OFFICE FITOUT DWG No: DRAWING GROUP DRAWING NAME REV …projectcorp.com.au/wordpress/projectfiles/St...

DRAWING SCHEDULE

DWG No:A0-01

A1-01

A1-02

A1-03

A1-04

A1-05

A2-01

A2-02

A3-01

A4-01

A5-01

A6-01

A7-01

A7-02

A8-01

A9-01

A9-02

DRAWING GROUPCOVER SHEET

GENERAL ARRANGEMENT PLANS





DETAILED PLAN

DETAILED PLAN

ELEVATIONS

SECTIONS

COMPLIANCE PLANS

INTERNAL ELEVATIONS

SCHEDULES

SCHEDULES

ELECTRICAL PLAN

SPECIFICATION

SPECIFICATION

DRAWING NAMEPERSPECTIVES

SITE PLAN

DEMOLITION PLAN

GROUND FLOOR PLAN

FIRST FLOOR PLAN

ROOF PLAN

GROUND FLOOR PLAN

FIRST FLOOR PLAN

1 (EAST) 2 (NORTH) 3 (WEST) & 4 (SOUTH)

SECTIONS A & B

AREA PLANS

INTERNAL ELEVATIONS

DOORS

DOORS & WINDOWS

ELECTRICAL PLANS

SPECIFICATION 1/2

SPECIFICATION 2/2

REVA

A

C

C

C

A

C

C

A

B

A

C

C

A

A

A

A

NORTH EASTERN VIEW

NORTH WESTERN VIEW

SOUTH EASTERN VIEW

EASTERN VIEW

OFFICE FITOUTAT 'THE COTTAGE'

AST JOHNS COLLEGECLIENT

ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln

ALT'S & ADD'S TO THE COTTAGEat10 MISSENDEN RD CAMPERDOWN NSW 2050

DATEREV DESCRIPTION

© COPYRIGHT TRUE NoRTH ARCHITECTS

PROJECT

PROJECT NO. REVISIONDRAWING NO.

TITLE

JOHNS-14B

COVER SHEETPERSPECTIVES

A0-01

ADMINISTRATION OFFICE FITOUTAT 'THE COTTAGE'ST JOHNS COLLEGE.

2 DANIEL CLOSE, MACMASTERS BEACH NSW 2251Tel (02) 4382 4471 www.truenortharchitects.com.au ACN: 122 375 348NSW Reg No 7840

DATE DRAWN

FOR CONSTRUCTION

22.09.14 A.C.CHECKED

DRAWING STATUS

SCALEA.C.AS SHOWN @ A3 ORIGINAL SIZE

REAL PROPERTY DESCRIPTION

A 02.06.15 CONTRACT DOCUMENTSIMPORTANT NOTES* THE BUILDER IS TO CHECK ALL DRAWINGS FOR DETAIL CONTENT ANDDIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK.* DO NOT SCALE THESE DRAWINGS.* THESE DRAWINGS ARE TO BE READ IN STRICT ACCORDANCE WITH ALLOTHER CONSULTANTS DRAWINGS, COMPUTATIONS AND REPORTS.* ALL BUILDING WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITHTHE CURRENT "BUILDING CODE OF AUSTRALIA” (BCA) AND ALLAPPLICABLE AUSTRALIAN STANDARDS.* CONTRACTORS SHOP DRAWINGS ARE TO BE PROVIDED TO THEBUILDER AND CHECKED PRIOR TO COMMENCEMENT OF ANYFABRICATION. ALL WORKS ASSOCIATED WITH THE ASSEMBLY ORINSTALLATION OF THOSE WORKS IS TOBE IN ACCORDANCE WITH THE SHOP DRAWINGS DETAILS.* THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FORREGULATIONS OR STATUTORY REQUIREMENTS AND ARE PROVIDEDAS DIRECTION TO THE APPROPRIATE SOURCE OF RELEVANT ANDIMPORTANT INFORMATION.

B 29.06.15 NOTE ADDED TO SECTION FOR CERTIFIERC 13.07.15 BATTENED WALL CHANGED, D08 AMENDED CABINET UNITS NOMINATED.

D.P

N

D.PD.P

12,0

00

6,000

MIS

SE

ND

EN

RO

AD

SANCTASOPHIACOLLEGE

SAINTJOHNSCOLLEGE

THECOTTAGE

HIN

TZIE

BU

ILD

ING

POLDING MENZIES

WAR

DEL

L

GREAT HALL CHAPEL

BUILDER'S ACCESS /PARKING/ DELIVERIESVIA PARRAMATTA RD

BUILDER'SCOMPOUND TOBE FENCED &SCREENED

SITE PLAN1:500

LOCATION PLAN

SITE


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

GENERAL ARRANGEMENT PLANSSITE PLAN

A1-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





SW

HW

S

D.P

D.PD.P

30.550BIN STOREGARDEN

WC

KITCHEN

ENTRY

STAIR

DININGLIVING

DEMOLISH POLYCARBONATEPERGOLA ROOF, & POSTS.

RELOCATE INSTANTANEOUS GAS HOTWATER UNIT& MAKE GOOD WALL.

REMOVE EXISTING TILED CONCRETE SLAB.

DEMOLISH TIMBER BATTENED SCREEN WALL.

REMOVE & STORE EXISTING WINDOW FOR RE-USE.DEMOLISH WALL BELOW SILL FOR NEW DOOR OPENING

DEMOLISH EXISTING BRICK WALL& MAKE NEW OPENING.

RELOCATE EXISTING DOOR INTERCOM.

REMOVE & STORE EXISTING CABINETRYFOR ADAPTATION & REUSE.

DEMOLISH EXISTINGSTUD WALLS.

DEMOLISH TOILET & BASIN, CAP SERVICES,REMOVE WALL TILING & MAKE GOOD WALLS.

RELOCATE WATER & GAS METERS.

RELOCATE D.P.

RELOCATE D.P.

REMOVE HANDRAIL& MAKE GOOD WALL.

O'head cabinetO'head cabinetO'head cabinet

COURTYARD

D.PD.P

D.PD.P

BED 2BED 1

E/S BATH

L'DY

STAIR

DEMOLISH POLYCARBONATEPERGOLA ROOF, & POSTS.

DEMOLISH TIMBER BATTENEDSCREEN WALL.RELOCATE D.P.

RELOCATE D.P.

BED 3

DEMOLISH BEDROOM DOORS.

REMOVE WARDROBE DOORS& SHELVING, & STORE FORRE-INSTALLATION.

REMOVE VANITY & STOREFOR REINSTALLATION.

REMOVE HANDRAIL & MAKE GOOD WALL.

DEMOLISH BEDROOM DOORS.

REMOVE VANITY & SHOWER.STORE FOR REINSTALLATION.

DEMOLITION NOTES:- ALL SERVICES TO BE DISCONNECTED & CAPPED PRIOR TO BULK DEMOLITION COMMENCING. ENSURE A DIAL-BEFORE-YOU-DIG SEARCH IS DONE PRIOR.- DEMOLITION TO BE CONDUCTED BY LICENCED CONTRACTOR.- ERECT EROSION & SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH CITY OF SYDNEY POLICIES & DCP'S

GROUND FLOOR DEMOLITION PLAN1:100

FIRST FLOOR DEMOLITION PLAN1:100

CST JOHNS COLLEGECLIENT

ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

GENERAL ARRANGEMENT PLANSDEMOLITION PLAN

A1-02



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





N

0 1 2 3 4 5

HW

SH

WS

D.P

Cabinet CabinetDRWSDRWS CabinetCabinet DRWS

D.PD.P

2,5

00

1,2

50

171 1,2

99

5

BIN STORE

GARDEN

SB A/C

FINANCEK'ETTE PWD

W.C.

FACILITY

ENTRY LOBBYACCOUNTS

WM

GAS

DRIVEWAY

1. 2.

3.

KITCHENS

MIS

SE

ND

EN

RO

AD

STAIR

SERVICE COURT

ADJACENT PROPERTY

RAMP

A/C

BUILDERSCOMPOUND

12

34

AA4-01

AA4-01

BA4-01

BA4-01


MEETING

RAMP

SHORT TERM PARKING

AREA SCHEDULEFLOORGROUND FLOORGROUND FLOORGROUND FLOORGROUND FLOORGROUND FLOORGROUND FLOORGROUND FLOORGROUND FLOORGROUND FLOOR

ROOM NAMEACCOUNTSFACILITY MANAGERFINANCE DIRECTORKITCHENETTELOBBYMEETING ROOMPWD TOILETSTUDENT ENTRYW.C.

AREA (m2)20.21210.45710.8165.7686.356

20.6855.4548.1861.835

PROPOSED GROUND FLOOR1:100


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

GENERAL ARRANGEMENT PLANSGROUND FLOOR PLAN

A1-03



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





N

0 1 2 3 4 5

D.PD.P

D.P D.P

12

34

BED 3BED 2BED 1

ENSUITE BATH

LDY

STAIR

PROPRIETORY ALUMINIUM FRAMEAND POLYCARBONATE SHEETAWNING ROOF

PROPRIETORY ALUMINIUMFRAME AND POLYCARBONATESHEET AWNING ROOF

A: 13 m2 A: 11 m2 A: 10 m2

A: 5 m2 A: 5 m2

AA4-01

AA4-01

BA4-01

BA4-01

WHEN UNDERTAKING WORK ON THEROOF, CONTRACTOR SHOULD PROVIDEFALL PROTECTION IN ACCORDANCEWITH THE PREVENTING FALLS INHOUSING CONSTRUCTION ANDMANAGING THE RISK OF FALLS IN THEWORKPLACE CODES OF PRACTICE

PROPOSED FIRST FLOOR PLAN1:100


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

GENERAL ARRANGEMENT PLANSFIRST FLOOR PLAN

A1-04



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





N

0 1 2 3 4 5

12

34

AA4-01

AA4-01

BA4-01

BA4-01

WHEN UNDERTAKING WORK ON THEROOF, CONTRACTOR SHOULD PROVIDEFALL PROTECTION IN ACCORDANCEWITH THE PREVENTING FALLS INHOUSING CONSTRUCTION ANDMANAGING THE RISK OF FALLS IN THEWORKPLACE CODES OF PRACTICE

PROPOSED ROOF PLAN1:100


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

GENERAL ARRANGEMENT PLANSROOF PLAN

A1-05



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





D11

W02a W03 D02

CabinetDRWSDRWS CabinetCabinet DRWS

D.PD.P4501,700870

2,025 190 190 2,350 189 7,041 190

1,500 2,350 1,500 2,350 1,760

30.550

30.550

30.55030.565

30.565

30.550

30.400 30.550

01

02

03

04

05

06

07

08

10

11

12

09

MIN 1:14 RAMP

BIN STORE

PWD TOILETKITCHENETTE /PRINT ROOM

FACILITYMANAGER

STUDENTENTRY LOBBYACCOUNTS

PLANTER BED

EXISTING RENDERED MASONRY WALL,PAINT FINISH.

STONE CLAD CORE FILLED200 SERIES BLOCKWORK BLADE WALLS

REUSE EXISTING CABINETRY.

CERAMIC TILE ONSLAB ON GROUND

STONE CLAD CORE FILLED 200 SERIESBLOCKWORK BLADE WALLS

FLUSH PLASTERBOARDLINED STUD WALL

REUSED WINDOW INNEW OPENING D.P.

D.P.

REUSED CABINETS

PLASTERBOARD LINED BATTENED WALLWITH 60MM XPS INSULATION BOARD

CARPET & UNDERLAYON CONCRETE SLABCARPET & UNDERLAY

ON EXISTING TILE EXISTING CERAMIC TILE

EXISTINGCERAMIC TILE

CARPET & UNDERLAYON EXISTING TILE

FIRE RATED STUDWALLTO UNDERSIDE OF SLABWITH 120/120/120 FRL2 X 16MM FIRECHECKBOTH FACES.

STONE TILED CONCRETE RAMP

CL CLNEW 50MM DIAM HWD HANDRAIL WITH MIN 50MM OFFSET OFF WALL TO MATCHEXISTING. RE-USE EXISTING HANDRAIL & BRACKETS. PHOTO-LUMINESCENT PAINT.

CERAMIC TILE ONSLAB ON GROUND

EXISTINGCERAMIC TILE

FIRE RATED STUDWALLTO UNDERSIDE OF SLABWITH 120/120/120 FRL.2 X 16MM FIRECHECKBOTH FACES.

TBCTBC TBC TBC

VOID VOID

MIN 1:14 RAMPRELOCATED D.P.

C

A: 10.5 m2

A: 5.5 m2

A: 20.7 m2

A: 20.2 m2

A: 10.8 m2

A: 6.4 m2

A: 5.8 m2

A: 8.2 m2

A: 0.0 m2

D03

D04

D05

D06D07


W01 D01

3,100903,7261351152,267903,750902,54590720901,210335

335 1,965 310 885 1,370 350

190

70

1,8

20

90

3,4

31

70

190

90

240

90

1,8

65

90

2,0

33

245

160

990

335 1,210 90 720 90 2,545 90 490 90 3,170 90 2,272 110 135 3,726 90 3,030 70 190

245

920

90

1,5

50

90

2,8

20

245

190

70

5,3

41

70

190

100

1,2

00

100

160

990

200

1,1

00

1,0

00

900

110

1,0

00

690

800

1,1

50

1,6

00

910

641

2,250

830

30

50

310 50 1,370 810 310 590 2,900 800 1,350 1,090 190 310

MEETINGROOM

REUSE EXCABINETS

ENGINEERING NOTE:* THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH MPC CONSULTING ENGINEERS DRAWINGS S01 - S03

GROUND FLOOR PLAN1:50


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

DETAILED PLANGROUND FLOOR PLAN

A2-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





D08D09D10

D.PD.P

D.P D.P

996

100 1,000

1,000 1,000

TO

MA

TC

H E

XIS

TIN

G

2,8502,225

17790

450176

PROTECT & MAINTAINEXISTING FLOOR

1 X 16MM FIRECHECKBOTH FACES OVEREXISTING PLASTERBOARDLINED STUDWALLS UPTO CEILING - 60/60/60 FRL .

1 X 16MM FIRECHECKBOTH FACES OVEREXISTING PLASTERBOARDLINED STUDWALLS UPTO CEILING - 60/60/60 FRL .

BED 3BED 2BED 1

ENSUITE BATH

LAUNDRYSTAIR

REMOVE WARDROBE DOORS& SHELVING, ADJUST ASNECESSARY & RE-INSTALL.

REMOVE WARDROBE DOORS& SHELVING, ADJUST ASNECESSARY & RE-INSTALL.

1 X 16MM FIRECHECKOVER EXISTINGPLASTERBOARDLINED STUDWALL UPTO CEILING.

REMOVE VANITY, ADJUST ASNECESSARY. RE-INSTALL &MAKE GOOD ADJACENTSURFACES.

REMOVE VANITY & SHOWER, ADJUST AS NECESSARY.RE-INSTALL & MAKE GOOD ADJACENT SURFACES.

1HRFIREDOOR

1HRFIREDOOR

1HRFIREDOOR



PROTECT & MAINTAINTILED FLOOR



COLORBOND KLIPLOK ROOF SHEETING@ 2 DEGREE PITCH.

EXISTING RENDERED BRICKWORK

COLORBOND PARAPET CAPPING.

COLORBOND PARAPET CAPPING.

COLORBOND HALF-ROUNDGUTTER TO MATCH EXISTING.

COLORBOND KLIPLOK ROOF SHEETING@ 2 DEGREE PITCH.

NEW 50MM DIAM HWD HANDRAIL WITHMIN 50MM OFFSET OFF WALL TO MATCHEXISTING. RE-USE EXISTING HANDRAIL& BRACKETS. PHOTO-LUMINESCENT PAINT

C

NEW NIB WALL .

MOVE EX ROBE.

MOVE STUD WALL .


PROPRIETORY ALUMINIUMFRAME AND POLYCARBONATESHEET AWNING ROOF

C

1,1

89

100

830

30

50

1,3

50

ENGINEERING NOTE:* THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH MPC CONSULTING ENGINEERS DRAWINGS S01 - S03

FIRST FLOOR PLAN1:50

T1


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

DETAILED PLANFIRST FLOOR PLAN

A2-02



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





EXISTING TO BE ALTERED NEW

SANDSTONE CLADDBLADE WALLSTO MATCH EXISTING

GROUND FLOOR30.55

FIRST FLOOR33.60

620

EXISTING EXTENT OF ADDITION EXISTING TO BE ALTERED

GAS MAINS

NEW RENDEREDBLOCKWORK PARAPET WALLTO MATCH EXISTING

EXISTING RENDEREDBLOCKWORK PARAPET WALL

EXISTING RENDEREDBRICKWORK WALL.

COLORBOND METAL-DECKROOF


GROUND FLOOR30.55

FIRST FLOOR33.60

2,4

50

2,4

50

EXISTING TO BE ALTERED EXTENT OF ADDITION EXISTING

W01 D01 W02a W02b D02W03

SANDSTONE CLADDING TO MATCHEXISTING

RENDERED BLOCKWORK PARAPET WALLTO MATCH EXISTING

RELOCATE EXISTING DOWNPIPES& MAKE GOOD GUTTER

COLORBOND PARAPET FLASHING


SIGNAGE BY OTHERS

ELEVATION1:1004ELEVATION

1:1003

ELEVATION1:1002ELEVATION

1:1001


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

ELEVATIONS1 (EAST) 2 (NORTH) 3 (WEST) & 4 (SOUTH)

A3-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





2,8

00

640

100

3,4

40

MEETING ROOMBO

UNDA

RY

REINFORCED CONCRETE RAFT SLAB AS PER ENGINEERS SPEC'CONCRETE EDGE BEAM AS PER ENGINEERS SPEC'CONCRETE BORED PIER AS PER ENGINEERS SPEC'

RENDERED REINFORCED CONCRETEBLOCKWORK WALL.

COLORBOND KLIPLOK ROOF SHEETING ON PURLINS.

P/B CEILING SUSPENDED FROM PURLINSON FURRING CHANNEL .

PLASTERBOARD LINED 60MM H2 TREATED PINEBATTENS WITH XPS BOARD INSULATION.

RENDERED CAPPING BLOCK WITHCOLORBOND PARAPET FLASHING.

COLORBOND APRON FLASHING UP TOCOLORBOND PARAPET CAPPING.

AIRCELL 'INSULBREAK 65' SISALATION OVERLVL PURLINS AS PER ENGINEERS SPEC'

REINFORCED CONCRETE RAMP AS PER ENGINEERS SPEC'

PLASTERBOARD LINED BULKHEAD.

GROUND FLOOR30.55

FIRST FLOOR33.60

BED 1.BED 2.BED 3.

BOUN

DARY

REINFORCED CONCRETE RAFT SLAB AS PER ENGINEERS SPEC'CONCRETE EDGE BEAM AS PER ENGINEERS SPEC'CONCRETE BORED PIER AS PER ENGINEERS SPEC'

EXISTING RENDERED BRICK SILL.

RENDERED BRICK WALL, PAINT FINISH.

LVL PURLINS AS PER ENGINEERS SPEC'

PLASTERBOARD LINED H2 TREATED PINE STUDWORK WALL.

COLORBOND KLIPLOK ROOF SHEETING ON PURLINS.

P/B CEILING SUSPENDED FROM PURLINS ON FURRING CHANNEL .

PLASTERBOARD LINED 60MMH2 TREATED PINE BATTENSWITH 60MM XPS BOARDINSULATION.


AIRCELL 'INSULBREAK 65' SISALATION OVER PURLINS

FIRE RATED STUDWALL TO UNDERSIDE OF SLAB WITH120/120/120 FRL. 2 X 16MM FIRECHECK BOTH FACES.

1 X 16MM FIRECHECK BOTH FACES OVER EXISTINGPLASTERBOARD LINED STUDWALLS UP TO CEILINGACHIEVE 60/60/60 FRL .

1 HR FIRE RATED CEILING. REMOVE EX P/B & ADD2 LAYERS OF 13MM FIRECHECK PLASTERBOARDWITH FRL 60/60/60

R2.5 BULK INSULATION CEILING BATTS

INSTALL SUPLEMENTARY CEILING JOISTSBETWEEN TRUSSES AS PER ENGINEERS SPECTO SUPPORT FIRE CEILING

FLOOR TO BE A SYSTEM INCORP-ORATING A CEILING WHICH HAS ARESISTANCE TO THE INCIPIENT SPREADOF FIRE TO THE SPACE ABOVE ITSELFOF NOT LESS THAN 60 MINUTES.

B

GROUND FLOOR30.55

FIRST FLOOR33.60

2,7

50

2,9

00

2,4

78

FINANCELOBBYFACILITY ENTR

Y

ACCOUNTSMEETINGBINS

COLORBOND CAVITY FLASHING.

SECTION1:100B

SECTION1:100A

BST JOHNS COLLEGECLIENT

ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

SECTIONSSECTIONS A & B

A4-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





D.P

D.PD.P

98 m2

D.PD.P

D.P D.P

60 m2FLOOR AREA:EXISTING FLOOR SPACE 119.00 m2

NET ADDITIONAL FLOOR SPACE 39.00 m2

TOTAL FLOOR SPACE 158.00 m2

FIRE SAFETY SCHEDULE:HYDRANTS - A HYDRANT IS REQUIRED & IS ALREADY AVAILABLE ON SITE.AUTOMATIC SMOKE DETECTION & ALARM SYSTEM - A SYSTEM IS REQUIRED TO THE FIRST FLOOR LEVEL ONLY - REFER ELECTRICAL PLAN.EXTINGUISHERS - PORTABLE FIRE EXTINGUISHER ARE REQUIRED. SUPPLIED BY OTHERS (1 UPSTAIRS, 1 IN OFFICE & 1 IN FACILITY MANAGERS OFFICE).EXIT SIGNS - EXIT SIGNS ARE REQUIRED - REFER ELECTRICAL PLAN.

HOSE REELS - A FIRE HOSE REEL IS NOT REQUIRED (<500sqm).SPRINKLERS - A SPRINKLER SYSTEM IS NOT REQUIRED.EMERGENCY LIGHTING - AN EMERGENCY LIGHTING SYSTEM IS NOT REQUIRED.

SAFE DESIGN NOTE: REFER TO THE 'SAFE DESIGN REPORT' PREPARED BY SAFE DESIGN AUSTRALIA & WHICH REFERS TO THE FOLLOWING 'SAFE WORK AUSTRALIA' CODES OF PRACTICE:

- MANAGING RISKS IN CONSTRUCTION WORK CODE OF PRACTICE 2012- HOW TO SAFELY REMOVE ASBESTOS CODE OF PRACTICE 2011- MANAGING THE RISKS OF PLANT IN THE WORKPLACE DRAFT CODE OF PRACTICE 2011- DEMOLITION WORK, CODE OF PRACTICE 2012- EXCAVATION WORK CODE OF PRACTICE 2012- MANAGING THE RISK OF FALLS IN THE WORKPLACE CODE OF PRACTICE 2011.- PREVENTING FALLS IN HOUSING CONSTRUCTION CODE OF PRACTICE 2012.- MANAGING ELECTRICAL_RISKS IN THE WORKPLACE DRAFT_CODE OF PRACTICE 2011.- WORKING IN THE VICINITY OF OVERHEAD AND UNDERGROUND ELECTRICAL LINES, (DRAFT)- HAZARDOUS MANUAL TASKS CODE OF PRACTICE 2011.

CONSTRUCTION NOTE:* THE BUILDER IS TO CHECK ALL DRAWINGS FOR DETAIL, CONTENT, AND DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK.

* DO NOT SCALE THESE DRAWINGS.

* ALL BUILDING WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT "NATIONAL CONSTRUCTION CODE” (NCC) AND ALL APPLICABLE AUSTRALIAN STANDARDS.

* TIMBER FRAMING TO BE IN ACCORDANCE WITH BCA PART 3.4.3. AND AS 1684.4* FOOTINGS TO BE IN ACCORDANCE WITH BCA PART 3.2.

THE COTTAGE

DINING HALL

HINTZIE BUILDING

GROUND FLOOR AREA1:200

FIRST FLOOR AREA1:200

MISSENDEN RD ELEVATION1:2005

BCA SECTION J COMPLIANCE:(Refer to full BCA Sec on J Compliance Report by Gradwell Consul ng)

PART NAME DESCRIPTION J1.1 Applica on Applies to the envelope. J1.2 General Refer to the detail in the report. J1.3 Roof & Ceiling Some office roof/ceiling Total R-Value of 4.2 (down) J1.4 Roof Lights Refer to the detail in the report. J1.5 Walls Refer to the detail in the report. J1.6 Floors No minimum Total R-Value required. J2 Glazing Uw=4.7, SHGCw=0.63 except exis ng window. J3 Sealing Refer to the detail in the report. J5 Air/Con & Ven la on Refer to the detail in the report. J6 Ligh ng IPL of ligh ng not to exceed 1.22 kW. J7 Hot Water Supply Refer to the detail in the report. J8 Access Refer to the detail in the report.

PROTECTION OF OPENNINGS FOR SERVICES :The proposed fire stopping system for the following service penetra ons in fire rated building elementsis to be in accordance with BCA C3.15 and Spec C3.15 of the BCA:

1. Plumbing - all PVC waste pipes penetra ng the floor slab immediately above the Office to have fire stopping collars retrofi ed. Install Boss Fire's retrofit Fire Collar System or similar approved.2. Mechanical Ven la on - there are no proposed openings in fire rated building elements.3. Air-condi oning - there are no proposed openings in fire rated building elements.4. Electrical - switches & outlets to be offset 300mm horizontally & 600mm ver cally as per Spec C3.15/6 of the BCA - wires & cable penetra ons to be more than 50mm from other services, less than 500mm2 any gaps properly fire stopped as per Spec C3.15/5 of the BCA5. Construc on joints - to be fire rated mas c as per Spec C3.15/7 of the BCA.


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

COMPLIANCE PLANSAREA PLANS

A5-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





PAINTEDPLASTERBOARD

REF'CAVITY

ADAPTED EXISTINGKITCHEN CABINETS

ADAPTED EXISTINGOVERHEAD CABINETS

NEW BENCHTOPTO MATCH EXISTING

PAINTED PINE KICKERTO MATCH

(1) (3)(2)

(8)(7)

NEW BLANK PANEL

C

PAINTED PINE SKIRTINGTO MATCH

CORNICE TOMATCH EXISTING

PAINTED FLUSHPLASTERBOARD

PAINTED PINE KICKERTO MATCH

NEW BENCHTOPTO MATCH EXISTINGADAPTED EXISTINGKITCHEN CABINETS

ADAPTED EXISTINGOVERHEAD CABINETS

PAINTED PINE KICKERTO MATCH SKIRTING

PAINTED FLUSHPLASTERBOARDWALL TO MATCHEXISTING

SQUARE SETCORNICE

ADAPTED KITCHENCABINETS

FLAT SCREENTV BY OTHERS

NEW BENCHTOP TOMATCH EXISTING

C

(10) (5) (6)(9) (Ov)

NEW CABINET TOMATCH EXISTING

NEW DOOR TOMATCH EXISTING

C

PAINTED PINE SKIRTINGTO MATCH EXISTING

EXISTING RENDEREDBRICKWORK WALL

SHADOWLINE CORNICE

PAINTED PLASTERBOARDBULKHEAD TO MATCH EXISTING

PAINTED PINESKIRTINGTO MATCHEXISTING

PAINTED FLUSHPLASTERBOARDWALL TO MATCHEXISTING

SHADOWLINECORNICE

PAINTEDPLASTERBOARDBULKHEAD TOMATCH EXISTING

EXISTING RENDEREDBRICKWORK WALL

1,6

00

PAINTED PINE SKIRTINGTO MATCH EXISTING

PAINTED FLUSH PLASTERBOARDWALL TO MATCH EXISTING

SHADOWLINE CORNICE

PAINTED PLASTERBOARDBULKHEAD TO MATCH EXISTING

PAINTED PINE ARCHITRAVETO MATCH EXISTING

ADAPTED KITCHEN CABINETS

800

700

800

600

300

800

100

1,2

00

300 50

KITCHENETTE1:5004KITCHENETTE

1:5003

KITCHENETTE1:5002KITCHENETTE

1:5001

MEETING ROOM1:5008MEETING ROOM

1:5007

MEETING ROOM1:5006MEETING ROOM

1:5005

PWD TOILET1:5012PWD TOILET

1:5011PWD TOILET1:5010PWD TOILET

1:5009


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

INTERNAL ELEVATIONSINTERNAL ELEVATIONS

A6-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





DOOR & WINDOW LEGEND:OG - OBSURE GLASS (VIRIDIAN "DECORSATIN" GLASS)

CG - CLEAR GLASS

DC - TRANSLUCENT DECAL

NOTES:ALL WINDOWS TO BE IN ACCORDANCE WITH AS2047

ALL DOOR AND WINDOW OPENINGS TO BEMEASURED ON SITE

ALL WINDOW FRAMES TO BE POWDERCOATEDALUMINIUM (TO MATCH EXISTING WINDOWS)

ALL INTERNAL DOOR FRAMES TO BE PAINT FINISHTIMBER

ALL DOOR HARDWARE TO MATCH EXISTING.

ALL EXTERNAL DOORS AND WINDOWS TO BEDESIGNED FOR REGION A, TERRAINCATEGORY 3, WIND CLASSIFICATION N2.













A SEAL TO RESTRICT AIR INFILTRATION MUST BEFITTED TO EACH EDGE OF A DOOR FORMING PARTOF THE ENVELOPE OF A CONDITIONED SPACE.








NUMBER D01 D02 D03 D04 D05 D06 D07 D08 D09 D10

RO0M NAME LOBBY FACILITY MANAGER FINANCE DIRECTOR FINANCE DIRECTOR FINANCE DIRECTOR PWD TOILET STUDENT ENTRY BEDROOM 3 BEDROOM 2 BEDROOM 1

FROM ROOM MEETING ROOM

PLAN

1,370 900 900 900 900 1,000 340 1,000 1,000 1,000

ELEVATION

2,4

50

500 870

CG CG

MIN 850CLEAR

900

2,4

50

OG

MIN 850CLEAR

900

2,1

00

OG

MIN 850CLEAR

900

2,1

00

900

2,1

00

1,000

2,1

20

MIN 850CLEAR

340

2,1

00

1,000

2,0

99850MM

CLEAROPENING

1,000

2,0

99850MM

CLEAROPENING

1,000

2,0

99850MM

CLEAROPENING

AREA (m2) 3.357 2.205 1.890 1.888 1.890 2.120 0.710 2.099 2.099 2.099

NOTESPOWDERCOATED ALUMINIUMFRAMED GLAZED EXTERNALDOOR WITH SIDELIGHT TOMATCH EXISTING.

POWDERCOATEDALUMINIUM FRAMEDGLAZED EXTERNAL DOORWITH SIDELIGHT TOMATCH EXISTING.

POWDERCOATEDALUMINIUM FRAMEDGLAZED INTERNALDOOR TO MATCHEXISTING.

FLUSH HOLLOWCORETIMBER FRAMEDCUPBOARD DOOR

FLUSH HOLLOWCORETIMBER FRAMEDCUPBOARD DOOR

FLUSH SOLIDCORETIMBER FRAMEDINTERNAL DOOR

FLUSHHOLLOWCORETIMBER FRAMEDCUPBOARDDOOR




HARDWARE

PWD COMPLIANT HOLD OPENDOOR CLOSER. LEVERHANDLES TO MATCH EXISTING.VINTEC SAFLOK SYSTEMSUPPLIED BY COLLEGECOLLEGE

PWD COMPLIANT HOLDOPEN DOOR CLOSER.LEVER HANDLES TOMATCH EXISTING. VINTECSAFLOK SYSTEMSUPPLIED BY COLLEGECOLLEGE

LEVER HANDLES TOMATCH EXISTING.VINTEC SAFLOK SYSTEMSUPPLIED BY COLLEGECOLLEGE

S/S HINGES & BALLCATCHES. LEVERHANDLES TO MATCHEXISTING.

S/S HINGES & BALLCATCHES. LEVERHANDLES TO MATCHEXISTING.

PWD COMPLIANTCLOSER & S/S LIFT-OFFHINGES. LEVERHANDLES & PRIVACYSET TO MATCHEXISTING.

S/S HINGES &BALL CATCHES

LEVER HANDLES TOMATCH EXISTING.MORTICE LOCKMASTER KEYED TOCOLLEGE. HOLD OPENDOOR CLOSER.

HANDLES TO MATCHEXISTING. MORTICELOCK MASTER KEYEDTO COLLEGE. HOLDOPEN DOOR CLOSER.

HANDLES TO MATCHEXISTING. MORTICELOCK MASTER KEYEDTO COLLEGE. HOLDOPEN DOOR CLOSER.

DOOR SCHEDULE

C


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

SCHEDULESDOORS

A7-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





DOOR & WINDOW LEGEND:OG - OBSURE GLASS (VIRIDIAN "DECORSATIN" GLASS)

CG - CLEAR GLASS

DC - TRANSLUCENT DECAL








NUMBER

PLAN

AREA (m2)

NOTES

ROOFLIG...

NUMBER W01 W02a W02bROOM NAME FINANCE DIRECTOR MEETING ROOM MEETING ROOM FACILITY MANAGER

PLAN1,370 1,450 1,450 1,350

ELEVATION

1,370

800

1,6

50

CG CG

1,450

800

1,6

50

OG OG

JOIN

S W

02b

1,450

800

1,6

50

OG OG

JOIN

S W

02b

1,350

800

1,6

50

CG CG

AREA (m2) 2.261 2.393 2.393 2.228

NOTESEXISTING POWDERCOATEDALUMINIUM FRAMED CASEMENTWINDOW RELOCATED. ASSUMEDUw = 7.0, SHGCw = 0.70

POWDERCOATED ALUMINIUMFRAMED FIXED GLASS WINDOW TOMATCH EXISTING. SINGLE LOW EGLAZING Uw = 4.7, SHGCw = 0.63

POWDERCOATED ALUMINIUMFRAMED FIXED GLASS WINDOW TOMATCH EXISTING. SINGLE LOW EGLAZING Uw = 4.7, SHGCw = 0.63

POWDERCOATED ALUMINIUMFRAMED WINDOW TO MATCHEXISTING. SASHLESS DOUBLEHUNG WINDOW . SINGLE LOW EGLAZING Uw = 4.7, SHGCw = 0.63

WINDOW SCHEDULE

D11

MEETING ROOM

KITCHENETTE

4,000

4,0002,4

50

2,4

50

9.800

EXISTING BIFOLD DOOR WITH NEW TRANSLUCENT DECAL ONTO EXISTINGGLAZING

EXISTING HARDWARE

DOOR SCHEDULE

NUMBER D01

RO0M NAME LOBBY

FROM ROOM

PLAN

ELEVATION

AREA (m2) 3.357

NOTESPOWDERCOATED ALUMINIUMFRAMED GLAZED EXTERNALDOOR WITH SIDELIGHT TOMATCH EXISTING.

HARDWARE

PWD COMPLIANT HOLD OPENDOOR CLOSER. LEVERHANDLES TO MATCH EXISTING.VINTEC SAFLOK SYSTEMSUPPLIED BY COLLEGECOLLEGE

DOOR SCHEDULE

A


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

SCHEDULESDOORS & WINDOWS

A7-02



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





EXIT

EXIT

U UU

U

EXISTINGA/C CONDENSOR

NEW MULTI-HEADA/C CONDENSORMOUNTED ON BACKOF BLADE

RELOCATEDWATER METER

RELOCATEDGAS METERRELOCATE DOOR BELL

ONTO BLADE WALL

NE

W A

/C

GPO'S INFLOOR

CONNECTTO COLLEGE

22

2 22

22

22

2

2

2 2

22

2

2

2

P

R R

R

R R

R R

R

R

RD D

G G G

G

G

D

EX A/CNEW A/C NEW A/C

1500 1500

2

2

D

(300)

SERVICES LEGENDHYDRAULIC:SEWER STORMWATER RAINWATERVP VENT PIPE ST STACK DP DOWN PIPE HOSE COCK

AIR CONDITIONING:

FANCOIL UNIT (AS PER BCA F4.5b) & AS1668.2/3666.1

CONDENSOR UNIT (AS PER BCA F4.5b) & AS1668.2/3666.1

ELECTRICAL: SINGLE GPO

DOUBLE GPO

GPO (300) - HEIGHT AFFL INDICATED IN BRACKETS

SWITCH SINGLE

SWITCH DOUBLE

SWITCH 2 WAY

SWITCH DIMMABLE

WIRING

WALL LIGHT - UP/DOWN

WALL MOUNTED UPLIGHT

BRICK LIGHT

IN-GROUND UP-LIGHT (WITH DAYLIGHT SENSOR)

LED DOWNLIGHT (FIXED)

LED DOWNLIGHT (GIMBLED)

FLOURESCENT DOWNLIGHT (GIMBLED)

FLOURESCENT TUBE (1200) - RECESSED

FLOURESCENT TUBE (1500) - PENDANT

TELEVISION OUTLET

TELEPHONE OUTLET

SPEAKER PLATE & JACK

METER BOARD

DISTRIBUTION BOARD

CEILING FAN

EXHAUST FAN WITH TIMED OVERUN SWITCHED TO LIGHT FITTING (AS PER BCA F4.5b) & AS1668.2/3666.1

EXIT SIGN

AUTOMATIC SMOKE DETECTION & ALARM LINKED TO COLLEGE SYSTEM BY OTHERS

EXIT

CONNECTTO COLLEGE

NOTE:- ALL GPO'S & SWITCHES IN FIRE RATED WALLS TO BEREPLACED WITH 1HR RATED FITTINGS.- ALL DOWNLIGHTS IN FIRE RATED CEILINGS TO BEINSTALLED WITH 1HR RATED INTUMESCENT CONES.

- MAX LIGHTING ILLUMINATION POWER LOAD (IPL) IS 1.22kW.

EXIT

U

G

G

D

P

R

SERVICES LEGENDHYDRAULIC:SEWER STORMWATER RAINWATERVP VENT PIPE ST STACK DP DOWN PIPE HOSE COCK

AIR CONDITIONING:

FANCOIL UNIT (AS PER BCA F4.5b) & AS1668.2/3666.1

CONDENSOR UNIT (AS PER BCA F4.5b) & AS1668.2/3666.1

ELECTRICAL: SINGLE GPO

DOUBLE GPO

GPO (300) - HEIGHT AFFL INDICATED IN BRACKETS

SWITCH SINGLE

SWITCH DOUBLE

SWITCH 2 WAY

SWITCH DIMMABLE

WIRING

WALL LIGHT - UP/DOWN

WALL MOUNTED UPLIGHT

BRICK LIGHT

IN-GROUND UP-LIGHT (WITH DAYLIGHT SENSOR)

LED DOWNLIGHT (FIXED)

LED DOWNLIGHT (GIMBLED)

FLOURESCENT DOWNLIGHT (GIMBLED)

FLOURESCENT TUBE (1200) - RECESSED

FLOURESCENT TUBE (1500) - PENDANT

TELEVISION OUTLET

TELEPHONE OUTLET

SPEAKER PLATE & JACK

METER BOARD

DISTRIBUTION BOARD

CEILING FAN

EXHAUST FAN WITH TIMED OVERUN SWITCHED TO LIGHT FITTING (AS PER BCA F4.5b) & AS1668.2/3666.1

EXIT SIGN

AUTOMATIC SMOKE DETECTION & ALARM LINKED TO COLLEGE SYSTEM BY OTHERS

GROUND FLOOR ELECTRICAL PLAN1:100

FIRST FLOOR1:100


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

ELECTRICAL PLANELECTRICAL PLANS

A8-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





0184 TERMITE MANAGEMENT

1.1 STANDARD - TO AS 3660.1.

Chemical soil barriers – reticulation systems: Provide evidence that the system has been type tested to AS 3660.1 Appendix E.

Termite barrier notice: Provide a durable notice permanently fixed in a prominent location to BCA clause 3.1.3.2(b) and B1.4 (i) and (ii).

0310 CONCRETE

1.1 STANDARDS - FORMWORK DESIGN AND CONSTRUCTION, FORMED SURFACES: TO AS 3610.

Steel decking including sheet connectors: To AS 2327.1

Specification and supply of concrete: To AS 1379.

Concrete materials and construction: To AS 3600.

Ground slabs and footings: To AS 2870.

Because ground conditions vary so much within Australia, concrete ground slabs or footings are usually designed by a professional engineer

but this is not always necessary. AS 2870 has ‘deemed-to-comply’ provisions.

The BCA clause 3.2.4 contains a table of soil classifications that are the basis for requirements for footing design. The soil classification

should be determined by the local council engineer or a geotechnical engineer.

SAA HB 28 and SAA HB 109 are also useful design guides.

Tolerances - Formed surfaces: Conform with the surface finish requirements of AS 3610 and the following:

Visible: To a 3 mm tolerance Not visible: To a 6 mm tolerance

Unformed surfaces: Confirm conformance with the following using a straight edge placed anywhere on the surface in any direction.

Generally: Machine floated finish to a 3 mm tolerance. Areas for tiling: Screeded finish to a 6 mm tolerance.

1.2 MATERIALS - POLYMERIC FILM UNDERLAY

Location: Under slabs on ground including integral ground beams and footings, provide a vapour barrier or, in areas prone to rising damp or

salt attack, a damp-proofing membrane.

Provision of a vapour barrier for external slabs on ground prevents water loss to the subgrade and has the potential to reduce slab curling

at edges and corners.

Lost formwork - General: Not to contain timber or chlorides and not to impair the structural performance of the concrete members.

Pre-mixed concrete supply - Standard: to AS 1379 by the batch production process. Maximum slump: 100 mm.

Formwork

Preparation - Cleaning: Before placing concrete, remove free water, dust, debris and stains from the forms and the formed space.

Stripping times - General: Leave formwork for suspended structures in place after pouring concrete for the following periods:

Vertical surfaces: 2 days.

Bottom surfaces: 7 days with shoring and backprops left in position for 21 days.

Corners - Work above ground: Chamfer at re-entrant angles, and fillet at corners.

Face of bevel 25 mm.

Void formers - Use: Cast designated ground floor slabs and beams on void formers.

Protection: Keep void formers dry until use, place them on a firm level surface and place reinforcement and concrete with minimum delay.

Reinforcement - Supports - General: Provide proprietary concrete, metal or plastic supports to reinforcement in the form of chairs, spacers,

stools, hangers and ties, as follows:

To be adequate to withstand construction and traffic loads.

With a protective coating if they are ferrous metal extending to the surface of the concrete, or are used with galvanized or zinc-coated

reinforcement.

Minimum spacing: - Bars: 60 diameters. Fabric: 800 mm.

Supports over membranes: Prevent damage to waterproofing membranes or vapour barriers. If appropriate, place a metal or plast ic plate

under each support.

For special conditions pieces of stainless steel reinforcement welded to standard reinforcement may be used as a support medium in place

of the standard accessories

Projecting reinforcement - General: If ‘starter’ or other bars project beyond reinforcement mats or cages, through formwork or from cast

concrete, provide a plastic protective cap to each bar until it is incorporated into subsequent work.

Tying - General: Secure the reinforcement against displacement by tying at intersections with either wire ties, or clips. Bend the ends of

wire ties away from nearby faces of forms so that the ties do not project into the concrete cover.

Minimum requirements - Splice as follows:

Mesh sheets: 225 mm.

Trench mesh: 500 mm.

Bars: Greater of either 500 mm or 25 x bar diameter.

Strip footing intersections and corners: Full width of intersecting reinforcement.

Cement - Standard: To AS 3972.

Age: Less than 6 months old.

Storage: Store cement bags under cover and above ground.

1.3 CONCRETE

Placing - General: Use placing methods which avoid segregation and loss of concrete, and which minimise plastic settlement. Maintain a

generally vertical and plastic concrete edge during placement.

Layers: Place concrete in layers 300 mm thick, such that each succeeding layer is compacted before previous layer has taken initial set.

Compact into previous layer.

Compaction - Methods: Use immersion and screed vibrators accompanied by hand methods as appropriate to remove entrapped air and to

fully compact the mix.

Vibrators: Do not allow vibrators to come into contact with set concrete, reinforcement or items including pipes and conduits embedded in

concrete. Do not use vibrators to move concrete along the forms. Avoid over-vibration that may cause segregation.

Rain - General: During placement and prior to setting, do not expose concrete to rain.

Protection: Protect surface from damage by covering until hardened.

1.4 COMPLETION

Formwork removal - Extent: Remove formwork, other than steel reinforcement decking, including formwork in concealed locations, but

excepting lost formwork.

Timing: Do not disturb forms until concrete is hardened enough to withstand formwork movements and removal without damage.

Loading - General: Do not erect masonry walls or other brittle elements on beams and slabs while they are still supported by formwork.

Protection - Protection: Protect the concrete from damage due to construction load overstresses, physical and thermal shocks, and

excessive vibrations, particularly during the curing period.

Surface protection: Protect finished concrete surfaces and applied finishes from damage.

0331 BRICK AND BLOCK CONSTRUCTION

1.1 STANDARD

Materials and construction: To AS 3700.

1.2 MATERIALS

Masonry units - Standard: To AS/NZS 4455.

Masonry durability - Requirement: Conform to AS 3700, Table 5.1.

Problems are being experienced with salt attack on brickwork below damp-proof course level on sites which had once been heavily

fertilised. Exposure class bricks are normally readily available for such locations.

Mortar materials - Sand: Fine aggregate with a low clay content and free from efflorescing salts, selected for grading and colour for

facework.

Proportions: Conform to the BCA clause 3.3.1.6 and Table 3.3.1.2.

1.3 COMPONENTS

Wall ties - Standard: To AS/NZS 2699.1.

Non-seismic areas: Type A.

Seismic areas: Type B.

Flashings and damp-proof courses

Standard: To AS/NZS 2904.

1.4 GENERAL

Cutting: Set out masonry with joints of uniform width and the minimum cutting of masonry units.

Joints - Externally: Tool to give a dense water-shedding finish.

Mortar joints are normally tooled, weatherstruck or raked. Mortar joints which are not completely filled and tooled may not provide adequate

weatherproofing. A flush joint which is cut with the trowel without compacting the mortar should not be used externally unless agreed.

Internally: If wall is to be plastered, do not rake more than 10 mm to give a key.

Rods - Construct masonry to the following rods:

75 mm high units: 7 courses to 600 mm.



Bond - Type: Stretcher bond.

Perpends - General: Keep perpends in alternate courses vertically aligned and fill them completely with mortar.

Colour mixing - Distribution: In facework, distribute the colour range of units evenly to prevent colour concentrations and ‘banding’.

Sills and thresholds - General: Solidly bed masonry sills and thresholds and lay them so that the top surfaces drain away from the building.

Appearance - Cleaning: Clean progressively to remove mortar smears, stains and discolouration. Do not use an acid solution. Do not erode

joints if using pressure spraying.

Chimneys and fireplaces - Guidance: For construction refer to Clay Brick and Paver Institute Technical Notes CBPI Tech 05.

0342 LIGHT STEEL FRAMING

1.1 STANDARDS

Design, Material and protection: To AS 4100.

Cold-formed steel: To AS 4600.

Preparation and metal treatment of metal surfaces: To AS 1627.

Residential and low-rise steel framing: To NASH (National Association of Steel Housing) Standard.

1.2 COMPONENTS

Cold-form sections from metallic-coated steel to AS 1397.

Corrosion protection: To BCA clause 3.4.2.2.

Cold-formed steel framing: For a proprietary system, comply

with NASH standard.

1.3 GENERAL

Fabrication - Length: Cut members accurately to length so that they fit firmly against abutting members.

Service holes: Form holes by drilling or punching.

Site cut holes: Provide plastic bushes or grommets to site cut holes.

Site work: Do not fabricate on site where welded connections are required.

Prefabricated frames - General: Protect frames from damage or distortion during storage, transport and erection. Provide temporary

protection for members until permanent covering is in place.

Compaction - Methods: Use immersion and screed vibrators accompanied by hand methods as appropriate to remove entrapped air and to

fully compact the mix.

Vibrators: Do not allow vibrators to come into contact with set concrete, reinforcement or items including pipes and conduits embedded in

concrete. Do not use vibrators to move concrete along the forms. Avoid over-vibration that may cause segregation.

Rain - General: During placement and prior to setting, do not expose concrete to rain.

Protection: Protect surface from damage by covering until hardened.

1.4 COMPLETION

Formwork removal - Extent: Remove formwork, other than steel reinforcement decking, including formwork in concealed locations, but

excepting lost formwork.

Timing: Do not disturb forms until concrete is hardened enough to withstand formwork movements and removal without damage.

Loading - General: Do not erect masonry walls or other brittle elements on beams and slabs while they are still supported by formwork.

Protection - Protection: Protect the concrete from damage due to construction load overstresses, physical and thermal shocks, and

excessive vibrations, particularly during the curing period.

Surface protection: Protect finished concrete surfaces and applied finishes from damage.

0331 BRICK AND BLOCK CONSTRUCTION

1.1 STANDARD

Materials and construction: To AS 3700.

1.2 MATERIALS

Masonry units - Standard: To AS/NZS 4455.

Masonry durability - Requirement: Conform to AS 3700, Table 5.1.

Problems are being experienced with salt attack on brickwork below damp-proof course level on sites which had once been heavily

fertilised. Exposure class bricks are normally readily available for such locations.

Mortar materials - Sand: Fine aggregate with a low clay content and free from efflorescing salts, selected for grading and colour for

facework.

Proportions: Conform to the BCA clause 3.3.1.6 and Table 3.3.1.2.

1.3 COMPONENTS

Wall ties - Standard: To AS/NZS 2699.1.

Non-seismic areas: Type A.

Seismic areas: Type B.



1.4 GENERAL

Cutting: Set out masonry with joints of uniform width and the minimum cutting of masonry units.

Joints - Externally: Tool to give a dense water-shedding finish.

Mortar joints are normally tooled, weatherstruck or raked. Mortar joints which are not completely filled and tooled may not provide adequate

weatherproofing. A flush joint which is cut with the trowel without compacting the mortar should not be used externally unless agreed.

Internally: If wall is to be plastered, do not rake more than 10 mm to give a key.

Rods - Construct masonry to the following rods:




Bond - Type: Stretcher bond.

Perpends - General: Keep perpends in alternate courses vertically aligned and fill them completely with mortar.

Colour mixing - Distribution: In facework, distribute the colour range of units evenly to prevent colour concentrations and ‘banding’.

Sills and thresholds - General: Solidly bed masonry sills and thresholds and lay them so that the top surfaces drain away from the building.

Appearance - Cleaning: Clean progressively to remove mortar smears, stains and discolouration. Do not use an acid solution. Do not erode

joints if using pressure spraying.

Chimneys and fireplaces - Guidance: For construction refer to Clay Brick and Paver Institute Technical Notes CBPI Tech 05.

0342 LIGHT STEEL FRAMING

1.1 STANDARDS

Design, Material and protection: To AS 4100.

Cold-formed steel: To AS 4600.

Preparation and metal treatment of metal surfaces: To AS 1627.

Residential and low-rise steel framing: To NASH (National Association of Steel Housing) Standard.

1.2 COMPONENTS

Cold-form sections from metallic-coated steel to AS 1397.

Corrosion protection: To BCA clause 3.4.2.2.

Cold-formed steel framing: For a proprietary system, comply

with NASH standard.

1.3 GENERAL


Service holes: Form holes by drilling or punching.

Site cut holes: Provide plastic bushes or grommets to site cut holes.

Site work: Do not fabricate on site where welded connections are required.



Metal separation - General: Install lagging or timber noggings to separate non-ferrous service pipes and accessories from the framing.

Timber noggings or supports can be used to isolate the service pipes and accessories from the steel framing.

Fastening - Type: Select from the following:

Bolting. - Self-drilling, self-tapping screws. Blind rivets. - Proprietary clinching system.

Structural adhesives. - Welding - Burning: Avoid procedures that result in greater than localised ‘burning’ of the sheets or framing members.

Installation - Holding down and bracing: Provide details demonstrating equivalence with AS 1684 requirements.

Protection - Grommets: Provide grommets to isolate piping and wiring from cold-formed steel framing.

Swarf: Remove swarf and other debris from cold-formed steel framing immediately.

Earthing - Permanent earthing: Required.

Temporary earthing: Provide temporary earthing during erection until the permanent earthing is installed.

The local authority may have requirements for permanent earthing of the frame.

Refer to AS/NZS 3000 Section 5 for earthing arrangements and earthing conductors.

Certification - General: For components for which independent design certification has been required, provide independent certification for

the erected components confirming compliance with the design intent.

1.4 COMPLETION

General: On completion of framing remove debris from any gaps between members.

0382 LIGHT TIMBER FRAMING

1.1 STANDARDS

Residential timber framed construction: To AS 1684.4 or AS 1684.3 as appropriate.

Design: To AS 1720.1.

1.2 COMPONENTS

Steel straps: Metallic-coated steel to AS 1397, minimum size 25 x 1 mm or 30 x 0.8 mm.

1.3 GENERAL

Timber fasteners - Metal washers: Provide washers to the heads and nuts of all bolts and coach screws.

Connectors: Press connector plates fully into the frame members. Knots not permitted in plate area.

Joints - General: No gaps greater than 2 mm.

Priming - Steel: Before fixing, prime steel which is not galvanized or metallic-coated.


Service holes: Form holes by drilling.



Installation - Hold down and bracing: Provide details demonstrating conformance with AS 1684.



1.4 COMPLETION


0421 ROOFING

1.1 COMPONENTS

Fasteners

Exposed fasteners: Provide fasteners which are prefinished with a coating to match the roofing material.

1.2 MATERIALS

Roof tiling - Standard: To AS 2049.

Sheet metal roofing - Standard: To AS 1562.1.

Plastic sheet roofing - Unplasticised polyvinyl chloride (UPVC)

sheet: To AS 4256.2.

Glass fibre reinforced polyester (GRP) sheet: To AS 4256.3.

Polycarbonate: To AS 4256.5.

Glazed roofing - Glass selection and installation: To AS 1288.

StandardsMark: Required.

Skylights - General: To AS 4285.

Skylights (rooflights) in bushfire prone areas: To AS 3959 clause

3.9.1.4.

Check the product for compliance particularly spark arrestor

mesh.

See BCA clause 3.12.1.3 for thermal performance requirements

of roof lights serving a habitable room.

See BCA clause for construction requirements for buildings in

bushfire prone areas.

Roof ventilators - Roof mounted heat exhaust vents: To

AS 2427.

Proprietary roof mounted ventilators or smoke/heat ventilating

systems to AS 2665.

Finish: Match adjacent roofing.

Roof plumbing goods - Standard: To AS/NZS 3500.3.

Flashing and capping - Standard: To AS/NZS 2904.

Tiled roofs: 20 kg/m2 lead.

1.3 SHEET METAL ROOFING

Eaves: Treat ends of sheets as follows:

- Generally: Close off ribs at tops and bottoms of sheets by mechanical means or with purpose-made fillers or end caps.

- At gutters: Project sheets 50 mm into gutters.

Swarf: Remove swarf and other debris as soon as it is deposited.

Visible accessories - Requirement: Provide material with the same finish as roofing sheets.

1.4 PLASTIC SHEET ROOFING

Standard: To AS 1562.3.

1.5 ROOF PLUMBING

Installation of rainwater goods - Sealing: Seal fasteners and mechanically fastened joints with silicone sealant.

Flashings and cappings - Upstands: Flash projections above or through the roof with two part flashings consisting of an apron flashing and

an over-flashing, with at least 100 mm vertical overlap. Provide for independent movement between the roof and the projection.

Wall abutments: Provide overflashings where the roof abuts a wall, as follows:

Masonry: Stepped and built into the full width of the leaf, turned up and extended across the cavity, to be fixed to the inner leaf at least

75 mm above.

Planked cladding: Stepped.

Gutters - Minimum slope of eaves gutters: 1:200.

Minimum width overall of valley gutters: 400 mm.

Downpipes - General: Prefabricate downpipes to the required section and shape where possible. Connect heads to gutter outlets and, if

applicable, connect feet to rainwater drains.

Access cover: Provide a removable watertight access cover at the foot of each downpipe stack.

Downpipe support: Provide supports and fixings for downpipes.

0431 CLADDING

1.1 MATERIALS

Flashing material - Standard: To AS/NZS 2904. Hardboard cladding - Standard: To AS/NZS 1859.4.

Exterior cladding: Exterior hardboard.

Sheltered exterior cladding: Tempered hardboard.

Plank cladding: Proprietary system of hardboard planks 9.5 mm thick.

Joints and edges: UPVC extrusions.

External corners: Preformed metal joining pieces.

Internal corners: Scribe.

Fibre cement cladding - Standard: To AS/NZS 2908.2 Type A, Category 3.

Plank cladding: Proprietary system of single-faced fibre cement planks 7.5 mm thick.


Corners: Preformed metal joining pieces.

Sheet cladding: Single-faced fibre cement sheets 6 mm thick.

Joints, corners and edges: UPVC extrusions.

Eaves lining: Proprietary system of single-faced fibre cement sheets 4.5 mm thick.

Sheet Metal cladding - Standard: To AS 1562.1.

Plastic cladding - Unplasticised polyvinyl chloride (UPVC) sheet:

To AS 4256.4.



1.2 COMPONENTS

Fasteners - Steel nails: To AS 2334. Hot-dip galvanizing: To AS/NZS 4680.

1.3 PLYWOOD CLADDING

Durability - Treatment: Hazard class H3 to AS 1604.3.

Preparation - Care: Seal all cut edges and place uppermost. Prime or pre-coat bottom edges.

Installation - Layout: Starting at a corner lay sheets to place laps facing away from prevailing weather.

Movement: - Allow minimum 2 mm gaps between sheets. If square edges apply elastomeric sealant.

Allow 5 mm gap between the bottom of sheets and flashings and profile flashings to avoid moisture traps.

Fixings for 12 mm thick plywood:

Nails in timber frames: 40 x 2.5 mm.

Screws in timber frames: No. 8 x 40 mm.

Screws in 1.5 mm steel frames: 10 gauge – 16 thread pitch x

45 mm.

Screws in 2.8 mm steel: 10 gauge – 16 thread pitch x 45 mm.

Fixings materials: - LOSP treated cladding: Hot dipped galvanized steel.

CCA treated cladding: Stainless steel grade 316 or silicon bronze.

Joints: Thin bed adhesive.

Control joints: At all external and internal corners, adjacent to all openings and at maximum 6 m centres.

0451 WINDOWS AND GLAZED DOORS

1.1 STANDARD

Glass - Selection and installation: To AS 1288.

BCA clause 3.12.2 sets out thermal performance of external glazing.

Windows including louvres - Selection and installation: To AS 2047.

1.2 MATERIALS

Flashings - Standard: To AS/NZS 2904.

Metal finishes - Zinc plating: To AS 1789, at least Fe/Zn8.

Anodising: To AS 1231, at least class AA20.

Thermoset powder coating: To AS 3715.

1.3 COMPONENTS

Louvre window assemblies - Description: Provide louvre blades mounted in a metal surround frame or subframe and able to withstand the

permissible-stress-design wind pressure for that location without failure or permanent distortion of members, and without blade flutter.

Adjustable louvres: Provide louvre blades clipped into blade holders pivoted to stiles or coupling mullions, linked together in banks, each

bank operated by an operating handle incorporating a latching device, or by a locking bar.

Aluminium framed insect screens: Provide aluminium extruded or folded box frame sections with mesh fixing channel, mitred, staked and

screwed at corners. Provide an extended frame section where necessary to adapt to window opening gear.

Mesh: Bead the mesh into the frame channel with a continuous resilient gasket, so that the mesh is taut and without distortion.

Fixed screens: Provide fixed screens to the window frames with a clipping device which permits removal for cleaning.

Hinged screens: Hinge at the top to give access to opening sash.

Roll up screens: Provide a proprietary retractable insect screen comprising aluminium frame with baked enamel finish, fibreglass mesh

beaded into the frame, and a retraction system including tension spring, nylon bearings, positive self-locking device, and plastic sealing strip

at sill.

Sliding screens: Provide a matching aluminium head guide, sill runner, and frame stile sections for screens not part of the window frame.

Hardware: Nylon slide runners and finger pull handle. Provide pile strip closers against sash where necessary to close gaps.

External glazing systems

General summary: - Safety

Security grilles: To AS 5039.

Security screen doors: To AS 5040.

Bushfire screens: To BCA Table 3.7.4.1.

1.4 GENERAL

Standards - Doorset installation: To AS 1909.

Security screen door and window grill installation: To AS 5039.

Preglazing - General: If possible, preglaze doors and windows.

Weatherproofing - Flashings and weatherings: Install flashings, weather bars, drips, storm moulds, caulking and pointing so that water is

prevented from penetrating the building between frames and the building structure under prevailing service conditions, including normal

structural movement of the building.

See BCA clause 3.12.3 for sealing of windows and doors.

Fixing - Packing: Pack behind fixing points with durable full width packing.

Prepared masonry openings: If fixing of timber windows to prepared anchorages is by fastening from the frame face, conceal the fasteners

by sinking the heads below the surface and filling the sinking flush with a material compatible with the surface finish.

Trim - General: Provide mouldings, architraves, reveal linings, and other internal trim using materials and finishes matching the window

frames. Install to make neat and clean junctions between frames and the adjoining building surfaces.

0453 DOORS

1.1 MATERIALS


1.2 COMPONENTS

Standards - Timber doors: To AS 2688.

Timber door sets: To AS 2689.

Door thickness - Generally: 35 mm.

External doors and doors over 900 mm wide: 40 mm.

Door construction - Flush doors: To be of balanced construction.

Medium density fibreboard doors: Board designated by the manufacturer as having a moisture resistance which is suitable for the exposure

of the door.

Safety - Security screen doors: To AS 5040. Bushfire screens: To BCA Table 3.7.4.1.

1.3 GENERAL

Installation - Doorsets: To AS 1909.

Windows: To AS 2047.

Security screen door grilles installation: To AS 5039.

Preglazing - If possible, preglaze doors and windows.

Ceiling access - General: Trim an opening and provide a loose access panel of minimum size 600 x 400 mm.

Under floor access - Requirements: Provide a frame and a door, minimum size 720 mm wide x 600 mm high, complete with padbolt.

Priming - General: Prime timber door leaves on top and bottom edges before installation.










Visible accessories - Requirement: Provide material with the same finish as roofing sheets.

1.4 PLASTIC SHEET ROOFING

Standard: To AS 1562.3.

1.5 ROOF PLUMBING

Installation of rainwater goods - Sealing: Seal fasteners and mechanically fastened joints with silicone sealant.

Flashings and cappings - Upstands: Flash projections above or through the roof with two part flashings consisting of an apron flashing and

an over-flashing, with at least 100 mm vertical overlap. Provide for independent movement between the roof and the projection.

Wall abutments: Provide overflashings where the roof abuts a wall, as follows:

Masonry: Stepped and built into the full width of the leaf, turned up and extended across the cavity, to be fixed to the inner leaf at least

75 mm above.

Planked cladding: Stepped.

Gutters - Minimum slope of eaves gutters: 1:200.

Minimum width overall of valley gutters: 400 mm.

Downpipes - General: Prefabricate downpipes to the required section and shape where possible. Connect heads to gutter outlets and, if

applicable, connect feet to rainwater drains.

Access cover: Provide a removable watertight access cover at the foot of each downpipe stack.

Downpipe support: Provide supports and fixings for downpipes.

0431 CLADDING

1.1 MATERIALS

Flashing material - Standard: To AS/NZS 2904. Hardboard cladding - Standard: To AS/NZS 1859.4.

Exterior cladding: Exterior hardboard.

Sheltered exterior cladding: Tempered hardboard.

Plank cladding: Proprietary system of hardboard planks 9.5 mm thick.


External corners: Preformed metal joining pieces.

Internal corners: Scribe.

Fibre cement cladding - Standard: To AS/NZS 2908.2 Type A, Category 3.

Plank cladding: Proprietary system of single-faced fibre cement planks 7.5 mm thick.


Corners: Preformed metal joining pieces.

Sheet cladding: Single-faced fibre cement sheets 6 mm thick.

Joints, corners and edges: UPVC extrusions.

Eaves lining: Proprietary system of single-faced fibre cement sheets 4.5 mm thick.

Sheet Metal cladding - Standard: To AS 1562.1.

Plastic cladding - Unplasticised polyvinyl chloride (UPVC) sheet:

To AS 4256.4.



1.2 COMPONENTS

Fasteners - Steel nails: To AS 2334. Hot-dip galvanizing: To AS/NZS 4680.

1.3 PLYWOOD CLADDING

Durability - Treatment: Hazard class H3 to AS 1604.3.

Preparation - Care: Seal all cut edges and place uppermost. Prime or pre-coat bottom edges.

Installation - Layout: Starting at a corner lay sheets to place laps facing away from prevailing weather.

Movement: - Allow minimum 2 mm gaps between sheets. If square edges apply elastomeric sealant.

Allow 5 mm gap between the bottom of sheets and flashings and profile flashings to avoid moisture traps.

Fixings for 12 mm thick plywood:

Nails in timber frames: 40 x 2.5 mm.

Screws in timber frames: No. 8 x 40 mm.

Screws in 1.5 mm steel frames: 10 gauge – 16 thread pitch x

45 mm.

Screws in 2.8 mm steel: 10 gauge – 16 thread pitch x 45 mm.

Fixings materials: - LOSP treated cladding: Hot dipped galvanized steel.

CCA treated cladding: Stainless steel grade 316 or silicon bronze.

Joints: Thin bed adhesive.

Control joints: At all external and internal corners, adjacent to all openings and at maximum 6 m centres.

0451 WINDOWS AND GLAZED DOORS

1.1 STANDARD

Glass - Selection and installation: To AS 1288.

BCA clause 3.12.2 sets out thermal performance of external glazing.

Windows including louvres - Selection and installation: To AS 2047.

1.2 MATERIALS


Metal finishes - Zinc plating: To AS 1789, at least Fe/Zn8.

Anodising: To AS 1231, at least class AA20.

Thermoset powder coating: To AS 3715.

0332b STONE MASONRY

1.1 STANDARD

General

Masonry: To AS 3700.

1.2 NATURAL STONE

Stone types

Sandstone defects: Minor shale laminae or interbeds and minor concentrations of carbonaceous material (tea leaves) are acceptable in visible faces at ground level or in public areas. Neither defect is acceptable in carved or moulded work.

1.3 MORTAR

Mortar materials

Cement type to AS 3972: GP.

White cement: Iron salts content 1%.

Lime: To AS 1672.1.

Sand: Fine aggregate with no clay content, free from efflorescing salts and selected for colour and grading.

- Crushed stone: Fine aggregate consisting partly or wholly of crushed stone, made from material of the same type as the stone facing.

1.4 COMPONENTS

Corrosion resistance and durability

Compliance: Conform to the Corrosion resistance and durability tables, or provide proprietary products with metallic and/or organic coatings of equivalent corrosion resistance:

- Built-in products: Below damp proof course to be stainless steel 316 or engineered polymer.

- Mortar: Below damp-proof course use mortar grade M4 to the Mortar mix table.

Connectors and accessories

Standard: To AS/NZS 2699.2.

Flexible masonry ties: If accommodation of movement is required at control joints and where masonry abuts structural elements such as column faces and slab soffits, provide details.



1.5 COMPLETION

Maintenance manual

General: On completion submit a maintenance manual setting out a program for regular maintenance cycles at not more than five-year intervals. Include stonework cleaning, desalination, inspection and repair of joints and flashings, checking rainwater goods for blockages and breakdown, and detection of potential failures arising from movement or other causes. Include particulars of stone source, type of stone, and jointing materials.

Cleaning

Cleaning: Leave the stonework clean on completion.

Metal separation - General: Install lagging or timber noggings to separate non-ferrous service pipes and accessories from the framing.

Timber noggings or supports can be used to isolate the service pipes and accessories from the steel framing.

Fastening - Type: Select from the following:

Bolting. - Self-drilling, self-tapping screws. Blind rivets. - Proprietary clinching system.

Structural adhesives. - Welding - Burning: Avoid procedures that result in greater than localised ‘burning’ of the sheets or framing members.

Installation - Holding down and bracing: Provide details demonstrating equivalence with AS 1684 requirements.

Protection - Grommets: Provide grommets to isolate piping and wiring from cold-formed steel framing.

Swarf: Remove swarf and other debris from cold-formed steel framing immediately.

Earthing - Permanent earthing: Required.

Temporary earthing: Provide temporary earthing during erection until the permanent earthing is installed.

The local authority may have requirements for permanent earthing of the frame.

Refer to AS/NZS 3000 Section 5 for earthing arrangements and earthing conductors.



1.4 COMPLETION


0382 LIGHT TIMBER FRAMING

1.1 STANDARDS

Residential timber framed construction: To AS 1684.4 or AS 1684.3 as appropriate.

Design: To AS 1720.1.

1.2 COMPONENTS

Steel straps: Metallic-coated steel to AS 1397, minimum size 25 x 1 mm or 30 x 0.8 mm.

1.3 GENERAL

Timber fasteners - Metal washers: Provide washers to the heads and nuts of all bolts and coach screws.

Connectors: Press connector plates fully into the frame members. Knots not permitted in plate area.

Joints - General: No gaps greater than 2 mm.

Priming - Steel: Before fixing, prime steel which is not galvanized or metallic-coated.


Service holes: Form holes by drilling.



Installation - Hold down and bracing: Provide details demonstrating conformance with AS 1684.



1.4 COMPLETION


0421 ROOFING

1.1 COMPONENTS

Fasteners

Exposed fasteners: Provide fasteners which are prefinished with a coating to match the roofing material.

1.2 MATERIALS

Roof tiling - Standard: To AS 2049.

Sheet metal roofing - Standard: To AS 1562.1.

Plastic sheet roofing - Unplasticised polyvinyl chloride (UPVC)

sheet: To AS 4256.2.



Glazed roofing - Glass selection and installation: To AS 1288.

StandardsMark: Required.

Skylights - General: To AS 4285.

Skylights (rooflights) in bushfire prone areas: To AS 3959 clause

3.9.1.4.

Check the product for compliance particularly spark arrestor

mesh.

See BCA clause 3.12.1.3 for thermal performance requirements

of roof lights serving a habitable room.

See BCA clause for construction requirements for buildings in

bushfire prone areas.

Roof ventilators - Roof mounted heat exhaust vents: To

AS 2427.

Proprietary roof mounted ventilators or smoke/heat ventilating

systems to AS 2665.

Finish: Match adjacent roofing.

Roof plumbing goods - Standard: To AS/NZS 3500.3.

Flashing and capping - Standard: To AS/NZS 2904.

Tiled roofs: 20 kg/m2 lead.

1.3 SHEET METAL ROOFING

Eaves: Treat ends of sheets as follows:

- Generally: Close off ribs at tops and bottoms of sheets by mechanical means or with purpose-made fillers or end caps.

- At gutters: Project sheets 50 mm into gutters.

Swarf: Remove swarf and other debris as soon as it is deposited.


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

SPECIFICATIONSPECIFICATION 1/2

A9-01



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





0471 INSULATION AND SARKING MEMBRANES

1.1 MATERIALS

Bulk insulation

Cellulosic fibre (loose fill): To AS/NZS 4859.1 Section 5.

Mineral wool blankets and cut pieces: To AS/NZS 4859.1,

Section 8.

Polyester: To AS/NZS 4859 Section 7.

Polystyrene (extruded rigid cellular sheets): To AS 1366.4.

Polystyrene (moulded rigid cellular sheets): To AS 1366.3.

Wool: To AS/NZS 4859.1, Section 6.

Reflective insulation - Standard: To AS/NZS 4859.1, Section 9.

Sarking membrane - Standard: To AS/NZS 4200.1.

Floor insulation - Material: Bulk insulation

Sarking: Perforated material.

1.2 GENERAL

Bulk insulation - Standard: To AS 3999.

Batts: Fit tightly between framing members. If support is not otherwise provided, secure nylon twine to the framing and stretch tight.

Loose fill: Provide boxing to retain loose fill at external edges, cavities and penetrations, and to prevent spilling.

Sarking installation - Standard: To AS/NZS 4200.2.

Wall sarking - General: Provide vapour-permeable sarking behind cladding which does not provide a permanent weatherproof seal, including

the following:

Boards fixed vertically or diagonally.

Boards or planks fixed in exposed locations where wind-driven rain can penetrate the joints.

Unpainted or unsealed cladding.

Installation: Apply to the outer face of external stud walls from the top plate down over the bottom plate and flashing. Run across the studs

and lap at least 150 mm at joints. At top, seal across the wall cavity.

Roof sarking - Location: Provide sarking under tile and shingle roofs.

Anti-ponding boards: Provide 4.5 mm fibre-cement anti - ponding boards to eaves of tile roofs below 20o pitch.

Ridge ventilation: Finish sarking at least 50 mm clear of ridges.

Vapour barrier - Requirement: Where the sarking also forms a vapour barrier, seal the laps and penetrations to form a continuous air tight

seal and seal to the walls.

0511 LINING

1.1 STANDARDS

Plasterboard- Standard: To AS/NZS 2588.

Fibre cement- Standard: To AS/NZS 2908.2.

Wall and ceiling linings: Type B, Category 2.

1.2 SHEET LINING

Supports- General: Install timber battens or proprietary cold-formed galvanized steel furring channels as follows:

Where framing member spacing exceeds the recommended spacing.

Where direct fixing of the sheeting is not possible due to the arrangement or alignment of the framing or substrate.

Where the lining is the substrate for tiled finishes.

Installation- Plasterboard: To AS/NZS 2589.1.

Finish: Level 4.

Wet areas: To AS 3740.

Fixing: Do not use adhesive.

Joints - Flush joints: Provide recessed edge and setting compound and finish flush with perforated reinforcing tape.

External corner joints: Make joints over zinc-coated steel corner beads.

Control joints: Install purpose-made zinc-coated control joint beads at not more than 12 m centres and to coincide with structural movement

joints.

Wet areas: Install additional supports, flashings, trim and sealants as required.

Joints in tiled areas: Do not apply a topping coat after bedding perforated paper tape in bedding compound.

0621 WATERPROOFING – WET AREAS

1.1 STANDARD

Waterproofing: To AS 3740.

1.2 MATERIAL COMPONENTS

Membranes - Standard: To AS/NZS 4858.

AS/NZS 4858 is cited in AS 3740, which is cited in the BCA.

Membrane systems - General: To be a proprietary membrane systems having one of the following stating that the system is suitable for the

intended wet area waterproofing, as follows:

A current Australian Building Product and Systems Certification Scheme certificate issued by ABCB (Australian Building Codes Board).

A current appraisal report issued by either CSIRO Building Products and Systems Appraisals.

Shower tray - General: Purpose-made jointless shower tray, with wall upstands at least 50 mm higher than the hob upstands. Set hob

masonry on the inside of the tray hob upstands.

1.3 APPLICATION

Protection - General: Protect membrane from damage during installation and for the period after installation until the membrane achieves its

service characteristics that resist damage.

Drains - Floor wastes: Turn membrane down onto the floor waste puddle flanges, and adhere.

Hobs - General: Extend membrane over the hob and into the room at least 50 mm. For hobless showers extend 1800 mm into the room.

Wet areas - Walls and floors of showers, baths, splashbacks and floorwastes: To BCA clause 3.8.1.2.

External tiling - Requirement: Provide a waterproof membrane under external floor tiling, to balconies and over habitable rooms, which

forms a drained tank suitable for continuous immersion. Do not run under bounding walls.

Curing of liquid applied systems - General: To the manufacturers instructions.

Curing: Allow membrane to fully cure before tiling.

Acrylic membranes must be allowed to cure (often 7 days) before tiling over, otherwise they will probably fail. Ensure compliance with the

manufacturers instruction.

Membrane terminations - Edge protection: Provide > 150 mm upturns.

Anchoring: Secure sheet membranes along the top edge.

Edge protection: Protect edges of the membrane. - Waterproofing above terminations: Waterproof the structure above the termination to

prevent moisture entry behind the membrane using tiler’s angle and finish overlaps.

Membrane vertical penetrations - Pipes, ducts, and vents: Provide separate sleeves for all pipes, ducts, and vents and have fixed to the

substrate.

Membrane horizontal penetrations - Sleeves: Provide a flexible flange for all penetrations, bonded to the penetration and to the membrane.

Overlaying finishes on membranes - Compatibility: If a membrane is to be overlayed with another system such as tiles, pavers, provide an

overlaying system that is compatible with and not cause damage to the membrane.

Bonded or partially bonded systems: If the topping or bedding mortar requires to be bonded to the membrane, provide sufficient movement

joints in the topping or bedding mortar to reduce the movement over the membrane.

1.4 COMPLETION

Reinstatement

General: Keep traffic off membrane surfaces until bonding has set or for 24 hours after laying, whichever period is the longer.

Repair: Repair or replace faulty or damaged work.

0631 CERAMIC TILES

1.1 STANDARDS

General: Comply with the recommendation of AS 3958.1 and AS 3958.2.

1.2 MATERIALS

Adhesives - Standard: To AS 2358.

PVA (polyvinyl acetate)-based adhesives: Do not use in wet

areas or externally.

Mortar materials - Cement: To AS 3972. - Type GP.

Sand: Fine aggregate with a low clay content selected for grading, sharp and free from efflorescing salts.

Bedding mortar - Proportioning: Select proportions from the range 1:3 to 1:4 cement:sand by volume to obtain satisfactory adhesion.

Provide minimum water.

Grout - General: Cement-based proprietary grout mixed with water. Fine sand may be added as a filler in wider joints.

Terra cotta tiles: Proprietary polymer modified grout.

Pigments for coloured grout: Colourfast fillers compatible with the grout material. For cement-based grouts, lime-proof natural or synthetic

metallic oxides compatible with cement.

1.3 SUBSTRATES

Drying and shrinkage - General: Before tiling, allow at least the following times to elapse (for initial drying out and shrinkage) for these

substrates:

Concrete slabs: 42 days.

Concrete blockwork: 28 days.

Toppings on slabs and rendering on brick or blockwork: A

further 21 days.

Rendering on swimming pool shell: A further 28 days minimum.

1.4 APPLICATION

Preparation of substrates - General: Ensure substrates are as follows:

Clean and free of any deposit or finish which may impair adhesion or location of tiles.

Compatable with all components of the floor system.

Absorbent substrates: If suction is excessive, control it by dampening but avoid over-wetting and do not apply mortar bedding to substrates

showing surface moisture.

Dense concrete: If not sufficiently rough to provide a mechanical key, roughen by scabbling or the like to remove 3 mm of the surface and

expose the aggregate; then apply a bonding treatment.

Cutting and laying - Cutting: Cut tiles neatly to fit around fixtures and fittings, and at margins where necessary. Drill holes without damaging

tile faces. Rub edges smooth without chipping. Laying: Return tiles into sills, reveals and openings. Butt up to returns, frames, fittings, and

other finishes. Strike and point up beds where exposed. Remove tile spaces before grouting.

Exposed edges - General: If available, provide purpose-made ceramic border tiles with the exposed edge (whether round, square or

cushion) glazed to match the tile face.

Accessories - General: If available, provide tile accessories such as round edge ceramic tiles, cove tiles, step treads and nosings to stairs,

landings, and thresholds, skirtings, sills, copings and bath vents, which match the surrounding tiles, composition, colour and finish.

Variations - General: Distribute variations in hue, colour, or pattern uniformly, by mixing tiles or tile batches before laying.

Protection - Floor tiles: Keep traffic off floors until the bedding has set and attained its working strength.

Setting out - Joint widths: Set out tiles to give uniform joint widths within the following limits:

Internal ceramic tiling: 1.5 to 3 mm. Mosaic tiling: To match mounting pattern.

Quarry tiles: 6 to 12 mm.

Vitrified floor tiles: 3 to 5 mm.

Stone tiles: 1.5 to 3 mm.

Joint alignment: Set out tiling with joints accurately aligned in both directions and wall tiling joints level and plumb.

Joint position: Set out tiles from the centre of the floor or wall to be tiled and, if possible, ensure cut tiles are a half tile or larger.

Fixtures: If possible, position tiles so that holes for fixtures and other penetrations occur at the intersection of horizontal and vertical joints or

in the centre of tiles.

Falls and levels - General: Grade floor tiling to even and correct falls generally and to floor wastes and elsewhere as required. Make level

junctions with walls. If falls are not required, lay level.

Minimum fall generally: 1:100. Minimum fall in shower areas: 1:60.

Change of finish: Maintain finished floor level across changes of floor finish including carpet.

Preparation of tiles - Adhesive bedding: Fix tiles dry.

Mortar bedding: Soak porous tiles in water for half an hour and then drain until the surface water has disappeared.

Terra cotta tiles: Use pre sealed tiles or apply a breathable sealer and lay dry. If a final sealed finish is selected, use a compatible laying

sealer.

Floor finish dividers - Finish tiled floors at junctions with differing floor finishes with a corrosion-resistant metal dividing strip fixed to the

substrate. If changes of floor finish occur at doorways, make the junction directly below the closed door.

Bath ventilation - Ventilate the space below fully enclosed baths with at least 2 vermin proofed ventilating tiles.

Sealed joints - General: Fill joints with silicone sealant and finish flush with the tile surface where tiling joins sanitary fixtures and at corners

of walls in showers.

0671 PAINTING

1.1 STANDARDS

General: Comply with the recommendations of those parts of AS/NZS 2311 which are referenced in this worksection.

1.2 PAINTING MATERIAL

Paint brand - Source: Use only paint brands from manufacturers that are members of the Australian Paint Manufacturers Federation.

Quality: If the product is offered in a number of levels of quality, provide premium quality lines.

Lower quality may be justified for short lease interior fitouts or similar short term projects. Edit as appropriate.

Combinations - General: Do not combine paints from different manufacturers in a paint system.

Clear timber finish systems: Provide only the combinations of putty, stain and sealer recommended by the manufacturer of the top coats.

Delivery - General: Deliver paints to the site in the manufacturer’s labelled and unopened containers.

Tinting - General: Provide only products which are colour tinted by the manufacturer or supplier.

Alternative: Add tinters or stainers only if this is without detriment to the durability or aesthetic performance of the product.

Putty and fillers - Material: To the recommendation of the paint system manufacturer as suitable for the substrate and compatible with the

primer.

Autoclaved aerated concrete walls

General: Do not apply oil-based paints.

1.3 PREPARATION

General: To AS/NZS 2311 Sections 3. Protection of steelwork: To AS/NZS 2312 Sections 4.

Order of work - Other trades: Before painting, complete the work of other trades as far as practicable within the area to be painted, except

for installation of fittings, floor sanding and laying flooring materials.

Clear finishes: Complete clear timber finishes before commencing opaque paint finishes in the same area.

Protection - Fixtures: Remove door furniture, switch plates, light fittings and other fixtures before starting to paint, and refix in position on

completion of painting.

Adjacent surfaces: Protect adjacent finished surfaces liable to damage from painting operations.

‘Wet paint’ warning - General: Place notices conspicuously and do not remove them until the paint is dry.

Restoration - General: Clean off marks, paint spots and stains progressively. Touch up damaged decorative paintwork or misses only with

the paint batch used in the original application.

Restoration - General: Clean off marks, paint spots and stains progressively and restore damaged surfaces to their condition and restore

damaged surfaces to their original condition. Touch up damaged decorative paintwork or misses with the paint batch used in the original

application.

Substrate preparation - General: Prepare substrates to receive the painting systems.

Cleaning: Clean down the substrate surface. Do not cause undue damage to the substrate or damage to, or contamination of, the

surroundings.

Filling: Fill cracks and holes with fillers, sealants, putties or grouting cements as appropriate for the finishing system and substrate, and

sand smooth.

Clear finish: Provide filler tinted to match the substrate.

Clear timber finish systems: Prepare the surface so that its attributes will show through the clear finish without blemishes, by methods which

may involve the following:

Removal of bruises.

Removal of discolourations, including staining by oil, grease and nailheads.

Bleaching where necessary to match the timber colour sample.

Puttying. - Fine sanding (last abrasive no coarser than 220 grit) to show no scratches across the grain.

1.4 PAINTING

1.3 COMPONENTS

Louvre window assemblies - Description: Provide louvre blades mounted in a metal surround frame or subframe and able to withstand the

permissible-stress-design wind pressure for that location without failure or permanent distortion of members, and without blade flutter.

Adjustable louvres: Provide louvre blades clipped into blade holders pivoted to stiles or coupling mullions, linked together in banks, each

bank operated by an operating handle incorporating a latching device, or by a locking bar.

Aluminium framed insect screens: Provide aluminium extruded or folded box frame sections with mesh fixing channel, mitred, staked and

screwed at corners. Provide an extended frame section where necessary to adapt to window opening gear.

Mesh: Bead the mesh into the frame channel with a continuous resilient gasket, so that the mesh is taut and without distortion.

Fixed screens: Provide fixed screens to the window frames with a clipping device which permits removal for cleaning.

Hinged screens: Hinge at the top to give access to opening sash.

Roll up screens: Provide a proprietary retractable insect screen comprising aluminium frame with baked enamel finish, fibreglass mesh

beaded into the frame, and a retraction system including tension spring, nylon bearings, positive self-locking device, and plastic sealing strip

at sill.

Sliding screens: Provide a matching aluminium head guide, sill runner, and frame stile sections for screens not part of the window frame.

Hardware: Nylon slide runners and finger pull handle. Provide pile strip closers against sash where necessary to close gaps.

External glazing systems

General summary: - Safety

Security grilles: To AS 5039.

Security screen doors: To AS 5040.

Bushfire screens: To BCA Table 3.7.4.1.

1.4 GENERAL

Standards - Doorset installation: To AS 1909.

Security screen door and window grill installation: To AS 5039.

Preglazing - General: If possible, preglaze doors and windows.










0453 DOORS

1.1 MATERIALS


1.2 COMPONENTS

Standards - Timber doors: To AS 2688.

Timber door sets: To AS 2689.

Door thickness - Generally: 35 mm.

External doors and doors over 900 mm wide: 40 mm.

Door construction - Flush doors: To be of balanced construction.

Medium density fibreboard doors: Board designated by the manufacturer as having a moisture resistance which is suitable for the exposure

of the door.

Safety - Security screen doors: To AS 5040. Bushfire screens: To BCA Table 3.7.4.1.

1.3 GENERAL

Installation - Doorsets: To AS 1909.

Windows: To AS 2047.

Security screen door grilles installation: To AS 5039.

Preglazing - If possible, preglaze doors and windows.

Ceiling access - General: Trim an opening and provide a loose access panel of minimum size 600 x 400 mm.

Under floor access - Requirements: Provide a frame and a door, minimum size 720 mm wide x 600 mm high, complete with padbolt.

Priming - General: Prime timber door leaves on top and bottom edges before installation.










0471 INSULATION AND SARKING MEMBRANES

1.1 MATERIALS

Bulk insulation

Cellulosic fibre (loose fill): To AS/NZS 4859.1 Section 5.

Mineral wool blankets and cut pieces: To AS/NZS 4859.1,

Section 8.

Polyester: To AS/NZS 4859 Section 7.

Polystyrene (extruded rigid cellular sheets): To AS 1366.4.

Polystyrene (moulded rigid cellular sheets): To AS 1366.3.

Wool: To AS/NZS 4859.1, Section 6.

Reflective insulation - Standard: To AS/NZS 4859.1, Section 9.

Sarking membrane - Standard: To AS/NZS 4200.1.

Floor insulation - Material: Bulk insulation

Sarking: Perforated material.

1.2 GENERAL

Bulk insulation - Standard: To AS 3999.

Batts: Fit tightly between framing members. If support is not otherwise provided, secure nylon twine to the framing and stretch tight.

Loose fill: Provide boxing to retain loose fill at external edges, cavities and penetrations, and to prevent spilling.

Sarking installation - Standard: To AS/NZS 4200.2.

Wall sarking - General: Provide vapour-permeable sarking behind cladding which does not provide a permanent weatherproof seal, including

the following:

Boards fixed vertically or diagonally.

Boards or planks fixed in exposed locations where wind-driven rain can penetrate the joints.

Unpainted or unsealed cladding.

Installation: Apply to the outer face of external stud walls from the top plate down over the bottom plate and flashing. Run across the studs

and lap at least 150 mm at joints. At top, seal across the wall cavity.

Roof sarking - Location: Provide sarking under tile and shingle roofs.

Anti-ponding boards: Provide 4.5 mm fibre-cement anti - ponding boards to eaves of tile roofs below 20o pitch.

Ridge ventilation: Finish sarking at least 50 mm clear of ridges.

Vapour barrier - Requirement: Where the sarking also forms a vapour barrier, seal the laps and penetrations to form a continuous air tight

seal and seal to the walls.

0511 LINING

1.1 STANDARDS

Plasterboard- Standard: To AS/NZS 2588.

Fibre cement- Standard: To AS/NZS 2908.2.

Wall and ceiling linings: Type B, Category 2.

1.2 SHEET LINING

Supports- General: Install timber battens or proprietary cold-formed galvanized steel furring channels as follows:

Where framing member spacing exceeds the recommended spacing.

Where direct fixing of the sheeting is not possible due to the arrangement or alignment of the framing or substrate.

Where the lining is the substrate for tiled finishes.

Installation- Plasterboard: To AS/NZS 2589.1.

Finish: Level 4.

Wet areas: To AS 3740.

Fixing: Do not use adhesive.

Joints - Flush joints: Provide recessed edge and setting compound and finish flush with perforated reinforcing tape.

External corner joints: Make joints over zinc-coated steel corner beads.

Control joints: Install purpose-made zinc-coated control joint beads at not more than 12 m centres and to coincide with structural movement

joints.

Wet areas: Install additional supports, flashings, trim and sealants as required.

Joints in tiled areas: Do not apply a topping coat after bedding perforated paper tape in bedding compound.

0621 WATERPROOFING – WET AREAS

1.1 STANDARD

Waterproofing: To AS 3740.

1.2 MATERIAL COMPONENTS

Membranes - Standard: To AS/NZS 4858.

AS/NZS 4858 is cited in AS 3740, which is cited in the BCA.

Membrane systems - General: To be a proprietary membrane systems having one of the following stating that the system is suitable for the

intended wet area waterproofing, as follows:

A current Australian Building Product and Systems Certification Scheme certificate issued by ABCB (Australian Building Codes Board).

A current appraisal report issued by either CSIRO Building Products and Systems Appraisals.

Shower tray - General: Purpose-made jointless shower tray, with wall upstands at least 50 mm higher than the hob upstands. Set hob

masonry on the inside of the tray hob upstands.

1.3 APPLICATION

Protection - General: Protect membrane from damage during installation and for the period after installation until the membrane achieves its

service characteristics that resist damage.

Quarry tiles: 6 to 12 mm.

Vitrified floor tiles: 3 to 5 mm.

Stone tiles: 1.5 to 3 mm.

Joint alignment: Set out tiling with joints accurately aligned in both directions and wall tiling joints level and plumb.

Joint position: Set out tiles from the centre of the floor or wall to be tiled and, if possible, ensure cut tiles are a half tile or larger.

Fixtures: If possible, position tiles so that holes for fixtures and other penetrations occur at the intersection of horizontal and vertical joints or

in the centre of tiles.

Falls and levels - General: Grade floor tiling to even and correct falls generally and to floor wastes and elsewhere as required. Make level

junctions with walls. If falls are not required, lay level.

Minimum fall generally: 1:100. Minimum fall in shower areas: 1:60.

Change of finish: Maintain finished floor level across changes of floor finish including carpet.

Preparation of tiles - Adhesive bedding: Fix tiles dry.

Mortar bedding: Soak porous tiles in water for half an hour and then drain until the surface water has disappeared.

Terra cotta tiles: Use pre sealed tiles or apply a breathable sealer and lay dry. If a final sealed finish is selected, use a compatible laying

sealer.

Floor finish dividers - Finish tiled floors at junctions with differing floor finishes with a corrosion-resistant metal dividing strip fixed to the

substrate. If changes of floor finish occur at doorways, make the junction directly below the closed door.

Bath ventilation - Ventilate the space below fully enclosed baths with at least 2 vermin proofed ventilating tiles.

Sealed joints - General: Fill joints with silicone sealant and finish flush with the tile surface where tiling joins sanitary fixtures and at corners

of walls in showers.

0671 PAINTING

1.1 STANDARDS

General: Comply with the recommendations of those parts of AS/NZS 2311 which are referenced in this worksection.

1.2 PAINTING MATERIAL

Paint brand - Source: Use only paint brands from manufacturers that are members of the Australian Paint Manufacturers Federation.

Quality: If the product is offered in a number of levels of quality, provide premium quality lines.

Lower quality may be justified for short lease interior fitouts or similar short term projects. Edit as appropriate.

Combinations - General: Do not combine paints from different manufacturers in a paint system.

Clear timber finish systems: Provide only the combinations of putty, stain and sealer recommended by the manufacturer of the top coats.

Delivery - General: Deliver paints to the site in the manufacturer’s labelled and unopened containers.

Tinting - General: Provide only products which are colour tinted by the manufacturer or supplier.

Alternative: Add tinters or stainers only if this is without detriment to the durability or aesthetic performance of the product.

Putty and fillers - Material: To the recommendation of the paint system manufacturer as suitable for the substrate and compatible with the

primer.

Autoclaved aerated concrete walls

General: Do not apply oil-based paints.

1.3 PREPARATION

General: To AS/NZS 2311 Sections 3. Protection of steelwork: To AS/NZS 2312 Sections 4.

Order of work - Other trades: Before painting, complete the work of other trades as far as practicable within the area to be painted, except

for installation of fittings, floor sanding and laying flooring materials.

Clear finishes: Complete clear timber finishes before commencing opaque paint finishes in the same area.

Protection - Fixtures: Remove door furniture, switch plates, light fittings and other fixtures before starting to paint, and refix in position on

completion of painting.

Adjacent surfaces: Protect adjacent finished surfaces liable to damage from painting operations.

‘Wet paint’ warning - General: Place notices conspicuously and do not remove them until the paint is dry.

Restoration - General: Clean off marks, paint spots and stains progressively. Touch up damaged decorative paintwork or misses only with

the paint batch used in the original application.

Restoration - General: Clean off marks, paint spots and stains progressively and restore damaged surfaces to their condition and restore

damaged surfaces to their original condition. Touch up damaged decorative paintwork or misses with the paint batch used in the original

application.

Substrate preparation - General: Prepare substrates to receive the painting systems.

Cleaning: Clean down the substrate surface. Do not cause undue damage to the substrate or damage to, or contamination of, the

surroundings.

Filling: Fill cracks and holes with fillers, sealants, putties or grouting cements as appropriate for the finishing system and substrate, and

sand smooth.

Clear finish: Provide filler tinted to match the substrate.

Clear timber finish systems: Prepare the surface so that its attributes will show through the clear finish without blemishes, by methods which

may involve the following:

Removal of bruises.

Removal of discolourations, including staining by oil, grease and nailheads.

Bleaching where necessary to match the timber colour sample.

Puttying. - Fine sanding (last abrasive no coarser than 220 grit) to show no scratches across the grain.

1.4 PAINTING

General: To AS/NZS 2311 Section 6. Protection of steelwork: To AS/NZS 2312 Section 8.

Light levels - General: During preparation of surfaces, painting, and inspection, maintain light levels ro allow close examination of the entire

process.

Paint application - General: Apply the first coat immediately after substrate preparation and before contamination of the substrate can

occur. Apply subsequent coats after the manufacturer’s recommended drying period has elapsed.

Quality: Ensure each coat of paint or clear finish is uniform in colour, gloss, thickness and texture, and free of runs, sags, blisters, or other

discontinuities.

1.5 QUALITY

Priming before fixing - General: Apply one coat of wood primer (2 coats to end grain) to the back of the following before fixing in position:

External fascia boards. - Timber door and window frames.

Bottoms of external doors.

Associated trims and glazing beads. - Timber board cladding.

Spraying - General: If the paint application is by spraying, use conventional or airless equipment which does the following:

Satisfactorily atomises the paint being applied.

Does not require the paint to be thinned beyond the maximum amount recommended by the manufacturer.

Does not introduce oil, water or other contaminants into the applied paint.

Paint with known health hazards: Not permitted on site.

Sanding - Clear finishes: Sand the sealer using the finest possible abrasive (no coarser than 320 grit) and avoid cutting through the colour.

Take special care with round surfaces and edges.

Repair of galvanizing - General: For galvanized surfaces which have been subsequently welded, or which have been welded, prime the

affected area.

Primer: Organic zinc rich coating for the protection of steel.

Tinting - General: Tint each coat of an opaque coating system so that each has a noticeably different tint from the preceding coat, except

for top coats in systems with more than one top coat.

Services - General: If not embedded, paint new services and equipment, except chromium, anodised aluminium, GRP, UPVC, stainless

steel, non-metallic flexible materials and normally lubricated machined surfaces. Repaint proprietary items only if damaged.


ARCHITECT

C:\U

sers\

Prec

ision

T17

00\D

ocum

ents\

1 - P

ROJE

CTS\

1 Acti

ve P

rojec

ts\JO

HNS-

14B\

01 M

odel\

JOHN

S-14

B Al

ts &

Adds

Mod

el R1

7.pln


DATEREV DESCRIPTION


PROJECT


TITLE

JOHNS-14B

SPECIFICATIONSPECIFICATION 2/2

A9-02



DATE DRAWN

FOR CONSTRUCTION


DRAWING STATUS





OFFICE FITOUT DWG No: DRAWING GROUP DRAWING NAME REV …projectcorp.com.au/wordpress/projectfiles/St...

Documents

Transcript of OFFICE FITOUT DWG No: DRAWING GROUP DRAWING NAME REV …projectcorp.com.au/wordpress/projectfiles/St...