    90 1,000 1,275 1,185 90 2,445 90

    901,

    200

    7015

    070

    2,51

    031

    51,

    200

    7015

    070

    2,51

    031

    51,

    200

    7015

    070

    2,51

    031

    52,

    510

    7015

    070

    1,20

    014

    0 8,930

    90 8,750 90

    90 3,425 90200

    70 3,715 1,250 90

    4,29

    84,

    315

    4,29

    8

    140

    4,00

    031

    54,

    000

    315

    4,00

    014

    0

    140

    1,20

    070

    2,73

    031

    52,

    730

    701,

    200

    315

    2,73

    070

    1,20

    014

    0

    140

    3,00

    090

    910

    315

    910

    903,

    000

    315

    910

    3,09

    014

    0

    90 3,425 90200

    70 2,440 1,275 1,250 90

    +26,200

    +27,025

    +27,025

    kitchen

    dining lounge

    kitchen

    dining lounge

    stac

    k

    fwg

    fwg

    stac

    k

    kitchen

    stack

    entry

    kitchen

    stack

    entry

    kitchen

    stack

    entry

    kitchen

    stack

    entry

    kitchen

    dining lounge

    fwg

    stac

    k

    office

    laundry

    kitchenlounge

    storeunder stairs

    wc

    entry

    Fire Wall - tbc

    Fire Wall - tbc

    fwg

    fwg

    fwg

    fwg

    fwg

    stack

    Fire Wall - tbc

    storeunder stairs

    storeunder stairs

    storeunder stairs

    storeunder stairs

    storeunder stairs

    storeunder stairs

    storeunder stairs

    Fire Wall - tbc

    hobovenrangeover

    hobovenrangeover

    mb

    hob ovenrange over

    SD

    UNIT 6

    mb

    hob ovenrange over

    mb

    hob ovenrange over

    mb

    hob ovenrange over

    hobovenrangeover

    UNIT 1

    UNIT 3

    UNIT 2

    UNIT 4

    UNIT 5

    UNIT 7

    UNIT 8

    hobovenrangeover

    M3 N3

    A3

    D3

    B3

    C3

    E3

    A2

    B2

    M2 N2

    A1

    B1

    M1 N1

    C1

    D1

    mb

    SD

    SD

    SD

    mb

    mb

    mb

    -Ground Floor Plans 1:50

  • Architectural Designers & Project Management Services

    Revision Notes: TITLE: First Floor Plans

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    SheetRevision RC RFI

    5CC

    ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD

    DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN

    ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.

    NOTES:

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS

    PER NZS 3604 : 2011

    KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.

    FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.

    ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL

    TERRITORIAL AUTHORITY REQUIREMENTS.

    WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.

    ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

    VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.

    SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party

    without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with

    the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    26.54 m2

    26.65 m2

    26.23 m2

    26.65 m2

    5.10 m2

    810 x

    1,98

    0

    510 x

    1,98

    0

    810 x 1,980

    2/410

    510

    510

    810 x 1,980

    510 x 1,980

    810 x

    1,98

    0

    2/410

    510

    510

    810 x

    1,98

    0

    510 x

    1,98

    0

    810 x 1,980

    2/410

    510

    510

    760

    560560

    760

    760

    760

    Type

    S1

    2,10

    0 x

    1,80

    0Ty

    pe S

    12,

    100

    x 1,

    800

    Type

    W2

    600

    x 1,

    800

    Type W5600 x 1,800

    Type W4600 x 1,800

    Type

    W2

    600

    x 1,

    800

    Type

    S1

    2,10

    0 x

    1,80

    0

    Type

    W2

    600

    x 1,

    800

    Type W2600 x 1,800

    Type

    W3

    1,20

    0 x

    1,80

    0Ty

    pe W

    31,

    200

    x 1,

    800

    Type

    W2

    600

    x 1,

    800

    1,00

    0 x

    800

    90 3,000 90 600 90 2,215 9090

    3,00

    090

    910

    315

    3,00

    090

    910

    315

    3,00

    090

    910

    315

    910

    903,

    000

    140

    901,

    920

    9099

    090

    910

    315

    1,92

    090

    990

    9091

    031

    51,

    920

    9099

    090

    910

    315

    910

    9099

    090

    1,92

    014

    0

    90 7,310 90

    90 2,840 90 600 90 600 90 3,000 90

    140

    3,09

    090

    3,00

    014

    0

    140

    2,00

    090

    1,00

    090

    910

    9060

    090

    1,31

    014

    0

    140

    6,18

    014

    0

    140

    1,00

    090

    2,00

    090

    3,00

    014

    0

    90 2,440 90 1,000 90 600 90 3,000 90

    90 5,995 90

    6,175

    90 3,000 90 600 90 2,215 90

    90 910 90 1,440 90 1,160 90 535 1,000 90 590 90

    901,

    920

    901,

    990

    315

    1,92

    090

    1,99

    031

    51,

    920

    901,

    990

    315

    1,99

    090

    1,92

    014

    0 90 8,750 90

    90 3,095 90 2,225 90 3,250 90

    4,29

    84,

    315

    4,29

    8

    140

    4,00

    031

    54,

    000

    315

    4,00

    014

    0

    140

    3,31

    090

    600

    315

    600

    903,

    310

    315

    600

    903,

    310

    140

    140

    3,09

    091

    031

    591

    090

    3,00

    031

    591

    090

    3,00

    014

    0

    140

    1,78

    023

    01,

    990

    315

    1,99

    090

    1,92

    031

    51,

    990

    901,

    920

    140

    90 3,095 90 2,225 90 3,250 90

    90 2,405 90 600 90 1,000 1,225 90 890 90 1,020 90 1,160 90

    +28,915

    +29,740

    +29,740

    4.25 m2

    4.25 m2

    48.39 m2

    4.25 m2

    4.25 m2

    storew.r

    w.rbedroom

    tiles

    storew.r

    w.rbedroom

    bedroom 2bedroom 1

    bedroom 2bedroom 1

    fwg

    fwg

    bedroom 2bedroom 1

    fwg

    bedroom 1 bedroom 2

    bedroom 3

    Fire Wall - tbc

    Fire Wall - tbc

    storehalf

    height

    storehalf

    height

    storew.r

    w.rbedroom

    storehalf

    height

    storew.r

    w.rbedroom

    storehalf

    height

    fwg

    fwg

    fwg

    fwg

    fwg

    810 x 1,980

    810 x

    1,98

    0

    810 x 1,980

    5.10 m2

    5.10 m2

    extract vent

    htr

    landing

    SD

    bathroom

    .9m x .9mshw

    htr

    landing

    SD

    bathroom

    bathroom

    w.rw.r linen

    landing

    ceilingaccessSD

    bathroom

    w.rw.r linen

    landingceilingaccessSD

    ht

    .9m x .9mshw

    .9m x .9mshw

    store(half heightover stairs)

    store(half heightover stairs)

    bathroom

    w.rw.r linen

    landing

    ceilingaccessS

    D

    ht

    .9m x .9mshw

    store(half heightover stairs)

    .9m x .9mshw

    bathroom

    store

    w.rw.r

    w.r

    UNIT 6

    UNIT 1

    UNIT 3

    UNIT 2

    UNIT 4

    UNIT 5

    UNIT 7

    UNIT 8

    ceilingaccess

    SD

    htr

    landing

    SD

    bathroom

    htr

    landing

    SD

    bathroom

    M3 N3

    A3

    D3

    B3

    C3

    E3

    A2

    B2

    M2 N2

    A1

    B1

    M1 N1

    C1

    D1

    void(framed over

    stairs)

    void(framed over

    stairs)

    void(framed over

    stairs)

    -First Floor Plans 1:50

  • Architectural Designers & Project Management Services

    Revision Notes: TITLE: Units 1-3 Elevations

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    SheetRevision RC RFI

    6CC

    ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD

    DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN

    ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.

    NOTES:

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS

    PER NZS 3604 : 2011

    KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.

    FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.

    ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL

    TERRITORIAL AUTHORITY REQUIREMENTS.

    WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.

    ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

    VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.

    SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party

    without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with

    the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    +26,200Ground Floor

    +26,200Ground Floor

    +28,915First Floor

    +28,915First Floor

    25,979

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    HRB @ A3m @ 45°complies

    selected BGCweatherboard

    selected 1m highaluminiumbalustrade system

    timber frame deck

    +26,200Ground Floor

    +26,200Ground Floor

    +28,915First Floor

    +28,915First Floor

    1,000

    2,94

    01,

    000

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    timber frame deck

    selected 1m highaluminium

    balustrade system

    road

    bou

    ndar

    y

    +26,200Ground Floor

    +26,200Ground Floor

    +28,915First Floor

    +28,915First Floor

    26,308

    HRB @ B3m @ 45°complies

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    +26,200Ground Floor

    +26,200Ground Floor

    +28,915First Floor

    +28,915First Floor

    1,000

    2,94

    01,

    000

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    selected 1m highaluminiumbalustrade system

    timber frame deck

    road

    bou

    ndar

    y

    -Units 1-3 North Elevation 1:50

    -Unit 1-3 West Elevation 1:50

    -Units 1-3 South Elevation 1:50

    -Units 1-3 East Elevation 1:50

  • Architectural Designers & Project Management Services

    Revision Notes: TITLE: Unit 4 Elevations

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    SheetRevision RC RFI

    7CC

    ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD

    DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN

    ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.

    NOTES:

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS

    PER NZS 3604 : 2011

    KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.

    FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.

    ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL

    TERRITORIAL AUTHORITY REQUIREMENTS.

    WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.

    ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

    VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.

    SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party

    without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with

    the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    29,740

    27,025

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard freestanding timber

    pergolas

    First Floor

    Ground Floor

    29,740

    27,025

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected BGCweatherboard

    freestanding timberpergolas

    First Floor

    Ground Floor

    29,740

    27,025

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    First Floor

    Ground Floor

    29,740

    27,025

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected BGCweatherboard

    freestanding timberpergolas

    First Floor

    Ground Floor

    800

    1800

    2100

    1800

    180

    2100

    1000

    800

    Standard Window Schedule

    Sizes are trim or framed opening size. Clearances will be deducted from this size. When detailing plans please ensure windows are not tight to an internal corner cladding return.

    600

    1800

    1200

    970

    W1 W2

    W3

    S1 D1

    W4

    1200

    -Unit 4 North Elevation 1:50

    -Unit 4 East Elevation 1:50

    -Unit 4 South Elevation 1:50

    -Unit 4 West Elevation 1:50

    - Joinery Schedule for pricing purposes only - All window heights & widths to be measured prior to manufacture - All other joinery to be double glazed, - Window configuration and sizes to be confirmed by client - Safety glass to be used in bathroom, ensuite & wc areas - Opaque glass to bathroom windows- Window openings to have a net openable area of no less than 5%of the floor area

    Where the possible height of fall is 1.0m or more, measured from the adjacentfloor level, windows that open shall have: (for openings less than 1.0m wide)

    a.) The lower edge of the opening no less than 760mm above floor level, orb.) A window opening restrictor fitted to limit the maximum dimension of theopening to 100mm

    Urban Design NZ ltd. recommmends all second storey windows are fitted withwindow opening restrictors

  • Architectural Designers & Project Management Services

    Revision Notes: TITLE: Units 5-8 Elevations

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    SheetRevision RC RFI

    8CC

    ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD

    DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN

    ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.

    NOTES:

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS

    PER NZS 3604 : 2011

    KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.

    FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.

    ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL

    TERRITORIAL AUTHORITY REQUIREMENTS.

    WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.

    ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.

    VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.

    SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party

    without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with

    the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    653

    872

    26,94426,800

    50

    29,740

    27,025

    HRB @ C3m @ 45°

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    freestandingtimber pergolas

    timber retainingbeyond

    First Floor

    Ground Floor

    29,740

    27,025

    27,65027,532

    653

    43

    HRB @ F3m @ 45°complies

    HRB @ E3m @ 45°complies

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    freestandingtimber pergolas

    First Floor

    Ground Floor

    43

    51

    27,308

    26,800508

    29,740

    27,025

    HRB @ D3m @ 45°

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    selected double glazedaluminium joinery

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    concrete blockretaining

    timber retaining

    First Floor

    Ground Floor

    29,740

    27,025

    28,46728,596

    5,29

    7

    HRB @ H3m @ 45°complies

    HRB @ G3m @ 45°complies

    selected colorsteelroofing

    Marley 80mmdownpipe ebony PVC

    Stratco colorsteelfascia & 'D' gutter

    selected BGCweatherboard

    freestandingtimber pergolas

    concrete blockretaining

    First Floor

    Ground Floor

    -Units 5-8 North Elevation 1:50

    -Units 5-8 East Elevation 1:50

    -Units 5-8 South Elevation 1:50

    -Units 5-8 West Elevation 1:50

  • ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTORPRIOR TO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZLTD SHOULD DIMENSIONS OR POSITIONS VARY TO THAT SHOWN

    IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT INACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS

    STOP WORK AND CONTACT DESIGNER IMMEDIATELY.SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION

    SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.

    NOTES:

    Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln

    ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS

    MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011

    FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS PER

    NZS 3604 : 2011KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE '

    MEASUREMENTS PRIOR TO FABRICATION.FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHEN

    MANUFACTURERS DOCUMENTS.ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)

    ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBCHAND BOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND

    LOCAL TERRITORIAL AUTHORITY REQUIREMENTS.WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOW

    OPENING SIZES PRIOR TO FABRICATION.ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCE

    WITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604

    SECTION 4.8.

    TITLE: Outlook Space Plans & Sun Study

    Client:

    Address:

    Williams Corporation

    6 St Leonards Rd

    Kelston

    Auckland

    Scale:

    Drawn By:

    As Shown @ A1

    Start Date:

    Print Date:

    11/09/2019

    4/12/2019

    Revision RC RFI

    CC

    Sheet

    9

    Revision Notes:

    This Drawing remains the property of Urban Design Ltd. Itmust not be used, copied or handed to any third party without

    the written permission of Urban Design Ltd.The Contractor shall check and verify all dimensions and

    levels prior to commencing any work.All construction shall be in accordance with NZS 3604, unless

    specifically Engineered, and in accordance with the currentBuilding Act.

    ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa

    Architectural Designers & Project Management Services

    RC RFI - Revised 14-Nov-19

    SW Tanks Added - 25/10/19

    dining/lounge

    dining/lounge

    dining/lounge

    dining/lounge

    W

    W

    W

    W

    W

    W

    W

    W

    FF

    F

    FF

    FF

    F

    112°26'50" 19.70

    202°26'50" 41.08

    292°26'50"19.70

    22°26'50" 41.08

    6m x 4moutlook space

    kitchen

    dining lounge

    kitchen

    dining lounge

    kitchen

    entry

    kitchen

    entry

    kitchen

    entry

    kitchen

    entry

    kitchen

    dining lounge

    office

    laundry

    kitchenlounge

    wc

    entry

    6m x 4moutlook space

    6m x 4moutlook space

    6m x 4moutlook space

    6m x 4moutlook space 6m x 4m

    outlookspace

    6m x 4moutlookspace

    6m x 4moutlookspace

    2

    2

    2

    112°26'50" 19.70

    202°26'50" 41.08

    292°26'50"19.70

    22°26'50" 41.08

    3m x 3mbed outlook

    bedroom

    bedroom

    bedroom 2bedroom 1

    bedroom 2bedroom 1

    bedroom 2bedroom 1bedroom 1 bedroom 2

    bedroom 3

    bedroom

    bedroom

    3m x 3mbed outlook

    3m x 3mbed outlook

    3m x 3mbed outlook

    3m x 3mbed outlook

    1m x 1mbed outlook

    1m x 1mbed outlook

    1m x 1mbed outlook

    1m x 1mbed outlook

    1m x 1mbed outlook

    bathroom

    bathroom

    bathroom

    bathroom

    bathroom

    bathroom

    bathroom

    bathroom

    3m x 3mbed outlook

    3m x 3mbed outlook

    3m x 3mbed outlook

    -Proposed Ground Floor Outlook Spaces 1:100

    -Proposed First Floor Outlook Spaces 1:100

    SEPTEMBER 22 - 12pm

    SEPTEMBER 22 - 10am

    SEPTEMBER 22 - 2pm

    SEPTEMBER 22 - 4pm

    SUN STUDYApproximate representation for September 22

    V18.472 - WC - 6 St Leonards Rd - RC RFI - 20191204 (2)01 Cover02 Existing Site Plans03 Proposed Site Plan04 Ground Floor Plans 05 First Floor Plans 06 Units 1-3 Elevations07 Unit 4 Elevations08 Units 5-8 Elevations09 Outlook Space Plans & Sun Study