General Notes for Commercial Works

M : 0409 169 993

Proposed: amendmentsdate

concent of the author

in part or in whole with out the written

sheet no:Date:

M7 Design Group Pty. Ltd.

cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers

registered building practitionercopyright 2019: these drawings are not to be copied

01A : 9,61 Wattle RdMaidstone, Vic

WAREHOUSE DEVELOPMENT

LOT 45 APEX DRIVE TRUGANINA

1816 19.09.19

KARANFILOVSKI INVESTMENTS

30.09.19 AS PER SURVEYORS REQUEST


KARANFILOVSKI INVESTMENTSAt: 21 APEX DRIVE TRUGANINA, VIC 3029

A01 - COVER SHEETA02 - SITE PLANA03 - GROUND FLOOR PLANA04 - FIRST FLOOR PLANA05 - ROOF PLANA06 - ELEVATIONSA07 - ELEVATIONSA08 - SECTION/WINDOW & DOOR SCHEDULEA09 - DETAILS

FIRE:EMERGENCY LIGHTING EXIT SIGNSARE PORTABLE EXIT. DRY WATERFIRE BLANKETS FOR KITCHENS.


PROPOSED SIGN PROPOSED SIGN

the agreement and where applicable the Relevant Building Surveyor prior to implementing thesaid variation.

Refer to Civil Engineers design and details for all storm water, car parking and drivewayconstruction requirements.

Refer to fire services design for all hydrant, hose reels and extinguisher details.

Electrical switchboards located in the path of travel to exits to be enclosed in a metal or othernon combustible cabinet with smoke proof doors. Significant switchboards shall be provided witha 5kg carbon dioxide extinguisher or another type of extinguisher with a minimum classificationof 1A:E and fitted with a hose complete with extinguisher identification signage and shall belocated between 2m and 20m from the significant switchboard.

Fire hazard properties of materials and assemblies to comply with BCA Specification C1.10.

Mechanical ventilation or air-conditioning of rooms to be provided with a system complying withAS1668.2 and AS/NZS 3666.1 as amended. Exhaust outlets to be located no closer than 6.0mto fresh air inlets.

Sediment pollution control:-A site management plan is to be implemented during construction to control sediment run-off inaccordance with EPA Victoria publication #275 'construction techniques for sediment pollutioncontrol'.Provide 'propex' or written approved equivalent silt fences to the low side of the allotment andaround all soil stockpiles and storm water inlet pits / sumps and install 'silt stop' filter bags overall storm water entry pits during construction works.'Supergro' or written approved equivalent erosion control fabric to be placed over garden beds toprevent surface erosion during re vegetation period

Personal loading:-Based on sanitary facilities provided per BCA Table. F2.3

Male Employees:-Female Employees:-

Male Patrons:-Female Patrons:-

Male Participants:-Female Participants:-

Children:-

Authorities List:-Municipality-Sewerage authority-Drainage authority-Relevant Building Surveyor-Relevant Fire Authority-Relevant Electrical Supply Authority-

Planning Permit:-Planning Permit No.-Issue Date-Builder to allow for all works to comply and include all required conditions in accordance with thePlanning Permit and shall be responsible that all Planning Conditions are met at the completionof works.

Project Consultants List:-Consulting Structural Engineer-Consulting Civil Engineer-Consulting Fire Service Design-Consulting Land Surveyor-Consulting Geotechnical Engineer-Consulting Landscape Designer-Consulting Mechanical Services Engineer-Consulting Electrical Engineer -Consulting Hydraulic Engineer,Consulting Lighting Designer-

Site geotechnical investigation:-Refer to geotechnical investigation report no. :-By

General Notes for Commercial Works

Revised May 2019

GENERAL NOTES (NCC 2019, BCA Vol 2)

All materials and work practices shall comply with, but not limited to the Building Regulations2019, the National Construction Code series 2019 Building Code of Australia Volume 2 and allrelevant current Australian Standards (as amended) referred to therein.

Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2019Building Code of Australia Volume 2.

All materials and construction practice shall meet the Performance Requirements of the BuildingCode of Australia. Where an alternative solution is proposed then prior to implementation orinstallation it first must be assessed and approved by the Relevant Building Surveyor as meetingthe Performance Requirements of the Building Code of Australia.

Step sizes (other than for spiral stairs) to be:-Risers (R) 190mm maximum and 115mm minimumGoing (G) 355mm maximum and 250mm minimum for Public stairways and 355mm maximumand 240mm minimum for Private stairways2R + 1G = 700mm maximum and 550mm minimumConstructed with a less than 125mm gap to open treads

All treads, landings and the like to have non slip finish or suitable non-skid strip near edge ofnosing.

Provide balustrades where change in level exceeds 1000mm above the surface beneathlandings, ramps and/or treads. Balustrades (other than tensioned wire balustrades) to be:-1000mm minimum above finished surface level of balconies, landings or the like, and1000mm minimum above finished surface level of stair nosing or ramp, andVertical with a less than 125mm gap between, andAny horizontal element within the balustrade between 150mm and 760mm above the floor mustnot facilitate climbing where changes in level exceeds 4000mm above the surface beneathlandings, ramps and/or reads. Top of hand rails to be minimum 865mm vertically above stair nosing and floor surface of ramps.

Window sizes nominated are nominal only. Actual size may vary according to manufacturer.Windows to be flashed all around.

Waterproofing of wet areas to comply with BCA Part F1.7. For buildings in marine or other exposure environments shall have masonry units, mortar and allbuilt in components and the like complying with the durability requirements of AS3700-2011Masonry structures All storm water to be taken to the legal point of discharge to the relevant authorities’ approval. These drawings shall be read in conjunction with all architectural specifications, relevantstructural and all other consultants’ drawings/details and specifications and with any other writteninstructions issued in the course of the contract.

All measurements and levels in millimeters U.N.O. Figured dimensions take precedence over scaled dimensions. The builder shall take all steps necessary to ensure the stability and general water tightness ofall new and/or existing structures and all essential services to be maintained during all works.

The builder and subcontractors shall check and verify all dimensions, setbacks, levels andspecifications and all other relevant documentation prior to the commencement of any works.Report all discrepancies to this office for clarification. Installation of all services shall comply with the respective Supply Authority requirements. The builder and subcontractor shall ensure that all storm water drains, sewer pipes and the likeare located at a sufficient distance from any buildings footing and/or slab edge beams so as toprevent general moisture penetration, dampness, weakening and undermining of any buildingand its footing system.

These plans have been prepared for the exclusive use by the client of [insert Building Designer](‘the Designer’) for the purpose expressly notified to the Designer. Any other person who usesor relies on these plans without the Designer's written consent does so at their own risk and noresponsibility is accepted by the Designer for such use and/or reliance. The approval by this office of a substitute material, work practice, variation or the like is not anauthorisation for its use or a contract variation. Any said variations must be accepted by allparties to

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




SITE PLANSCALE 1:100


SITE AREA: 2272m²BUILT UP AREA: 1639.81m²

SITE COVERAGE: 72.17%PERMIBILITY: 11.73%

LEGEND

R/BIN

NOTE:(LEGAL POINT OF DISCHARGE)STORM WATER TO BE CONNECTED

TO LEGAL POINT OF DISCHARGEAS PER LOCAL COUNCIL REQUIREMENTS

LB - LETTER BOX

HWS - HOT WATER SERVICEMB - METER BOX

BIN - RUBISH BINR/BIN - RECYCLE BINHW - HABITAL WINDOW

NHW - NON HABITAL WINDOWGM - GAS METER

RWT - RAIN WATER TANK

LB GM BINHWS RWTMB

NOTE:SOIL TEST(ACE DRILLING)

SITE LEVELS(Home and Industrial Soil Test Pty Ltd)

NOTE:MATERIALS, COLOURS AND TEXTURES ARESELECTED TO HIGHLIGHT THE ARCHITECTURALFORMS AND REFLECT THE ADJACENT DWELLINGS

NOTE:ADJACENT P.O.S TO BE PROTECTED FROMOVER VIEWING WITH A 1800h MIN.COLOURBOND FENCING.

NOTE:BREAK UP LARGE FORMS WITHARTICULATED DIMENTIONS IN PLAN ANDELEVATION, TO MAINTAIN A SCALE RELEVENT TOTHE ADJOINING BUILDING.

REFER TO: HOME AND INDUSTRIAL SOIL TESTINGPLAN OF SURVEY FOR LOCATION OFCONTOUR INTERVALS, BOUNDARIES, FENCES,SURFACE PITS, VALVE COVERS ECT.

NO DIRECT KNOWLEDGE IS CLAIMED OF THE LOCATIONOF UNDERGROUND SERVICES.

PRIOR TO ANY EXCAVATION OR CONSTRUCTION,THE RELEVANT AUTHORITY SHOULD BE CONTACTEDTO LOCATE POSSIBLE UNDERGROUND SERVICES.

GROUND MUST BE GRADED AWAY FROMEXTERNAL WALLS AND SURFACE WATER PROPERLYDRAINED BY MEANS OF SURFACE/CUT-OFF DRAINSCONNECTED INTO SWD VIA SILT PITS

BLOCK BEARINGS MUST BE CONFIRMED PRIOR TOCONSTRUCTION.

ENSURE THAT ALL PRECAUTIONS ARE TAKEN TO PROTECTADJOINING PROPERTY/PUBLIC DURINGEXCAVATION/CONSTRUCTION/DEMOLISHIONOWNERS OF ADJOINING PROPERTY MUST BE CONSULTEDPRIOR TO REMOVING/ALTERING SHARED FENCING

NO PART OF THE PROPOSED STRUCTURE OR FOOTING IS TOENCROACH THE TITLE BOUNDARIES

F.F.L. TO BE CONFIRMED ON SITE BY BUILDING SUPERVISORAFTER COMPLETION OF SITE WORKS.

CONNECT STORMWATER TO LEGAL POINT OFDISCHARGE AS DIRECTED BY LOCAL COUNCIL &AS PER APPROVED DRAINAGE PLAN

SITE TO BE DRAINED TO THE SATISFACTION OFTHE BUILDING SURVEYOR.

CONNECT PVC STORMWATER DRAIN AT1:100 MIN. FALL, WITH INSPECTION OPENINGS AT9M MAX. CTRS. AND AT CHANGE OF DIRECTIONUNLESS NOTED OTHERWISE.

DOWNPIPE LAYOUT MAY VARY ON SITE SHOULD THERELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.

DP: DOWN PIPEDPS: DOWN PIPE WITH SPREADER

DOWNPIPES TO BE PROVIDE AT MAX. 12M CENTRES

PROVIDE A.G. DRAINS WHERE REQUIRED &CONNECT TO S/WATER DRAIN VIA SILT PIT

CONNECT SEWERAGE AS PER RELEVANTAUTHORITY APPROVAL AND TO APPROVEDDISCHARGE POINT. FINAL SEWER PIPE LAYOUTMAY BE ALTERED IF REQUIRED BY RELEVANTSEWER AUTHORITY.

PROVIDE UPVC SEWER PIPE

LOCATION OF SECOND EXTERNAL TAP TO BE DETERMINEDBY POSITION OF OVERFLOW RELIEF GULLY.

CUT / FIL PROPOSALS & FINISHED FLOOR LEVELS ONTHIS SITE PLAN TO BE CHECKED & CONFIRMED PRIORTO CONSTRUCTION BY THE BUILDER / OR SUB-CONTRACTORS.

SITE NOTES:

AD

JO

ININ

G A

LLO

TM

EN

T

9.81

9.83

9.89

9.97

10.2

6

10.2

4

10.17

10.0

6

10

.00

10

.04

TE

LS

TR

AP

ITS

10.0

4

10.2

7

10.5

4

TA

9.80

10.2

0

10.0

8

SE

WE

R P

IT10

.01

(TO

P)

SID

E E

NT

RY

PIT

10

.04(T

OP

)

JU

NC

TIO

N P

IT1

0.1

4(T

OP

)

GR

AT

ED

PIT

9.8

9(T

OP

)

10.2

410

.20

10.3

5

10.3

8

10.4

2

10.2

5

10.1

1

10.4

0

10.4

7

10.6

9

10.5

8

10.5

310

.32

10.6

1

No.2/19

No.1/23

10.2

8

TA

BB

EL

EC

TR

ICIT

Y B

OX

10.0

5( T

OP

)

EL

EC

TR

ICIT

Y P

IT

T.B

.M.

RL 1

0.0

0

NA

IL IN

PA

TH

FO

OT

PA

TH

CO

NC

RE

TE

CO

NC

RE

TE

AP

EX

DR

IV

E

NA

TU

RE

SHIPPING CONTAINER

No.2

2(B

ON

VIE

W C

IRC

UIT

)

No.1

8(B

ON

VIE

W C

IRC

UIT

)

ADJ. FACTORY UNDER CONSTRUCTION

ADJ. SLAB ONLY UNDER CONSTRICTION

EX

IST

ING

CR

OS

SIN

G

EX

IST

IN

G C

RO

SS

OV

ER

TO

BE

RE

MO

VE

D A

ND

IN

FILLE

D

TO

MA

TC

H N

AT

UR

E S

TR

IP A

ND

FO

OT

PA

TH

TO

TH

ES

AT

IS

FA

CT

ION

OF R

ES

PO

NS

IB

LE

AU

TH

OR

ITY

TO

BE

RE

LO

CA

TE

D

TO

BE

RE

LO

CA

TE

D

AD

JO

ININ

G A

LLO

TM

EN

T

18.09.19

18.09.19

25,550

2,4002,4002,6001502,6002,6002,6002,6002,6001,000

4,450

10,1

00

2,400.2,4002,6001502,6002,6002,6002,6002,6461,000

25,550

10,1

00

800

800

1,000

1,000

500

4,450

8,1

00

6,700 6,700 6,700

6,700 6,700 6,700

4,9

00

7,3

00

7,3

00

500

1,2

00

17,2

00

1,2

00

8,1

00

4,9

00

9,49

5

2,500

2,0

00

8,6

00

8,6

00

2,0

00

6,4

30.

6,4

30.

2,500

1,000

1,0

00

3,302

R 4,000

R 4,000

ALLOTMENT BOURNDARY 74.00m 184°41'00"

ALLOTMENT BOURNDARY 71.00m 4°41'00"

ALLO

TM

EN

T B

OU

RN

DA

RY

3

2.0

0m

2

74

°4

1'0

0"

ALLO

TM

EN

T B

OU

RN

DA

RY

3

2.0

0m

9

4°4

1'0

0"

ADJOINING ALLOTMENT

AD

JO

ININ

G A

LLO

TM

EN

T

ADJOINING ALLOTMENT

NOT FENCED

NO

T F

EN

CE

D

NO

T F

EN

CE

D

7.6 x 3.6 min

LOADING BAY

7.6 x 3.6 min

LOADING BAY

5800W

X 6

000H

RO

LLER D

OO

R

OFFICE

LOT 45

LOT 45

SETBACK

DP

DP

PR

OP

OS

ED

CR

OS

S O

VE

R

MB

123456

SE

TB

AC

K

123456CAR

PARK

SIGN

SE

TB

AC

K

SHARED AREA

SH

AR

ED

AR

EA

55.24 m2

EXTEN

T O

F U

PPER F

LO

OR

WAREHOUSE 2

FLOOR AREA 671.97m2

EXTEN

T O

F U

PPER

FLO

OR

TOTAL AREAinc. offic/mezz. storage: 838.67m2

F.F.L 10.40

F.F.L 10.40

PROTECTIVE KERB WITH MIN 150MM HPR

OT

EC

TIV

E K

ER

B W

IT

H M

IN

15

0M

M H

SETBACK

7

7

OFFICE55.24m2

WAREHOUSE 1FLOOR AREA 671.97m2


PROTECTIVE KERB WITH MIN 150MM H

PR

OT

EC

TIV

E K

ER

B W

IT

H M

IN

15

0M

M H

9

10

9

10

CANOPY OVER

CAN

OPY O

VER

CANOPY OVER

CAN

OPY O

VER

SELECTED

CONCRETE DRIVEWAY

PR

OP

OS

ED

2.1

m M

ET

AL

PIC

KE

T F

EN

CE

WIT

H G

AT

EP

RO

PO

SE

D 2

.1m

ME

TA

LP

ICK

ET

FE

NC

E W

ITH

GA

TE

MEZZANINE FLOOR ABOVE


5800W

X 6

000H

RO

LLER D

OO

R

MB

50

00

L C

AP

AC

IT

YR

WT

50

00

L C

AP

AC

IT

YR

WT

RAINGARDEN

LB G

DP DP

DP DPDP

DPDP

DP

Comm

unal space

Com

mun

al spa

ce

32.26m2

32.2

6m2

27.36m2

27.36m2

6.7m x 2.3m space

6.7m x 2.3m space

6.7m x 2.3m space

1.0M SIDE PEDESTRIAN FACILITY

EXTENT OF UPPER FLOOR

1.0M SIDE PEDESTRIAN FACILITY

6.7m x 2.3m space

6.7m x 2.3m space

SELECTEDCONCRETE DRIVEWAY

8

CAR P

ARK

SIGN

FENCING, LANDSCAPING AND SITESERVICES ARE TO BE NO GREATER THAN

1.0M IN HEIGHT WITHIN 2.5M OF THE FRONBOUNDARY

FENCING, LANDSCAPING AND SITE

SERVICES ARE TO BE NO GREATER THAN1.0M IN HEIGHT WITHIN 2.5M OF THE FRON

BOUNDARY

6.7m x 2.3m space

4.9m

x 2.6

m sp

ace

4.9

m x 2

.6m

space

4.9

m x 2

.6m

space

4.9

m x 2

.6m

space

4.9

m x 2

.6m

space

4.9m

x 2.6

m sp

ace

4.9

m x 2

.6m sp

ace

4.9m

x 2.6m

space

4.9m

x 2.6m

space

4.9

m x 2

.6m sp

ace

4.9

m x 2

.6m sp

ace

4.9

m x 2

.6m sp

ace

8

PRIVATE BIN COLLECTION

BIN STORAGE LOCATION

PRIVATE BIN COLLECTION

BIN STORAGE LOCATION

LB G

parkingemployees only






POLLARD

POLLARD

kitchen

SHR

OHC

920

920

EXEX

820

Ambulanttoilet

920

TIL

ED

1100 x

1100

MIN

dis.wc

1800H WALL

kitchen

SHR

OHC

920

920

EX

EX

820

Ambulanttoilet

920

TIL

ED

1100 x

1100

dis.wc

1800H WALL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

selected balustrade to be min. 1000h

above FFL, as per BCA requirements

staircase to manufacturers

specifications andcomputations

UP

1 2 3 4 5 6 7 8 9 10 11 12 13 14





UP

handrail to be continuous for full flight of stairs


TACTIL

ETACTIL

E

6.00m²

RAINGARDEN6.00m²

NEW EXTERNAL HYDRANTWITH DUAL HEAD

BOLLARDS MIN 1.0mAWAY FROM HYDRANTS

BOLLARDS MIN 1.0mAWAY FROM HYDRANTS

RAISED KERB

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




150 45,150 150

150

31,7

00

150

150

2,1

90

90

2,3

30

90

2,3

00

90

8,6

85

150

8,6

85

90

2,3

00

90

2,3

30

90

2,1

90

150

150 5,250 90 2,300 90 37,420 150

150 1,550 3,700 90 2,300 90 37,420 150

45,450

32,0

00

150 1

,200

90

5,7

10

90

8,6

85

150

8,6

85

90

5,7

10

90

1,2

00150

150

7,0

00

90

8,6

85

150

8,6

85

90

7,0

00

150

15,9

25

150

15,9

25

32,0

00

150 45,150 150

150 5,250 90 2,300 90 37,420 150

150 1,550 3,700 90 2,300 90 37,420 150

45,450

4,3

00

1,0

00

150 7,400

150 7,4001,0

00

4,3

00

8,300.

8,300.

150

2,550

600

600

600

600

250 800 MAX

460-4

808

00

50 500

450-500 200-250 300

800

300

600

500

50

400

700

450

250

700

100

800

800

700

700

1,0

01

1,0

00

2,400

2,400

1,000 250

1,000 550

1,4001,950.

1,400

1,950.

1,1

00

90

1,100

1,100

90

1,1

00

sd

sd

sd

45.00°

ZONE FOR

POSITION OF

TOILET PAPER

DISPENSER.

ZONE FOR POSITION

OF FLUSH CONTROL

STAINLESS STEEL GRAB-RAIL. 30mm

MIN. -40mm MAX. DIA.

RAIL TO CONTINUE THOUGH WALL

LENGTH AS INDICATED




LENGTH AS INDICATED

5800W

X 5

500H

RO

LLER D

OO

R

OFFICE

DP

DP

MB

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15





EXTEN

T O

F U

PPER

FLO

OR

WAREHOUSE 2

FLOOR AREA 671.97m2

EXTEN

T O

F U

PPER F

LO

OR


F.F.L 10.40

F.F.L 10.40

kitchen

UP

SHR

OFFICE

1 2 3 4 5 6 7 8 9 10 11 12 13 14





UP



CANOPY OVER

CAN

OPY O

VER

CAN

OPY O

VER



5800W

X 5

500H

RO

LLER D

OO

R

MB

50

00

L C

AP

AC

IT

YR

WT

50

00

L C

AP

AC

IT

YR

WT

DP DP

DP DPDP

DPDP

DP

EXTENT OF UPPER FLOOR

D0

1

Feature posts

OHC

920

920

920

920

920

920

920

920

D0

2D

03

D0

1D

02

D0

3

ALLOTMENT BOUNDARY

ALLOTMENT BOUNDARY

ALLO

TM

EN

T B

OU

ND

AR

YALLO

TM

EN

T B

OU

ND

AR

Y



GROUND FLOOR PLANSCALE 1:100

PA

N C

TR.

LIN

E

DISABLED TOILET LAYOUTDISABLED TOILET LAYOUT

EX

1200 x 300 Recessed T bar 2x36W

Fluorescent light fitting

Clevertronics emergency exit light

Clevertronics emergency light class


Kasten 2023 wall mounted external

Mistral 250mm exhaust fan to be ducted to

1 x 10 w CO D16/C90 B16class 9430

8170 1 x 40w CO D80/C90 C80

1 x 10w CO C25/C90 C25

light fitting from Eagle lighting

1x400w high bay light

Low voltage light

Light switch

10 Amp double gpo 1200 above floor

60 watt bayonet light fitting

Switch and meterboard

Direct wiring to HWS

external wall or roof

3Phase power for automatic roller shutter

EM

EM

ELECTRICAL LEGEND


GENERAL NOTES:

EXTERNAL PARKING BAYS ARE TO HAVE A

GRADIENT OF NO GREATER THAN 1:40.

INTERNAL DOORS TO HAVE A MINIMUM

OPENING WIDTH OF 850mm FOR DISABLED

ACCESS.

PROVIDE DISABLED SIGNAGE THROUGHOUT

THE SITE IN ACCORDANCE WITH B.C.A SPEC 3.6

AND AS1428.1 -2009DENOTES FLAT LANDING AREA FOR

WHEELCHAIR ACCESS

MANEUVERING (1330mm WIDE

MINIMUM.)

DENOTES MAIN ENTRANCE DOORS

WITH A MINIMUM CLEAR OPENING

OF 850mm

DENOTES DISABLED PARKING

SPACES. THESE SPACES SHALL BE

CONSTRUCTED IN ACCORDANCE

WITH AS1428.1, AS1428.2 AND

AS2890.1. PROVIDE VERTICAL

SIGNAGE TO THESE SPACES IN

ACCORDANCE WITH AS2890.1 &

AS1428.1 (CLAUSE 13)

1

2

LEGENDNOTES

DISABLED ACCESS

GENERAL NOTES:

o All levels and dimensions must be checked and verified before commencing any work or workshop drawings.

o DO NOT SCALE DRAWING. Written dimensions take precedence over scale.

o All works are to be in accordance with BCA, SAA Codes, Building Regulations and any relevant council by-laws.

o This drawing to be read in conjunction with structural drawings & computations

ROOFING NOTES:

o All downpipes noted (DP) to be 150mm dia. PVC. Gutters 600mm(W) X 200mm (D )zincalume finish sheet steel, flashed and

capped over.

o Roof decking to be Trimdeck 0.48mm thick or approved similar zinalume finish sheet steel. Slope 3 degrees UNO. Sarking to

underside.

o Natural acrylic rooflighting to match steel deck profile. To be kept a minimum of 1000mm clear of gutters side boundaries

and ridge.

o Provide 3.0mm thick wire under roofing 300X150 grid.

AMENITIES NOTES:

o Use 90X45 F5 Seasoned pine framing @ 450mm ctrs.

o Ceiling & Floor joists as noted.

o All framing to comply with AS1684

o All airlock and W.C doors to have self closers (REMOVABLE HINGES)

o Apply Ceramic tiles to:

im pervious floors over approved sub-base.

300mm above vanity basins

1800mm high in showers

o Disabled toilets to comply with AS1428.1

FIRE FIGHTING NOTES:

o The layout of all equipment fixed to be such that actual lengths of travel to exit are no greater than 40.0m

o All escape doors to be fitted with latches openable from inside without the use of a key by a single handed action.

GLAZING NOTES:

o All glazing to comply with AS1288. Window manufacturer to provide a specification for the Building surveyor, prior to

installation.

o All windows to be Aluminium framed "Commercial" type sections, powder coated to selected colour. Window fabricaztor to

provide all angles and cover-plates in the same powder-coated colour.

OFFICE

FLOOR AREA (m2)

REQUIRED LIGHT AREA (m2)

TRANSLUCENT ROOFING (m

NATURAL LIGHT

2)

WINDOWS (m2)

TOTAL (m2)

CHECK OK OK

WAREHOUSE 1

TO BE PROVIDED AT A RATE 0F 10% OF AREA

OFFICE

FLOOR AREA (m2)

REQUIRED VENTILATION AREA (m2)

OPENABLE WINDOWS/DOOR (m 2)

ROLLER DOORS (m2)

TOTAL (m2)

CHECK OK

NATURAL VENTILATIONTO BE PROVIDED AT A RATE 0F 5% OF AREA

WAREHOUSE

WAREHOUSE 1

WAREHOUSE

0

42.31

444.7 42.31

0

33.59 8.02

34.8

160.52671.97

443.5 16.05

444.7

160.52671.97

8.16

OFFICE

FLOOR AREA (m2)



NATURAL LIGHT

2)

WINDOWS (m2)

ROLLER DOORS (m2)

TOTAL (m2)

CHECK

WAREHOUSE 2


OFFICE

FLOOR AREA (m2)


OPENABLE WINDOWS (m2)

ROLLER DOORS (m2)

TOTAL (m2)

CHECK


WAREHOUSE

WAREHOUSE 2

WAREHOUSE

AREA: ANALYSIS

OK

0 0

34.8 8.16

OK OK

0

42.31

444.7 42.31

160.52671.97

443.5 16.05

444.7

0

OK

0

33.59 8.02

34.8

160.52671.97

8.16

OK

0

34.8 8.16

TOTAL SITE AREA: 2272.00m²

WAREHOUSE 1FLOOR AREA: 671.97m2

OFFICE FLOOR AREA: 55.24m2

MEZZANINE AREA: 111.46m² TOTAL FLOOR AREA = 838.67m2

LAND AREA: 1136m²

WAREHOUSE 2FLOOR AREA: 671.97m²

OFFICE FLOOR AREA: 55.24m²MEZZANINE AREA: 111.46m² TOTAL FLOOR AREA = 838.67m2

LAND AREA: 1136m²

REQUIRED CAR SPACES PERCLAUSE 52.06

Warehouse 1 : 14 SPACES(783.95M2 net floor area)

Warehouse 2 : 14 SPACES(783.95M2 net floor area)Provided 20 spaces, PLUS 2 for each warehouse

TOTAL CAR SPACES PROVIDED = 22

Feature posts

SHARED AREA

SHARED AREA

7.6 x 3.6 min

LOADING BAY

7.6 x 3.6 min

LOADING BAY

Comm

unal space

Com

mun

al spa

ce

EX EM

EX

EM

Ambulant signage mounted on the wall(complied AS1428.1 - 2009)

stair to be adjusted to allow for handrail extension at the

bottom and allow 1m clear egress width

F.F

. L 1

0.2

5F.F

. L 1

0.2

5

EX

EX

EXEX

NOTE: ALL EXIT DOORS AND DOORS FORMINGPART OF A REQUIRED EXIT IS TO BE PROVIDED

WITH A SINGLE ACTION PULL DOWN LEVERHANDLE WHICH CAN ALWAYS BE OPEN - ABLEFROM THE SIDE SEEKING EGRESS TO CLAUSE

D2.21 OF THE BCA VOLUME 1

POLLARD

POLLARD

150mm THICK REINFORCED CONCRETETILT-UP WALL PANELS WITH 2HR FIRE

RATED JOINTS.


RATED JOINTS.


RATED JOINTS.

TACTIL

ETACTIL

E

(unisex sinage)

EX PROVIDE JUMBO TYPE EXIT SIGNS TO WAREHOUSE AREAS

NOTE:ALL EXIT DOORS AND DOORS FORMING PART OF A REQUIRED EXIT IS TO BEPROVIDED WITH A PULL DOWN LEVER HANDLE WHICH CAN ALWAYS BE OPEN-ABLE FROMTHE SIDE SEEKING EGRESS TO CLAUSE D2.21 OF THE BCA VOLUME 1

STAIRCASE TO MANUFACTURES SPECIFICATIONSAND TO BE IN ACCORDANCE WITH AS.1428.1

HANDRAIL TERMINATIONAS PER AS 1428.1-2009

STAIRCASE TO MANUFACTURES SPECIFICATIONSAND TO BE IN ACCORDANCE WITH AS.1428.1

HANDRAIL TERMINATION

AS PER AS 1428.1-2009

UP

UP

UP

UP

1:8 RAMP

THRESHOLD TOAS1428.1-2009

1:8 RAMP

THRESHOLD TOAS1428.1-2009

stair overall handrail is

550m from last tread

820

Ambulanttoilet

920

TIL

ED

1100 x

1100

MIN

dis.wc

1800H WALL

uni sex disable signagemounted on the wall

(complied AS1428.1 - 2009)

kitchen

SHR

OHC

920

920

Ambulant signage mounted on the wall(complied AS1428.1 - 2009)

EX

EX

(unisex sinage)

820

Ambulanttoilet

920

TIL

ED

1100 x

1100

MIN

dis.wc

1800H WALL

uni sex disable signagemounted on the wall

(complied AS1428.1 - 2009)

2A 20B (E) DRY CHEMICAL 2.0m

FROM ELECTRICAL BOARD

NEW 36mm HOSE REEL

CONNECTED TO 38mm

COPPER PIPE TO BE TO BE

RUN TO SHUT OFF VALVE

AT HOSE REEL

NEW EXTERNAL HYDRANT

WITH DUAL HEAD

9.0kg WATER BASED

EXTINGUISHER

80 B (E) DRY CHEMICAL

FIRE FIGHTING EQUIPMENT:

WALL WETTING SPRINKLER

HEAD WITH SHUT OFF VALVE

EXISTING EXTERNAL HYDRANT

WITH DUAL HEAD

EXISTING 36mm HOSE REEL


WITH SINGEL HEAD

NOTE: ALL FIRE SERVICES TO BE COPPER TYPE B 16 GUAGE, MIN COVER 600mm

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




7,700. 150 45,150 150

150 13,700. 90 1,550 90 37,420 150

150 14,850.90

40090

37,420 150

150 9,250. 3,500 1,10090

1,400 90 37,420 150

53,150

150

31,7

00

150

32,0

00

150

2,1

00

90

2,3

30

90

2,3

90

90

8,6

85

150

8,6

85

90

2,3

90

90

2,3

30

90

2,1

00

150

150

1,1

50

500

5,3

50

90

8,6

85

150

8,6

85

90

5,3

50

500

1,1

50

150

150

7,0

00

150

7,3

00

17,4

00

7,3

00

32,0

00

7,700. 150 45,150 150

150 13,700. 90 1,550 90 37,420 150

150 14,850.90

40090

37,420 150

150 9,250. 3,500 1,10090

1,400 90 37,420 150

53,150

150

7,0

00

150

3,350

3,350

700

6,4

50

600

600 7,000. 700

600

6,4

50

700

600 7,000. 700

250 800 MAX

460-4

808

00

50 500

450-500 200-250 300

800

300

600

500

50

400

700

450

250

700

100

1,1

50

1,1

50

950

950

sd

sd

45.00°

ZONE FOR

POSITION OF

TOILET PAPER

DISPENSER.

ZONE FOR POSITION

OF FLUSH CONTROL




LENGTH AS INDICATED




LENGTH AS INDICATED

DP

DP DP DP

DP DPDP

DP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15





MEZZANINE

CAN

OPY O

VER

CANOPY OVER

CAN

OPY O

VER

CANOPY OVER

CAN

OPY O

VER

CAN

OPY O

VER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

17

18





DN

MEZZANINE

wc

kit

ch

en

sto

re

17

18DN

wc

kit

ch

en

sto

re

WAREHOUSE 2

FLOOR AREA 671.97m2


F.F.L 10.40

F.F.L 10.40



F.F.L 14.20

F.F.L 14.20

50

00

L C

AP

AC

IT

YR

WT

50

00

L C

AP

AC

IT

YR

WT

DP

DP

storage use only

storage use only

OH

CO

HC

720

720

820

820

720

720

820

820

W0

1-B

W01-A

W0

1-A

W01-B

ALLOTMENT BOUNDARY

ALLOTMENT BOUNDARY

ALLO

TM

EN

T B

OU

ND

AR

YALLO

TM

EN

T B

OU

ND

AR

Y





FIRST FLOOR PLANSCALE 1:100

PA

N C

TR.

LIN

E

DISABLED TOILET LAYOUTDISABLED TOILET LAYOUT

EX

1200 x 300 Recessed T bar 2x36W

Fluorescent light fitting

Clevertronics emergency exit light



Kasten 2023 wall mounted external

Mistral 250mm exhaust fan to be ducted to

1 x 10 w CO D16/C90 B16class 9430

8170 1 x 40w CO D80/C90 C80

1 x 10w CO C25/C90 C25

light fitting from Eagle lighting

1x400w high bay light

Low voltage light

Light switch

10 Amp double gpo 1200 above floor

60 watt bayonet light fitting

Switch and meterboard

Direct wiring to HWS

external wall or roof

3Phase power for automatic roller shutter

EM

EM

ELECTRICAL LEGEND


DENOTES FLAT LANDING AREA FOR

WHEELCHAIR ACCESS


MINIMUM.)



OF 850mm









1

2

LEGENDNOTES

DISABLED ACCESS

GENERAL NOTES:





ROOFING NOTES:


capped over.


underside.


and ridge.


AMENITIES NOTES:













GLAZING NOTES:


installation.



OFFICE

FLOOR AREA (m2)



NATURAL LIGHT

2)

WINDOWS (m2)

TOTAL (m2)

CHECK OK OK

WAREHOUSE 1


OFFICE

FLOOR AREA (m2)



ROLLER DOORS (m2)

TOTAL (m2)

CHECK OK


WAREHOUSE

WAREHOUSE 1

WAREHOUSE

0

42.31

444.7 42.31

0

33.59 8.02

34.8

160.52671.97

443.5 16.05

444.7

160.52671.97

8.16

OFFICE

FLOOR AREA (m2)



NATURAL LIGHT

2)

WINDOWS (m2)

ROLLER DOORS (m2)

TOTAL (m2)

CHECK

WAREHOUSE 2


OFFICE

FLOOR AREA (m2)



ROLLER DOORS (m2)

TOTAL (m2)

CHECK


WAREHOUSE

WAREHOUSE 2

WAREHOUSE

AREA: ANALYSIS

OK

0 0

34.8 8.16

OK OK

0

42.31

444.7 42.31

160.52671.97

443.5 16.05

444.7

0

OK

0

33.59 8.02

34.8

160.52671.97

8.16

OK

0

34.8 8.16





LAND AREA: 1136m²



LAND AREA: 1136m²





EM

ventilation cowlsventilation cowls

EM EM

EM

ventilation cowlsventilation cowls

EM EM

EX

EX


RATED JOINTS.


RATED JOINTS.


RATED JOINTS.

GENERAL NOTES:





ACCESS.



AND AS1428.1 -2009

TACTILE

TACTILE

EX PROVIDE JUMBO TYPE EXIT SIGNS TO WAREHOUSE AREAS

NOTE:ALL EXIT DOORS AND DOORS FORMING PART OF A REQUIRED EXIT IS TO BEPROVIDED WITH A PULL DOWN LEVER HANDLE WHICH CAN ALWAYS BE OPEN-ABLE FROMTHE SIDE SEEKING EGRESS TO CLAUSE D2.21 OF THE BCA VOLUME 1

16

2A 20B (E) DRY CHEMICAL 2.0m

FROM ELECTRICAL BOARD

NEW 36mm HOSE REEL

CONNECTED TO 38mm

COPPER PIPE TO BE TO BE

RUN TO SHUT OFF VALVE

AT HOSE REEL

NEW EXTERNAL HYDRANT

WITH DUAL HEAD

9.0kg WATER BASED

EXTINGUISHER

80 B (E) DRY CHEMICAL

FIRE FIGHTING EQUIPMENT:

WALL WETTING SPRINKLER

HEAD WITH SHUT OFF VALVE


WITH DUAL HEAD

EXISTING 36mm HOSE REEL


WITH SINGEL HEAD

NOTE: ALL FIRE SERVICES TO BE COPPER TYPE B 16 GUAGE, MIN COVER 600mm

ef

ef

ef

ef

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




3,350

3,350

600

600

600

600

600

30

0

450

600

30

0

400

150mm DIA

DOWN PIPE

STEEL PIPE BRACKETS AT

1500mm CTRS. MAX.

GRADE SUMP

TO OUTLET.

SPAN-DEK

BIRD-PROOFING

300W X 75D

BOX GUTTER

OVERFLOW

FLASHBACK

TO PANEL

CAPPING

CONCRETE

PANEL


1500mm CTRS. MAX.

WRAP PIPE WITH

ABLEFLEX OR SIMILAR.

SCREWED I/O CAP.

150mm THICK REINFORCED

CONCRETE TILT-UP WALL PANELS.

BIRD-PROOFING

CONCRETE

PANEL

CB

CAPPING

FLASHBACK

TO PANEL

GRADE SUMP

TO OUTLET.

SPAN-DEK


1500mm CTRS. MAX.

90 DEGREE

ELBOW

sump

sump

sump

sump

sump

CA

NO

PY

CA

NO

PY

CA

NO

PY

CA

NO

PY

sump

sump

1000mm WIDE TRANSLUCENT ROOFSHEETING. PROVIDE SAFETY MESH

UNDER. TYPECAL EACH BAY

8300mm WIDE TRANSLUCENT ROOF

SHEETING. PROVIDE SAFETY MESHUNDER. TYPECAL EACH BAY

8800mm WIDE TRANSLUCENT ROOF

SHEETING. PROVIDE SAFETY MESHUNDER. TYPECAL EACH BAY

sump

sumpsump

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g1000mm WIDE TRANSLUCENT ROOFSHEETING. PROVIDE SAFETY MESH






se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

se

lecte

d 3

° g

alv

. ro

of

sh

ee

tin

g

ALLOTMENT BOUNDARY

ALLOTMENT BOUNDARY

ALLO

TM

EN

T B

OU

ND

AR

YALLO

TM

EN

T B

OU

ND

AR

Y

ROOF PLANSCALE 1:100

OFFICE

FLOOR AREA (m2)



NATURAL LIGHT

2)

WINDOWS (m2)

TOTAL (m2)

CHECK OK OK

WAREHOUSE 1


OFFICE

FLOOR AREA (m2)



ROLLER DOORS (m2)

TOTAL (m2)

CHECK OK


WAREHOUSE

WAREHOUSE 1

WAREHOUSE

0

42.31

444.7 42.31

0

33.59 8.02

34.8

160.52671.97

443.5 16.05

444.7

160.52671.97

8.16

OFFICE

FLOOR AREA (m2)



NATURAL LIGHT

2)

WINDOWS (m2)

ROLLER DOORS (m2)

TOTAL (m2)

CHECK

WAREHOUSE 2


OFFICE

FLOOR AREA (m2)



ROLLER DOORS (m2)

TOTAL (m2)

CHECK


WAREHOUSE

WAREHOUSE 2

WAREHOUSE

AREA: ANALYSIS

OK

0 0

34.8 8.16

OK OK

0

42.31

444.7 42.31

160.52671.97

443.5 16.05

444.7

0

OK

0

33.59 8.02

34.8

160.52671.97

8.16

OK

0

34.8 8.16





LAND AREA: 1136m²



LAND AREA: 1136m²





ROOFING AS NOTED

DOWN PIPE DETAIL

ROOFING AS NOTED

SUSPENDED PIPE DETAILBOX GUTTER DETAIL

Warehouse 1

The rainwater from warehouse 1 roof area of339.71m2 is to be collected and discharged via

a gravity fed system into a 5000L capacityrainwater tank which is to be connected to3no. toilets for toilet flushing. The roof area of

426.43m2 is to be collected and dischargedinto a 6m2 raingarden set back min. 300mm

from the dwelling. Area not to be treated is308.93m2.

Warehouse 2The rainwater from warehouse 2 roof area of

339.71m2 is to be collected and discharged viaa gravity fed system into a 5000L capacity

rainwater tank which is to be connected to3no. toilets for toilet flushing.The roof area of

426.43m2 is to be collected and dischargedinto a 6m2 raingarden set back min. 300mm

from the dwelling. Area not to be treated is308.93m2.

STORM RATING NOTES

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




3,5

00

3,5

00

1,2

00

3,5

00

3,5

00

9,5

50

10,0

00

2,5

50

8650.

3,5

00

3,5

00

3,5

00

3,5

00

8,6

50

9,8

00

10,0

00

10,0

00

10,0

00

8,0

00

CL

CL

F.F.L 10.40

F.F.L 14.20

F.F.L 10.40

F.F.L 14.20

CL

CL

A

A

A

A

SOUTH ELEVATIONSCALE: 1:100

N.G.L

N.G.L

selected galvanised roof

sheeting @ 3º pitch

WAREHOUSE 2 WAREHOUSE 1



selected render finish

(concrete tilt panel)

wall

heig

ht

DARK GREY TONE

(A) Timeless Grey (dulux)- or similar(B) Domino (dulux) - or similar(C) Bright Delight (dulux) - or similar(D) Black Aluminium (matrix) - or similar

ITEM

MATERIALS SCHEDULE

COLOURS

CONCRETE DRIVEWAY

RAIN WATER TANK

CAPPING

ROLLER DOOR

WINDOWS / DOORS

WALLSEXTERNAL SURFACE

ALUMINIUM COLOURBOND

GREY TONE COLOURBOND

GALVONISED POUDERCOAT (BLACK TONE)

POUDERCOAT ALUMINIUM (BLACK TONE)

site cut

build

ing h

eig

ht

D

NORTH ELEVATIONSCALE: 1:100

C

C

C C C

C

C

C

C C

D

A A

B BB B

CL

CL

F.F.L 10.40

F.F.L 14.20

F.F.L 10.40

F.F.L 14.20

CL

CL

selected aluminium windows


sheeting @ 3º pitchselected matrix panel finish





selected roller door

6000h x 6000w

provide step as indicated,to be confirmed on site


selected roller door

6000h x 6000w

provide step as indicated,to be confirmed on site

selected aluminium strips

WAREHOUSE 1 WAREHOUSE 2

N.G.LN.G.L

A

appro

x w

all

heig

ht

site cut

A A

A

build

ing h

eig

ht

PROPOSED SIGN PROPOSED SIGN

build

ing h

eig

ht

matrix cladding matrix cladding

selected render finish(concrete tilt panel)

AJOINING FACTORY HEIGHTNo.2/19ADJ. SLAB ONLY UNDER

CONSTRICTION

18.09.19

ADJ. FACTORY UNDER

CONSTRUCTION18.09.19

AJOINING FACTORY HEIGHT

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




8650.

1,3

50.

3,5

00

3,5

00

3,5

00

7,3

00

10,0

00

10,0

00

9,8

00.

9,5

50

3,5

00

3,5

00

7,3

00

2,5

50

1,0

0010,0

00

3,5

00

3,5

00

1,0

00

7,3

00

2,5

50

10,0

00

10,0

00

8650.

1,3

50.

8650.

8650.

1,3

50.

8650.

8650.

8650.

3,5

00

DARK GREY TONE

(A) Timeless Grey (dulux)- or similar(B) Domino (dulux) - or similar(C) Bright Delight (dulux) - or similar(D) Black Aluminium (matrix) - or similar

ITEM

MATERIALS SCHEDULE

COLOURS

CONCRETE DRIVEWAY

RAIN WATER TANK

CAPPING

ROLLER DOOR

WINDOWS / DOORS

WALLSEXTERNAL SURFACE

ALUMINIUM COLOURBOND

GREY TONE COLOURBOND

GALVONISED POUDERCOAT (BLACK TONE)

POUDERCOAT ALUMINIUM (BLACK TONE)

A

A

A

A

A

A

A

A

A

A

CL

CL

F.F.L 10.40

F.F.L 14.20

F.F.L 10.40

selected galvanised roofsheeting @ 3º pitch

appro

x w

all

heig

ht

WAREHOUSE 1

N.G.LN.G.L

A

A

A

A

A

A

A

A

A

A

CL

F.F.L 10.40F.F.L 10.40

F.F.L 14.20

CL

CL



appro

x w

all

heig

ht

WEST ELEVATIONSCALE: 1:100

WAREHOUSE 2N.G.L


appro

x w

all

heig

ht

appro

x w

all

heig

ht

site cut

C

C

CC

A A

BB

A

F.F.L 10.40F.F.L 10.40

F.F.L 14.20

CL

CL

OFFICE

MEZZANINE





CL

appro

x f

act

ory

heig

ht

INTERNAL - WEST ELEVATIONSCALE: 1:100

WAREHOUSE 1

selected handrail at 1000mm above FFL

N.G.L N.G.L

C

C

C C

AA

B B

A

F.F.L 10.40 F.F.L 10.40

F.F.L 14.20

CL

CL

OFFICE

MEZZANINE





CL

appro

x f

act

ory

heig

ht

INTERNAL - EAST ELEVATIONSCALE: 1:100

WAREHOUSE 2

selected handrail at 1000mm above FFL

N.G.LN.G.L

appro

x w

all

heig

ht

CL

CL

EAST ELEVATIONSCALE: 1:100





M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




3,5

00

3,5

00

2,7

00

3,5

00

3,5

00

2,7

00

1,80090

920 92090

1,800

3,5

00

5,5

00

5,800

6,400 4,300

3,1

00

3,5

00

1,80090

920 92090

1,800

3,5

00

5,5

00

5,800

6,400 4,300

3,1

00

3,5

00

920

2,7

00

920

2,7

00

100100

50

1,1

00

1,5

00

8650

150mm THICK REINFORCEDCONCRETE TILT-UP WALL PANELS

WITH 2HR FIRE RATED JOINTS.

150mm THICK REINFORCEDCONCRETE TILT-UP WALL PANELS

WITH 2HR FIRE RATED JOINTS.

CL

CL

F.F.L 10.40

F.F.L 14.20

F.F.L 10.40

F.F.L 14.20

CL

CL

N.G.LN.G.L

WAREHOUSE 1WAREHOUSE 2

SECTION A-ASCALE 1:100

kitchendis.wc SHR W.C

WAREHOUSE 2

FLOOR AREA

MEZZANINEwc kitchen

kitchen dis.wcSHRW.C

WAREHOUSE 1

FLOOR AREA

MEZZANINE wckitchen

selected balustrade to be min. 1000habove FFL, as per BCA requirements

staircase to manufactures specifications

NOTE:

refer to engineers specificationsand computations for all footing detail'slintel and beam design



staircase to manufactures specificationsland adjacent to perimeter footingsis to be graded away @ 1:50 over 1m

F F

F F F F F F F F

D01ENTRY DOOR

CONBINATION WITH WINDOWROLLER DOOR

D02SIDE DOOR

D03

W01ACORNER WINDOW

W01B

F F

F F F F F F F F

D01ENTRY DOOR

CONBINATION WITH WINDOWROLLER DOOR

D02SIDE DOOR

D03

W01ACORNER WINDOW

W01B

NOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & AREMEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARYDEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THESIZES WITH THEBUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT.WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE INACCORDANCE WITH A.S. 1288

WINDOW LEGEND

NOTE:

WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE

MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE

BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BE

FLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288

F. DENOTES - Fixed Glazing

O. DENOTES - Openable GlazingSL. DENOTES - Sliding Door

OBS DENOTES - Obscured GlazingSG DENOTES - Safety Glass as per AS1288

CP DENOTES - All glazing to be pilkington comfort plus or similar

SUSEPENDED CEILING

SUSEPENDED CEILING

selected roof sheeting@ 3º pitch

refer to engineer's design andcomputations for first floor framing details

refer to engineer's design andcomputations for first floor framing details

WAREHOUSE 1 - FIRST FLOOR (WINDOW SCHEDULE)

WAREHOUSE 1 - GROUND FLOOR (DOOR SCHEDULE)

All window sizes to be confirmed by

manufacturer + Builder prior to and on site

All door sizes to be confirmed on site

Custom Measurement, all window

sizes to be confirmed on site



WAREHOUSE 2 - FIRST FLOOR (WINDOW SCHEDULE)

WAREHOUSE 2 - GROUND FLOOR (DOOR SCHEDULE)





All window sizes to be confirmed by

manufacturer + Builder prior to and on site

All door sizes to be confirmed on site

12

00 M

AX

REFER

NO

TES B

ELO

W

20

00 M

IN.

NFL

100 MIN.FFL

MOUNT ON BRACKET

WITH A SECURE FIXING

TO MOUNTING POINT

SIGN TO BE LOCATED TO BE VISIBLE FROM 15m & ALL DIRECTIONS OF APPROACH.

PROVIDE ADDITIONAL SIGN OR SIGNS PERPENDICLAR TO THE WALL WHERE

LOCATION SIGN

EXTINGUISHER INSTALLATION DETAIL

LOCATE & MOUNT IN ACCORDANCE WITH AS 2444 CL. 3.3.3

FIXING POINT HEIGHT

INSTALLED IN CORRIDORS.

PREFERRED EXT. MOUNTING HEIGHT 2A 80B(E) = 900 AFFL

PREFERRED EXT. MOUNTING HEIGHT 20 & 40B(E) = 1200 AFFL

F.S.L

3. HOSE LENGTH 36m x 19mm Ø. FIT 6mm NOZZLE2. INSTALL HOSE REEL IN ACCORDANCE WITH AS 2441-1988

1. MANUFACTURE HOSE REEL IN ACCORDANCE WITH AS 1221-1991

INTERNAL HOSE REEL INSTALLATIONNOTE: 100mm min CLEARANCE REQUIRED ALL AROUND DRUM & VALVE

NOTE: REELS INSTALLED IN CUPBOARDS SHALL BE INSTALLED AS CLOSE

PRACTICAL TO THE BACK OF THE DOOR AND NOT MORE THAN 50mm FROM

THE BACK OF THE DOOR PROVIDE 50mm SIGN 'FIRE HOSE REEL'.

CONTROL VALVE

100mm min

CLEARANCE ALL

AROUND

CONNECT TO

FIRE MAIN

32mm COPPER

HOSE DRUM

100mm MIN CLEARANCE

ALL AROUND

HOSE DRUM GENERAL NOTES:





ACCESS.



AND AS1428.1DENOTES FLAT LANDING AREA FOR

WHEELCHAIR ACCESS


MINIMUM.)



OF 850mm









1

2

LEGENDNOTES

DISABLED ACCESS

GENERAL NOTES:





ROOFING NOTES:


capped over.


underside.


and ridge.


AMENITIES NOTES:













GLAZING NOTES:


installation.



in a stairway, a min 2m height must be achieved

measured vertically above the nosing line at any pointand stairs to not exceed 18 risers

SUSEPENDED CEILING

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




AMBULANT W.C DETAILSNOT TO SCALE

AS PER AS 1428 - 2009

DISABLE W.C DETAILSNOT TO SCALE

DISABLE W.C DETAILSNOT TO SCALE

WATER PROOFING DETAILS, TYP. WATER PROOFING DETAILS, TYP.

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




STAIRS AS PER AS 1428.1-2009

M : 0409 169 993




sheet no:Date:


cJob No:

Client:

At:F - 03 9317 8119

T - 03 9317 8111

building designers





1816 19.09.19




General Notes for Commercial Works

Documents

Transcript of General Notes for Commercial Works