Katris architects pty ltd · 2020. 9. 22. · Katris architects pty ltd CLIENT SECTION 4.55...

Katris architects pty ltd

CLIENT

SECTION 4.55 APPLICATION

Date:

[email protected]

P 02 9744 5421

www.katris.com.a

level 1, 3-5 burwood road, concord 2137 nsw po box 703 burwood 1805 nsw

FOR:

Nominated Architects Chris Katris (reg 9724), Nick Katris (reg 3878), Peter Katris (reg 4569)

MR R LAVIANO AND MR A BROMBAL (RA PROPERTYSERVICES PTY LTD)

Proposed relocation and construction of new Joe andSons (Builders Hardware and Landscaping SupplyCentre) at 33-35 Queens road, Five Dock to 177

Parramatta road, Homebush West (cnr of Bedford road)Lot 5 DP 596728 and Lot 2 DP 210783.

04.09.2020

ISSUE M

SHEET DRAWING TITLE ISSUE

M000 TITLE MM101 GROUND FLOOR PLAN MM103 MEZZANINE MM105 ROOF PLAN MM106 NORTH AND SOUTH ELEVATIONS MM107 WEST AND EAST ELEVATIONS MM108 SECTION M

1:200 @ A3IMPORTANT NOTETHESE DRAWINGS HAVE BEEN ISSUED FORDEVELOPMENT APPLICATION PURPOSESONLY. THEY ARE NOT ISSUED FORCONSTRUCTION OR CONSTRUCTIONCERTIFICATE OR FOR THE PURPOSES OFPRICING BY ANY CONTRACTOR

ARCHITECTURAL DRAWING SCHEDULE

CLOUDS INDICATE AMENDMENTS

REF.UP

5D P 5 9 6 7 2 8

2312.3m2

EXISTING CONCRETE DRIVEWAY

NO. 177

3.89

N E W D R I V E W A Y

P R O P O S E D N E W D R I V E W A Y

BULKY GOODS RETAIL SALES

W A R E H O U S E S T O R A G E

GENERAL COUNTERSERVERY AREA AS SELECTED

BY PROPRIETOR

OFFICE 2

OFFICE 1

C E M E N T S H E D & W A R E H O U S E S T O R A G E

STAFF ROOM

1.

2.

3.

4.

5.

6.

7.

8.9.

LIN

E O

F M

EZZA

NIN

E LE

VEL

ABO

VE

S A N D S T O R A G E A R E A

OVERNIGHT TRUCK PARKING AND INCIDENTAL TRUCK PARKING DURING THE DAY

SLIDING GATE

C A R P A R K I N G A R E A

1. 2. 3.4. 5. 6. 7. 8. 9. 10. 11.

MALE WC

FEMALE WC

DIS WC

ACTUAL BOUNDARY OF SITE

DISABLED PERSONS CAR

SPACE


SPACE

SHARED ZONE

MEZZANINE ABOVE SHOWN DOTTED

PROPOSED LANDSCAPED AREA

11.

2000

12.



BEDFORD ROAD

PAR

RAM

ATTA

RO

AD

18380

16290

A

M108

A

M108

SLIDING GATE

OFFICE AREA = 25.7m²

13.

14.

10.LINE OF ROOF OVER

RAM

P U

P @

1:2

0

FFL RL 5.00

FFL RL 5.00

FFL RL 4.90

FFL RL 4.90

CREST RL 4.8 AS PER ENGS

DETAILS

FALLS TO SUMPS IN ACCORDANCE WITH STORM WATER ENGINEERS DRAWINGS

PROPOSEDFCGL RL 4.9

PROPOSEDFCGL RL 4.7

PROPOSED FENCEPR

OPO

SED

FEN

CE

PROPOSED FENCE

PROPOSED FENCE

FFL RL 4.90

PROPOSEDFCGL RL 4.90

BIN

BIN

SHAD

E T

REE

S TO

CO

MPL

Y W

ITH

PA

RT

D 2

.10

(13-

14) S

CD

CP

2M WIDE LANDSCAPE STRIP TO COMPLY WITH PART D 2.10.1(6) SCDCP


+ 5.30 + 5

.30 + 5.30 + 5

.30 + 5.

30

+ 5.30 + 5

.30

+ 5.30

+ 5.30

+ 5.30

+ 5.30

+ 5.30

1:20 ramp up

RL 4.0

RL 4.76

RL 4.90

RL 4.9

+ 4.9

+ 4.75

RAMP

UP @

1:40

+ RL 4.90

+ RL 4.90

NEW ALUMINIUM FRAMED WINDOW(S) AS SEL. BY THE PROPRIETORSAND TO CONFORM WITH THE BASIXCERTIFICATE

NEW ALUMINIUM FRAMED WINDOW(S) AS SEL. BY THE PROPRIETORS

AND TO CONFORM WITH THE BASIXCERTIFICATE

PROVIDE ROLLER DOOR TO MANUFACTURERS REQUIREMENTS.

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

A

B

C

D

fwfw

fw

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

AS2890.6 CLEAR SPACE 2400W X 5400L X 2500H

WT2

B

WT2

WHEEL STOPS (WS) TO AS 2890.1

CAR

SPAC

E 8

2500

CAR

SPAC

E 7

2500

CAR

SPAC

E 6

2500

CAR

SPAC

E 5

2500

2500

CAR

SPAC

E 4

2500

CAR

SPAC

E 3

2500

CAR

SPAC

E 2

2500

CAR

SPAC

E 1

2500

S

S

S



200mm CONCRETE BLOCK WALL TO ENGINEERS DETAILS. CONTRACTOR MUST ENSURE THIS WALL HAS A FIRE RATING OF 90/90/90

2400WTYPE 1 DOOR

2400

HC

HC HC

HC

HC

HC

HWU

BOLLARDS AS PER D1.10 OF NCC

BOLLARDS AS PER D1.10 OF NCC

FIRE HOSE REEL & HYDRANT AS PER HYDRAULIC ENGS

DETAILS



FLAT TOP WITH CRANE SPACE

SMALL TIPPER 1

SMALL TIPPER 2

SMALL TIPPER 3

HINO TIPPER

RIGID TRUCK BOGIE SPACE

FLAT TOP WITH CRANE SPACE


15.

16.

6000

6000

4000

2600

2600

2600

2600

2600

2710

2500

2800

1256

5

PROPOSED WALL & GARAGE ROLLER DOOR

+ RL 4.68

+ 4.75 + 4.90+ 5.13 + 5.05

+ 4.80 - AS PER ENGS DETAILS

18.

17.

1.

2.

3.

4.

5.

6.

7.

WS

820

WS

820

WS 820

WS 820

WS

WS

WS

WS

WS

WS

B

M108

B

M108

A TOTAL OF EIGHTEEN (18) OFF- STREET PARKING SPACES AND SEVEN (7) LOADING BAYS, HARDPAVED, LINEMARKED, LABELLED AND DRAINED, SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED PLANS AS PER CONDITION NO.14

BOLLARD

DA CONDITION 43A(b) TO BE DELETED AND TWO (2) CANOPY TREES NOT TO BE PLANTED.

REFER TO STATEMENT OF ENVIRONMENTAL EFFECTS AND ARBORIST STATEMENT

PREPARED BY TALC DATED 27 AUG 2020.

2700

BOARD SEWER AS PER ENGINEERS DETAILS

RWH AS PER ENGINEERS DETAILS









DP AS PER ENGINEERS DETAILS



FRL

90/9

0/90

FRL

90/9

0/90

1168

5

5400 6300

2500

2500

5500

5700

6000

8000

10500

5400

64006100

61006400

12

12

11

11

10

10

FWFW

FW FW FW FW FW FW FW FW FW

ABOVE GROUND OSD BASIN

ALL PITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS3500.3 AS PER ENGS DETAILS


PITS TO ENGS DETAILS

GRATED DRAIN TO ENGS DETAILS



FWFW

STORMWATER FILTER CHAMBER TO ENGS DETAILS

2.4M CEILING HEIGHT UNDER MEZZANINE

BOX GUTTER OVER BOX GUTTER OVERBOX GUTTER OVER

DPDPDPDPDP

DPDP

DP DP

DP

DP

3.79

3.77

3.703.74

EXIST RL

EXIST RLEXIST RL

4.63EXIST RL

EXIST RL4.60



DETAILS




RAM

P U

P 1:

20

3000

5010

0050

COLUMN.

COLUMN. COLUMN. COLUMN. COLUMN.

COLUMN.

COLUMN. COLUMN. COLUMN.

COLUMN.

COLUMN.

COLUMN.

COLUMN.

COLUMN.

COLUMN. COLUMN.

COLUMN.

COLUMN.

COLUMN.

COLUMN.

COLUMN.

COLUMN. COLUMN.

COLUMN.

COLUMN.


LINE OF ROOF OVER

COLUMN.

COLUMN. COLUMN. COLUMN. COLUMN. COLUMN. COLUMN. COLUMN. COLUMN.

COLUMN.

COLUMN.

COLUMN. COLUMN.

COLUMN. COLUMN. COLUMN. COLUMN. COLUMN.

COLUMN. COLUMN.

COLUMN. COLUMN.

COLUMN.

1000

katris architects pty ltd

JOB No.DRAWN

CLIENT

ARCHITECT'S APPROVAL

DRAWING No ISSUESCALEDATE

PROJECT

TITLE

AMENDMENTDATE ISSUEARCHITECTURAL - GENERAL NOTESA1 All dimensions are to be confirmed on site by the builder/subcontractor, any incongruencies must be reported to the Architect before commencement of any workA2 The Builder/subcontractor will be held responsible for any construction details which have not been approved by the Architect.A3 In the event of encountering any discrepencies on these drawings, specification or subsequent instructions issued, the Builder/Subcontractor shall contact the Architect before proceeding further with any work.A4 The Builder/Subcontractor will be held responsible for the watertightness of the whole building for a minimum period of two years after the date of practical completion.A5 It is the contractor's responsibilty to have all Architectural & Structural documentation, including all site instructions any any details issued during the course of construction, approved by the relevent authorities including the local Council & the Water Board before any work may be proceeded with.A6 All construction, control joints and expansion joints in the wall, floors, & other locations shall be in strict accordance with Architectural and/or Structural Engineering details. Nojoints or breakes other than specified, are allowed without written permission from the Architect and/or Engineer.A7 Measurements for the fabrication of secondary components such as, windows, doors,internal frames, structural steel components and the like, are not to be taken from thesedocuments. Mearurements must be taken on site to suit the work as constructed.A8 All structural components shall be in strict accordance to details and specifications as prepared by a structural engineer, and those details from part of the total specification.A9 All existing structures need to be examined for structural adequacy, and it is the Contractor's responsibillty to ensure that a certificate of structural adequacy is available prior to the start of any work.A10 No construction work shall commence until a site survey has been completed. This work must be performed by a registered Surveyor.A11 Foundation set-out, is to be performed by the Surveyor mentioned in 'A10' and recovery pegs must be protected during construction.A12 All timber work is to comply with the requirments of the 'Light Timber Framing Code' S.A.A. Codes and Structural Engineer's details and specification.A13 Copyrights of all documentation and designs relating to both Architectural and Structural Engineering, are retained by this office. Written authority is required for any reproduction.A14 All Architectural documentation to be read in conjunction with the Structural Engineer's details and specification.A15 Comply with the 'hazardous materials' clause of the specification

DRAWN

f 02 9747 5046abn 79 001 639 970

p 02 9744 5421level 1 3-5 burwood road, concord nsw 2137PO Box 703 burwood 1805 nsw australia

IMPORTANT NOTEIt is the Tenderer's & Contractor's responsibility to check that all Architectural, Structural and all other job related documentation's have been recieved before tendering and/or construction may commence. Should there be any doubt to the availability of such document's the Architect should be notified before further details be needed, the tenderer and/or Contractor shall obtain such details before signing of contract documents. Failure to adhere to these conditions, the Tenderer and/or Contractor nullifies any right or claim for extras, due to interpretation of documentation, and the Architect's &/or Engineer's direction shall be carried out at no extra cost.

www.katris.com.au

TN


1 : 100

MR R LAVIANO AND MR A BROMBAL (RA PROPERTY SERVICES PTY LTD)Proposed relocation and construction of new Joe and Sons (Builders Hardwareand Landscaping Supply Centre) at 33-35 Queens road, Five Dock to 177Parramatta road, Homebush West (cnr of Bedford road) Lot 5 DP 596728 andLot 2 DP 210783. 1153-11

04.09.2020GROUND FLOOR PLAN M101 M

CK M

MF 30.10.15 D ISSUE FOR STORMWATER & TRAFFIC ENGINEER

MF 16.11.15 E ISSUE FOR DA CONSULTANTS MF 18.11.15 F ISSUE FOR DA CONSULTANTS - PARKING

MF 01.12.15 G ISSUE FOR DA

MF 15.12.15 H ISSUE FOR ADDITIONAL INFORMATION

MF 01.06.16 I ISSUE TO ADDRESS COUNCILS DA RESPONSE LETTER DATED

MF 10.06.16 J ISSUE TO INCLUDE UPDATED STORMWATER

JN 27.3.17 K ISSUE FOR CC

HC = DENOTES HOSECOCKS. REFER TO ARCH SPECHWU = DENOTES HOT WATER UNIT. REFER TO ARCH SPEC.

CT 07.06.19 L ISSUE FOR MODIFIED CC

SECTION 4.55 SUBMISSIONCLOUDS INDICATE AMENDMENTS

CK 04.09.2020 M ISSUE FOR SECTION 4.55 SUBMISSION CK

1 : 100GROUND FLOOR WITH NOTES

1

4.60LP

STORMWATER CHANNEL / CULVERT

3.74

3.273.27

GRASS

RIDGE

ROOF

ROOF R

ROOF

ROOF

4.68

2.36

2.352.30

2.34

2.33

3.413.47

3.52

3.593.66

3.78

3.413.47

3.52

3.593.66

3.78

4.60

4.63

4.60

UPA

M108

A

M108

2 3 4 5 6 7 8 91

A

B

C

D

MEZZANINE LEVEL -WAREHOUSE STORAGE

COVERED LOADING AREA FOR SMALL RIGID DELIVERY TRUCKS (BELOW)

ALUMINIUM FRAMED 'BREEZEWAY' MANUAL LOUVRES REMOVED

5D P 5 9 6 7 2 8

2312.3m2

EXIS

TIN

G C

ON

CR

ETE

DR

IVEW

AY T

O B

E R

EDU

CED

TOP

OF

0.15

m K

ERB

& G

UTT

ER

CO

NC

RET

E PA

THC

ON

CR

ETE

PATH

EXISTING CONCRETE DRIVEWAY TO BE REDUCED

EXISTING CONCRETE DRIVEWAY EXISTING CONCRETE

DRIVEWAY TO BE REDUCED

0.23

w R

END

. BR

ICK

WAL

L

0.23w BRICK WALL0.23w BRICK RETAINING W

ALL

0.23w BRICK RETAINING WALL0.23w BRICK RETAINING WALL

0.23w BRICK RETAINING WALL

NO. 177

GRASS

3.89



C E M E N T S H E D & W A R E H O U S E S T O R A G E

1.

2.

3.

4.

5.

6.

7.

8. 9.

OVERNIGHT TRUCK PARKING AND INCIDENTAL TRUCK PARKING DURING THE DAY

SLIDING GATE. AS SEL. BY PROP. AND AS PER ARCH. SPEC



11.

12.

BEDFORD ROADPA

RR

AMAT

TA R

OAD

SLIDING GATE

13.

14.

10.

EXIST RL

EXIST RL

EXIST RL

EXIST RL

EXIST RL EXIST RL




EXIST RL

DR

AING

E G

RAT

E TO

ST

OR

MW

ATER

ENG

INEE

RS

SPEC

IFIC

ATIO

NS

PRO

POSE

D F

ENC

EPR

OPO

SED

FEN

CE

PROPOSED FENCE PROPOSED FENCE

FFL RL 4.77

SHADE TREES TO COMPLY WITH PART D 2.10 (13-14) SCDCP


2M WIDE LANDSCAPE STRIP TO COMPLY WITH PART D 2.10.1(6) SCDCP PROVIDE ALUMINIUM FRAMED 'BREEZEWAY'

MANUAL LOUVRES AS SPECIFIED BY MANUFACTURER AND IN ACCORDANCE WITH THE

ARCHITECTURAL SPECIFICATION


STEEL FRAMED STAIRS TO ENGINEERS DETAILS

PROVIDE ALUMINIUM FRAMED 'BREEZEWAY' MANUAL LOUVRES

S

DASHED LINE INDICATES SAND STORAGE BELOW

FALL

4.2

5°FA

LL 4

.25°

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WSWHEEL STOPS (WS) TO AS 2890.1

PROVIDE METAL 'KLIP-LOK' ROOF SHEETING.REFER TO ARCH. SPEC

DOTTED LINE INDICATES BLOCKWORK BELOW

DOTTED LINE INDICATES BLOCKWORK BELOW

THESE STOCKPILES ARE TO BE COVERED USING TARPAULIN AND WEIGHTS ( TO HOLD THE TARPAULIN IN PLACE) WHEN ACCESS IS NOT REQUIRED AS PER COND.

93. WHEN THE STOCKPILES ARE EXPOSED, THE PERMANENTLY INSTALLED IRRIGATION SYSTEM SHALL BE

UTILISED.

SOLAR VOLTAIC COLLECTOR


STRIPS OF TRANSLUCENT ROOF SHEETING


PROPOSED GARAGE ROLLER DOOR

B

M108

B

M108

WS


+ RL 4.68

+ 4.75 + 4.90+ 5.13 + 5.05


GALVANISED METAL BOX GUTTER 800MM WIDE x 200MM DEEP AS PER STORMWATER ENGINEERS

DETAILS REFER TO ARCHITECTURAL SPECS



FRL

90/9

0/90

FRL

90/9

0/90








DP AS PER ENGINEERS DETAILS DP AS PER ENGINEERS

DETAILS

FFL RL 8.06

121110


C1



DP TO ENGINEERS DETAILS

1256

5



1000

LOWER METAL ROOF

2 CANOPY TREES TO BE REMOVED

HC

HC

HC

COLUMN.

COLUMN.


COLUMN. COLUMN.

COLUMN. COLUMN.

LINE OF ROOF OVER

BOX GUTTER OVER BOX GUTTER OVERBOX GUTTER OVERDP

W A R E H O U S E S T O R A G E B E L O W


JOB No.DRAWN

CLIENT



PROJECT

TITLE


DRAWN

f 02 9747 5046abn 79 001 639 970



www.katris.com.au

TN


1 : 100


04.09.2020MEZZANINE M103 M

MF M

1 : 100MEZZANINE LEVEL

1

STAIR NOTER.C STAIRS MUST CONFORM WITH BUILDING CODE OF AUSTRALIA AND AS PER THE ARCHITECTURAL SPECIFICATION









GRIDS (2 - 8) & (10 - 11) = CENTERLINE OF MEMBERSGRIDS 1, 9, 12 = EXTERNAL FACE OF MEMBERS / CONCRETE WALL GRIDS (2 - 8) & (10 - 11) = CENTERLINE OF MEMBERS


CK 04.09.2020 M ISSUE FOR SECTION 4.55 SUBMISSION CK

4.60LP

MH

PIT

MH

PIT

4.07

4.67

4.60

3.98MH4.77

26°40'50" 26°40'50"

116°

44' 5

0" 3

5.01

5

205°37'20"205°37'20"

203°43'40"

295°

51'4

0"

37.

485

2D P 4 4 1 6 0 2 D

D P 5 3 1 8 1 71




SSM 71408

4.69

4.71

3.27

2.16

2.182.27

2.31

4.85

4.804.72 4.54

4.414.20 4.15 4.09

4.04

3.97

4.84

4.68

4.57

4.61

4.59

4.64

4.78

4.87

4.88

4.58

2.36 2.39 2.372.28

2.24

2.222.262.32

2.38

2.352.30

2.34

2.33

BOLLARDBOLLARD 4.48

4.52

4.634.73

4.745.034.995.095.14

3.813.63 3.53

3.513.43 3.38

3.363.41

3.473.52

3.593.66

3.783.70

4.10

4.60

4.63

4.05

RL. 4.05 (AHD)GIN TOP OF KERBBM

FALL 6 DEGREES

NEW COLORBOND METAL ROOF NEW COLORBOND METAL ROOF (UPPER ROOF)

PROPOSED SIGNAGE

FALL 6 DEGREES FALL 4.25 DEGREES

FALL 4.25 DEGREES

A

M108

A

M108

FALL 6 DEGREES

FALL 6 DEGREES

FALL 6 DEGREES

PROPOSED NEW COLORBOND METAL ROOF

RWH DP

COVERED LOADING AREA FOR SMALL RIGID DELIVERY TRUCKS (BELOW)

5D P 5 9 6 7 2 8

2312.3m2

TOP

OF

0.15

m K

ERB

& G

UTT

ER

CO

NC

RET

E PA

THC

ON

CR

ETE

PATH


EXISTING CONCRETE DRIVEWAY


0.23

w R

END

. BR

ICK

WAL

L

0.23w BRICK WALL0.23w BRICK RETAINING W

ALL



NO. 177

GRASS



1.

2.

3.

4.

5.

6.

7.

8. 9.

S A N D S T O R A G E A R E A B E L O W

SLIDING GATE




SPACE


SPACE

COMMON AREA

11.

12.


BEDFORD ROADPA

RR

AMAT

TA R

OAD

SLIDING GATE

13.

10.

EXIST RL

EXIST RL

EXIST RL

EXIST RL

EXIST RL

EXIST RL EXIST RL




EXIST RL EXIST RL

EXIST RL

DR

AING

E G

RAT

E TO

ST

OR

MW

ATER

ENG

INEE

RS

SPEC

IFIC

ATIO

NS

PROPOSED FENCE

PRO

POSE

D F

ENC

EPR

OPO

SED

FEN

CE

PROPOSED FENCE PROPOSED FENCE


2 3 4 5 6 7 8 91

A

B

C

D

walls below shown dashed



WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

RIDGE R.L 9.56

RIDGE R.L 12.03

NEW COLORBOND METAL ROOF

THESE STOCKPILES ARE TO BE COVERED USING TARPAULIN AND WEIGHTS ( TO HOLD THE TARPAULIN IN PLACE) WHEN ACCESS IS NOT REQUIRED AS PER COND.

93. WHEN THE STOCKPILES ARE EXPOSED, THE PERMANENTLY INSTALLED IRRIGATION SYSTEM SHALL BE

UTILISED.





SOLAR VOLTAIC COLLECTOR STRIPS OF TRANSLUCENT ROOF SHEETING SOLAR VOLTAIC COLLECTOR SOLAR VOLTAIC COLLECTOR

B

M108

B

M108


14.

+ RL 4.68

+ 4.75 + 4.90+ 5.13 + 5.05


WS

PROPOSED LANDSCAPED AREA


RWH DP

RWH

RWH RWH RWH RWH RWH

STRIPS OF TRANSLUCENT ROOF SHEETINGSOLAR VOLTAIC

COLLECTOR


EAVES GUTTER

PARAPET TO ENGINEERS DETAILS

121110







12.03

12.18PARAPET RL

BOX GUTTER BOX GUTTER

BOX GUTTERBOX GUTTER

LOWER ROOF

12.03

2 CANOPY TREES TO BE REMOVED

RWH

PROVIDE ALUMINIUM FRAMED 'BREEZEWAY' MANUAL LOUVRES AS SPECIFIED BY

MANUFACTURER AND IN ACCORDANCE WITH THE ARCHITECTURAL SPECIFICATION

PROVIDE ALUMINIUM FRAMED 'BREEZEWAY' MANUAL LOUVRES AS SPECIFIED BY MANUFACTURER AND IN ACCORDANCE WITH THE ARCHITECTURAL SPECIFICATION

DP DP DPEAVES GUTTEREAVES GUTTER

DP

EAVES GUTTER


DETAILS


DETAILS

BOX GUTTER

BOX GUTTER


JOB No.DRAWN

CLIENT



PROJECT

TITLE


DRAWN

f 02 9747 5046abn 79 001 639 970



www.katris.com.au

TN


1 : 100


04.09.2020ROOF PLAN M105 M

MF M








IMPORTANT NOTE - WALL TYPE 1The air-cell insulation proposed to Wall Type 1 must achieve a Spread of flame index not more than 9 and a Smoke-developed Index not more than 8 if the Spread-of-flame is more than 5 Sarking. The Contractor must provide evidence of compliance in accordance with Spec C1.10 Clause 7: Other Materials.


CK 04.09.2020 M ISSUE FOR SECTION 4.55 SUBMISSION


JOB No.DRAWN

CLIENT



PROJECT

TITLE


DRAWN

f 02 9747 5046abn 79 001 639 970



www.katris.com.au

TN


1 : 100


04.09.2020ROOF PLAN M105 M

MF M


CK

GROUND FFL5.00

GROUND FFL5.00

MAXIMUM BUILDING HEIGHT DCP - 10 METRE HEIGHT LIMIT

B O

U N

D A

R Y

AT

SOU

TH-W

EST

ELE

VATI

ON

MAXIMUM BUILDING HEIGHT LEP - 16 METRE HEIGHT LIMIT

MEZZANINE LEVEL.8.06


3969

3060

ROOF LINE12.03

ROOF LINE12.03

PROVIDE MINI ORB EXTERNAL WALL CLADDING AS PER MANUFACTURERS REQS. REFER TO ARCH SPEC AND MATERIALS AND FINISHES SCHEDULE.


PROVIDE MINI ORB EXTERNAL WALL CLADDING AS PER MANUFACTURERS REQS. REFER TO ARCH SPEC AND

MATERIALS AND FINISHES SCHEDULE.

GALAVANISED STEEL FENCE. REFER TO ARCH. SPEC



1860

1000

2180 1

630

700

1630

700

1630

700

PROVIDE 'DECO-WOOD' RED CEDAR HORIZONTAL COMPOSITE TIMBER FINISH OR SIMILAR. REFER TO MANUFACTUERS DETAILS

AND THE ARCHITECTURAL SPECIFICATION

NEW ALUMINIUM FRAMED WINDOW(S) AS SEL. BY THE PROPRIETORS AND TO CONFORM WITH THE BASIX CERTIFICATE

R.L 9.70

2035

300mm BLOCKWORK TO ENGINEERS DETAILS

NEW ALUMINIUM FRAMED WINDOW(S) AS SEL. BY THE PROPRIETORS AND TO CONFORM WITH THE BASIX CERTIFICATE

3970

3060

B O

U N

D A

R Y

AT

SOU

TH-W

EST

ELE

VATI

ON

R.L 6.93

METAL AWNING. REFER TO ARCH. SPEC.

4.25

°

ROOF SHOWN DASHEDROOF SHOWN DASHED

THESE STOCKPILES ARE TO BE COVERED USING TARPAULIN AND WEIGHTS ( TO HOLD THE TARPAULIN IN PLACE) WHEN ACCESS IS NOT REQUIRED AS PER COND. 93. WHEN THE STOCKPILES ARE EXPOSED, THE PERMANENTLY INSTALLED IRRIGATION SYSTEM AS PER COND. 81 SHALL BE UTILISED.

GLAZING REFLECTIVITYA GLAZING REFLECTIVITY INDEX OF LESS THAN 20% MUST BE PROVIDED FOR CERTIFICATION AS PER CONDITION 67.

RWH TO ENGINEERS DETAILS.





ROOF SHOWN DASHED

11.35

12.18

COLUMNS BEHIND

ROOF SHOWN DASHED

4600

650

BUILDING IN THE DISTANCE




GROUND FFL5.00

GROUND FFL5.00

MAXIMUM BUILDING ENVELOPE DCP - 10 METRE HEIGHT LIMIT

B O

U N

D A

R Y

AT

NO

RTH

-EAS

T EL

EVAT

ION

B E D F O R D R O A D

MAXIMUM BUILDING ENVELOPE LEP - 16 METRE HEIGHT LIMIT



ROOF LINE12.03

ROOF LINE12.03

3060

3970

B O

U N

D A

R Y

AT

NO

RTH

-EAS

T EL

EVAT

ION

3060

3970

RIDGER.L 12.03

FIRE RATED 200mm wall

METAL 'KLIP-LOK' ROOF

FIRE RATED 200mm wall




JOB No.DRAWN

CLIENT



PROJECT

TITLE


DRAWN

f 02 9747 5046abn 79 001 639 970



www.katris.com.au

TN


1 : 100


04.09.2020NORTH AND SOUTH ELEVATIONS M106 M

MF M

GLAZING REFLECTIVITY NOTE:THE CONTRACTOR MUST ENSURE THAT THE EXTERNAL GLASS USED IN THE BUILDING HAS A REFLECTIVITY INDEX OF LESS THAN 20% AS PER CONDITION 67. REFER TO ARCH SPEC AND SECTION J REPORT PREPARED BY PARTNERS ENERGY DATED 30/03/2017.

1 : 100SOUTH WEST ELEVATION

1

1 : 100NORTH EAST ELEVATION

2

MF 30.10.15 D ISSUE FOR STORMWATER & TRAFFIC ENGINEER REVIEW

MF 16.11.15 E ISSUE FOR DA CONSULTANTS MF 18.11.15 F ISSUE FOR DA CONSULTANTS - PARKING CHANGE



MF 01.06.16 I ISSUE TO ADDRESS COUNCILS DA RESPONSE LETTER DATED 18.05.2016

MF 10.06.16 J ISSUE TO INCLUDE UPDATED STORMWATER DETAILS




CKCK 04.09.2020 M ISSUE FOR SECTION 4.55 SUBMISSION

GROUND FFL5.00

RL

PROPOSED SIGNAGE. REFER TO ARCH. SPEC.

B O

U N

D A

R Y

B O

U N

D A

R Y

C A R P A R

MAXIMUM BUILDING HEIGHT LEP - 16 METRE HEIGHT

MAXIMUM BUILDING HEIGHT DCP - 10 METRE HEIGHT


ROOF LINE12.03

23456789 1


METAL 'KLIP-LOK' ROOF TO ENGINEERS DETAILS.

740

740

PROVIDE 'STEEL-LINE' OR SIMILAR ROLLER DOOR TO MANUFACTURERS REQUIREMENTS.

REFER TO ARCHITECTURAL SPECIFICATION





300mm BLOCKWORK TO ENGINEERS DETAILS (WT2)

GALVANISED STEEL FENCE. REFER TO ARCH. SPEC

R.L 9.70

R.L 7.90

3060

3970

COLORBOND GUTTERS & DOWNPIPES & CONNECTED TO STORMWATER LINES AS PER THE STORMWATER ENG. DETAILS.

REFER TO ARCH SPEC AND MATERIALS AND FINISHES SCHEDULE.

ROOF RIDGER.L 9.56

FIRE RATED 200mm BLOCKWORK TO ENGINEERS DETAILS (WT2B)

(WT2

B)





RWH AS PER ENGINEERS DETAILS RWH AS PER ENGINEERS DETAILS


12 11 10

44384900444047184834631664325664543054315430


9283516136 8303516118

12.1812.03

EQEQEQ

CENTRE LINE BETWEEN RAINWATER HEADS

4776 4776

650650

1500

GROUND FFL5.00

RL 3.74N A T U R A L G R O U N D L I N E

B O

U N

D A

R Y

B O

U N

D A

R Y

MAXIMUM BUILDING HEIGHT LEP - 16 METRE HEIGHT LIMIT

MAXIMUM BUILDING HEIGHT DCP - 10 METRE HEIGHT LIMIT


ROOF LINE12.03

2 3 4 5 6 7 8 91

PROVIDE MINI ORB EXTERNAL WALL CLADDING AS PER MANUFACTURERS REQS. REFER TO ARCH SPEC

AND MATERIALS AND FINISHES SCHEDULE.


ROOF RIDGER.L 9.56

4500

METAL KLIP-LOK SKILLION ROOVE TO COVER "OPEN AIR" LANDSCAPE MATERIAL HOLDING AREA TO STRUCTURAL ENGINEERS DETAILS AS PER PART B CLAUSE 4 IN THE NOTICE OF DETERMINATION

NEW ALUMINIUM FRAMED WINDOW(S) AS SEL. BY THE PROPRIETORSAND TO CONFORM WITH THE BASIX CERTIFICATE

NEW ALUMINIUM FRAMED DOOR WITH FIXED WINDOWS AS SEL. BY THE PROPRIETORS AND TO CONFORM WITH THE BASIX CERTIFICATE

200mm BLOCKWORK TO ENGINEERS DETAILS

COLORBOND GUTTERS & DOWNPIPES & CONNECTED TO STORMWATER LINES AS PER THE STORMWATER ENG. DETAILS.

REFER TO ARCH SPEC AND MATERIALS AND FINISHES SCHEDULE.


COLORBOND GUTTERS & DOWNPIPES & CONNECTED TO STORMWATER LINES AS PER THE STORMWATER ENG. DETAILS. REFER TO ARCH SPEC

AND MATERIALS AND FINISHES SCHEDULE.

1400

1000

1400

1000

690

20552

745

PROVIDE 'STEEL-LINE' OR SIMILAR ROLLER DOOR TO MANUFACTURERS REQUIREMENTS. REFER TO ARCHITECTURAL SPECIFICATION300mm BLOCKWORK TO ENGINEERS DETAILS

3970

3060

3000

2075

100


121110


DP AS PER ENGINEERS DETAILSDP AS PER ENGINEERS DETAILS

4438 4900 4440 4718 4834 6316 6432 5664 5430 5431 5430

9.70

12.18

EAVE GUTTERS EAVE GUTTERS





JOB No.DRAWN

CLIENT



PROJECT

TITLE


DRAWN

f 02 9747 5046abn 79 001 639 970



www.katris.com.au

TN


1 : 100


04.09.2020WEST AND EAST ELEVATIONS M107 M

MF M

1 : 100NORTH WEST ELEVATION

1

1 : 100SOUTH EAST ELEVATION

2











GROUND FFL5.00BEDFORD ROAD ENTRANCE/EXIT

OFFICEW.C.STAFF ROOM.WAREHOUSE STORAGE

BEDFORD ROAD ENTRANCE/EXIT

MAXIMUM BUILDING ENVELOPE LEP - 16 METRE HEIGHT LIMIT

MAXIMUM BUILDING ENVELOPE DCP - 10 METRE HEIGHT LIMIT


ROOF LINE12.03

23456789 1



PROVIDE GALVANISED STEEL C-CHANNEL PURLINS REFER TO STRUCTURAL ENGINEERS DETAILS

GALVANIZED STEEL COLUMN (C1) TO ENGINEERS DETAILS

GALVANIZED STEEL BEAM TO STRUCTURAL ENGINEERS DETAILS

R.L 9.70

1000

1400

WT1B

C1 C1C1

WT3WT2 WT3

1100

C1

WT1

A

WT2

PROVIDE 'STEEL-LINE' OR SIMILAR ROLLER DOOR TO MANUFACTURERS REQUIREMENTS.

REFER TO ARCHITECTURAL SPECIFICATION

PROVIDE GALVANISED STEEL C-CHANNEL PURLINS REFER TO STRUCTURAL ENGINEERS DETAILS



NEW ALUMINIUM FRAMED DOOR WITH FIXED WINDOWS AS SEL. BY THE PROPRIETORS AND TO CONFORM WITH THE BASIX CERTIFICATE

R.L 7.90

R.C SLAB TO ENGINEERS DETAILS

BLOCKWORK TO ENGINEERS DETAILS (WT2)

NEW ALUMINIUM FRAMED WINDOW (S) AS SEL. BY THE PROPRIETORS AND TO CONFORM WITH THE BASIX CERTIFICATE

MEZZANINEFFL. 8.06

FFL. 5.00

GALVANIZED STEEL BEAM TO STRUCTURAL ENGINEERS DETAILS


GALVANISED STEEL BEAM TO STRUCTURAL ENGINEERS DETAILS

GALVANISED STEEL TRUSS TO STUCTURAL ENGINEERS DETAILS

C1C1C1

3060

3970

PROVIDE FULL HEIGHT OFFICE JOINERY. REFER TO ARCH. SPEC.

FIRE RATED 200mm WALL CONTRACTOR MUST ENSURE THAT THIS WALL IS TO HAVE A FIRE RATING ON 90/90/90

METAL AWNING ABOVE WINDOWS. REFER TO ARCH . SPEC.

WATERPROOF WALLS & FLOORSOF ALL WET AREAS AS PER THEARCHITECTURAL SPECIFICATION

R.C FOOTING TO STRUCT.ENGINEERS. DETAILS


FFL. 5.00

WT1B

DASHED LINE INDICATES FLOOR OF CARPARKING AREA (FFL. 4.90)

WT2

GLAZING REFLECTIVITYA GLAZING REFLECTIVITY INDEX OF LESS THAN 20% MUST BE PROVIDED FOR CERTIFICATION AS PER CONDITION 67.

IMPORTANT DOOR NOTE:EACH DOOR ON THE GROUND FLOOR OF THE BUILDING MUST HAVE A CLEAR WIDTH NOT LESS THAN 850MM, REQUIRING A 920MM DOORWAY

RC PILES TO ENGINEERS DETAILSRC PAD TO ENGINEERS DETAILS


RC PILES IN DISTANCE SHOWN DOTTED TO ENGINEERS DETAILS

GALVANISED STEEL BEAM TO STUCTURAL ENGINEERS DETAILS

12 11 10

12.18

4.72

THIS RC SLAB REPRESENTS THE 1:20 RAMP AS PER ENGS DETAILS 5.00

280

RET. WALL TO ENGS DETAILS

GROUND FFL5.00


ROOF LINE12.03

RC FOOTING TO ENGINEERS DETAILSRC FOOTING TO ENGINEERS DETAILS RC SLAB TO ENGINEERS DETAILS RC SLAB TO ENGINEERS DETAILSNGL

BULKY GOODS RETAIL SALES

MEZZANINE

STOCKPILESSAND STORAGE AREA

DRIVEWAY

NEW COLORBOND METAL ROOF


3969

3060

12.03


PROVIDE ALUMINIUM FRAMED 'BREEZEWAY' MANUAL LOUVRES REMOVED

NGL


RWH AS PER STORMWATER ENGINEERS DETAILS

2400

2400

4500

12.18Parapet RL

11.35

1500


JOB No.DRAWN

CLIENT



PROJECT

TITLE


DRAWN

f 02 9747 5046abn 79 001 639 970



www.katris.com.au

TN


1 : 100


04.09.2020SECTION M108 M

MF M

1 : 100Section A - A

A








External walls provided with external cladding finishLocation: Refer to the architectural documentation.Provide the external cladding system nominated on the Schedule of Finishes and the Architectural drawings and fixed to the exterior of the Masonry and/or timber wall in strict accordance with the manufacturers details and specifications.

The selected prefinished materials and colours of the external cladding are to be confirmed in writing by the Proprietors prior to the signing of any Building Works Contract.Each cladding system is to be fixed to the required substrate material in strict accordance with the manufacturers details and specifications.It is the sole responsibility of the Building Contractor to allow for the preparation of the substrate and all materials required for the fixing of the selected cladding systems.The Building Contractor must also ensure that the finished cladding system is secure, stable and watertight.The substrate system for the cladding finish is to be constructed in a position as to allow for the fixing of the cladding so that the finished exterior face of the cladding system does not encroach on the specific Council required minimum setbacks and/or encroachments on the boundaries.

1 : 100Section B - B

B




M000 - TITLESheetsM000 - TITLE

M101 - GROUND FLOOR PLANSheetsM000 - TITLEM101 - GROUND FLOOR PLANM103 - MEZZANINEM105 - ROOF PLANM106 - NORTH AND SOUTH ELEVATIONSM107 - WEST AND EAST ELEVATIONSM108 - SECTION

M103 - MEZZANINESheetsM000 - TITLEM101 - GROUND FLOOR PLANM103 - MEZZANINEM105 - ROOF PLANM106 - NORTH AND SOUTH ELEVATIONSM107 - WEST AND EAST ELEVATIONSM108 - SECTION

M105 - ROOF PLANSheetsM000 - TITLEM101 - GROUND FLOOR PLANM103 - MEZZANINEM105 - ROOF PLANM106 - NORTH AND SOUTH ELEVATIONSM107 - WEST AND EAST ELEVATIONSM108 - SECTION

M106 - NORTH AND SOUTH ELEVATIONSSheetsM000 - TITLEM101 - GROUND FLOOR PLANM103 - MEZZANINEM105 - ROOF PLANM106 - NORTH AND SOUTH ELEVATIONSM107 - WEST AND EAST ELEVATIONSM108 - SECTION

M107 - WEST AND EAST ELEVATIONSSheetsM000 - TITLEM101 - GROUND FLOOR PLANM103 - MEZZANINEM105 - ROOF PLANM106 - NORTH AND SOUTH ELEVATIONSM107 - WEST AND EAST ELEVATIONSM108 - SECTION

M108 - SECTIONSheetsM000 - TITLEM101 - GROUND FLOOR PLANM103 - MEZZANINEM105 - ROOF PLANM106 - NORTH AND SOUTH ELEVATIONSM107 - WEST AND EAST ELEVATIONSM108 - SECTION

Katris architects pty ltd · 2020. 9. 22. · Katris architects pty ltd CLIENT SECTION 4.55...

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Transcript of Katris architects pty ltd · 2020. 9. 22. · Katris architects pty ltd CLIENT SECTION 4.55...