DOCUMENTATION FOLIO - HARMANPREET SINGH

HARMANPREET SINGH CONSTRUCTION DOCUMENTATION PORTFOLIO a r. h r m n @ g m a i l . c o m

0435100208

TABLE OF CONTENTS MULTI-UNIT DEVELOPMENT - 52 REGENT STREET,PRESTON - VIC

EXTENSION TO RESIDENCE - 2 SAPPHIRE CLOSE, POINT COOK- VIC

4 - 18

19 - 26

2

GENERAL NOTES:

ROOF TRUSSES:

LIGHTING:

THE OWNER / BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BYLAWS AND TOWN PLANNING REQUIREMENTS.

ALL ROOF TRUSSES ARE TO BE CONSTRUCTED AND ASSEMBLED AS PER THE MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION.

1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-2009 2. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2016

STAIRS, LANDINGS & BALUSTRADES:

SMOKE ALARMS:

1. STAIRS, STAIRWAYS AND BALUSTRADES TO COMPLY WITH BCA 3.9.1 AND 3.9.2.

STAIR REQUIREMENTS: (OTHER THAN SPIRAL STAIRS) RISERS 190MM MAXIMUM, 115MM MINIMUM; GOING 355MM MAXIMUM; 240MM MINIMUM; PRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS), RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. PROVIDE NONSLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSING. ALL STAIR NOSING AND LANDING TO BE SLIP RESISTANCE TO MEET BCA 3.9.1.3 WHEN TESTED IN ACCORDANCE WITH AS 4586 TO CLASSIFICATIONS - P3 OR R10 DRY INTERNAL AND P4 OR R11 WET EXTERNAL 2. ENSURE MAXIMUM GAP BETWEEN RISERS NOT TO EXCEED 125MM OR USE CLOSED RISES. PROVIDE CONTINUOUS HANDRAIL 1000MM MINIMUM. 3.HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. 865MM MINIMUM HEIGHT HANDRAIL ABOVE STAIR NOSING AND LANDINGS. 4.MAXIMUM OPENING BETWEEN BALUSTERS NOT TO EXCEED 125MM. CONTINUOUS HANDRAIL TO BE INSTALLED TO ONE SIDE OF STAIR COMPLIANT WITH PART 3.9.2.4 OF THE BCA 2016

1. LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-2014 AND PART 3.7.2 OF THE BCA 2016 AND SHALL BE HARD WIRED WITH BATTERY BACKUP.

BCA AND STANDARDS - GENERAL ALL WORKS SHALL COMPLY WITH THE BCA 2016 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIAN STANDARD: A.S 1288-2006 - GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONS A.S 1562-1992 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. PART 1 METAL A.S 1684.2-2010 - NATIONAL TIMBER FRAMING CODE A.S 1860-1998 - INSTALLATION OF PARTICALBOARD FLOORING A.S 2047-2014 - WINDOWS IN BUILDINGS SELECTIONS AND INSTALLATIONS A.S 2049- 2002 - ROOF TILES A.S 2050-2002 - INSTALLATION OF ROOFING TILES A.S 2870-2011 - RESIDENTIAL SLABS AND FOOTING CONSTRUCTION A.S 2904-1995 - DAMP PROOF COURSES AND FLASHINGS A.S 3600- 2009 CONCRETE STRUCTURES A.S 3660.1- 2014 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES PART1 NEW BUILDINGS A.S 3700-2011 - MASONRY STRUCTURES A.S 3740-2010 & BCA PART 3.8.1 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS A.S 3786-2014 - SMOKE ALARMS A.S 4100-1998 - STEEL STRUCTURES A.S 4256-2006 PLASTIC ROOF AND WALL CLADDING MATERIALS

GENERAL 1. ARCHITECTURAL PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS, DRAWINGS, AND SOIL REPORTS 2. FOOTING TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT 3. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES 4. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS. 5. THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.

GLAZING: GLAZING SHALL COMPLY WITH AS1288-2006 & AS2047 WITH SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES: 1. ALL ROOMS WITHIN 500MM VERTICAL OF THE FLOOR 2. BATHROOMS WITHIN1500MM VERTICAL FROM THE BATH BASE 3. LAUNDRY WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS 4. DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS ALL GLAZING SPECIFICATIONS TO BE IN ACCORDANCE WITH THE APPROVED THERMAL ASSESSMENT. BUILDER TO CONFIRM WINDOW SPECIFICATION PRIOR TO PLACING ORDER WITH MANUFACTURER.

STRUCTURAL REQUIREMENTS: -NO FOOTINGS ARE TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. ALL CONCRETE FOOTINGS AND FOUNDATION WORK MUST BE IN ACCORDANCE WITH AS.2870, AND MUST BE READ STRICTLY IN CONJUNCTION WITH THE RELEVANT SOIL REPORT AND ENGINEERING DOCUMENTATION PROVIDED. CONCRETE WORKS MUST COMPLY WITH THE ENGINEERS DOCUMENTATION, AND BE IN ACCORDANCE WITH AS.3600.

-ALL MASONRY CONSTRUCTION TO COMPLY WITH AS.3700 AND THE BUILDING CODE OF AUSTRALIA. -ALL DAMP PROOF COURSES AND FLASHINGS MUST BE IN ACCORDANCE WITH AS.2904.

-STRUCTURAL STEEL WORK MUST BE IN ACCORDANCE WITH AS.4100.

-ALL TIMBER FRAMING MUST BE IN ACCORDANCE WITH AS.1684. PROVIDE DOUBLE STUDS TO ALL OPENINGS GREATER THEN 1500mm.

-PROVIDE BRACING TO ALL INTERNAL AND EXTERNAL WALLS AS PER AS.1684.

SUB- FLOOR VENTS TO PROVIDE A RATE OF 7500mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF EXTERNAL MASONRY WALL AND 22000mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF INTERNAL DWARF WALLS. ALL SUB-FLOOR PLYNTH BOARDS TO BE LOCATED BELOW THE LEVEL OF THE BEARER. CONVENTIONAL TIIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAILS & COMPUTATIONS PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOORS WITH STRIP FLOORING AND 200mm FOR FLOORS WITH PARTICLE BOARD FLOORING. REFER TO PART 3.4.1 DIAGRAM B OF TH BCA 2016 FOR SUB-FLOOR VENTILATION DETAILS.

LIGHTING:

REV-

DRAWING LIST TITLE

DATE

REV.

A01 A02

TITLE PAGE AND GENERAL NOTES SET-OUT PLAN

14.11.19 14.11.19

REV - C REV - C

A03

SITE AND ROOF PLAN

14.11.19

REV - C

A04

UNIT 1& 2 GROUND FLOOR PLAN

14.11.19

REV - C

A05

UNIT 1 & 2 FIRST FLOOR PLAN

14.11.19

REV - C

A06

UNIT 3 & 4 GROUND FLOOR PLAN

14.11.19

REV - C

A07

UNIT 3 & 4 FIRST FLOOR PLAN

14.11.19

REV - C

A08

ELEVATION SHEET 01

14.11.19

REV - C

A09

ELEVATION SHEET 02

14.11.19

REV - C

A10

SECTION SHEET 01

14.11.19

REV - C

A11

DETAILS

14.11.19

REV - C

A12

WINDOW SCHEDULE 01

14.11.19

REV - C

A13

WINDOW SCHEDULE 02

14.11.19

REV - C

E01

GROUND FLOOR ELECTRICAL PLAN

14.11.19

REV - C

E02

FIRST FLOOR ELECTRICAL PLAN

14.11.19

REV - C

1. MASONRY TO COMPLY WITH AS3700-2011 OR AS4773.1-2010 & AS4773.2-2010 2.PROVIDE WALL TIES TO BRICKWORK AS PER 3.3.3.2. BCA. GENERALLY WALL TIES TO BE 600MM CTRS IN EACH DIRECTION FOR CAVITY MASONRY, FOR MASONRY VENEER: 600X450 FOR 450 STUD WALLS AND 600X600 FOR 600 STUD WALLS AND WITHIN 300MM OF ARTICULATION JOINTS. 3.PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000MM CTRS IN EACH DIRECTIONS AND WITHIN 300MM OF ARTICULATION JOINTS 2200MM SQ. CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS 4. SPACING OF WALL TIES TO TOP AND SIDES OF OPENING TO BE HALVED.

OTHER GENERAL NOTES: (SA) DENOTES THE LOCATION OF SMOKE ALARMS. THESE ARE TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS.3786. THE SMOKE ALARM SHALL BE INTERCONNECTED AND HARDWIRED WITH A BATTERY BACK-UP. (EF) DENOTES THE LOCATION OF EXHAUST FANS. DUCT ALL EXHAUST FANS TO OUTSIDE AIR WHERE POSSIBLE OR, AN EXHAUST FAN OF RATING 140/S MIN TO BE DISCHARGED INTO A VENTILATED ROOF SPACE WITH MIN 1000mm HORIZONTAL DUCT - IN ACCORDANCE WITH AS.1668. EXTERNAL DISCHARGE RATE MINIMUM 25I/S.

1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-2009 2. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2016

THRESHOLDS:

SANITARY COMPARTMENT DOORS MUST EITHER - OPEN OUTWARDS, SLIDE OR BE READILY REMOVABLE FROM THE OUTSIDE UNLESS A MINIMUM CLEARANCE OF 1200mm BETWEEN THE DOOR AND THE PAN IS ACHIEVED.

IF THE THRESHOLD SILL OF THE DOORWAY IS GREATER THAN 190MM ABOVE THE FINISHED SURFACE OF THE GROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THE DOOR LEAF, OR 900MM WIDE X 900MM LONG, WHICHEVER IS GREATER.

SUB FLOOR:

INSULATION:

ALL SUB-FLOOR CONSTRUCTION AS PER ENGINEERS DESIGN & SPECIFICATIONS. REFER TO ENGINEERS DRAWINGS AND COMPUTATIONS.

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH APPROVED STAMPED PLANS WHICH HAVE BEEN ASSESSED BY AN ACCREDITED THERMAL ASSESSOR. PROVIDE INSULATION AND GLAZING SPECIFICATIONS AS PER THE THERMAL ASSESSMENT REPORT.

TERMITE AND CORROSION PREVENTION: WHERE THE BUILDING IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO THE UNDERSIDE OF THE BUILDING AND THE PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK, AS PER AS.3660.1 PROVIDE CORROSION PROTECTION OF BUILT IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELF ANGLES, CONNECTORS AND ACCESSORIES IN ACCORDANCE WITH BCA VOL.2 TABLE 3.3.3.2.

PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA VOL.2 TABLE 3.5.1.

CORROSION: FOR BUILDINGS IN AREAS LESS THAN 1KM FROM BREAKING SURF OR LESS THAN 100M FROM SALTWATER NOT SUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS WALL TIES SHALL BE EITHER: GRADE 316 OR 316L STAINLESS STEEL, OR ENGINEERED POLYMER TIES.

BUSHFIRE DESIGN INFORMATION: THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH THE BUSHFIRE ASSESSMENT REPORT FOR THE SITE. THIS REPORT REFERS TO AS.3959.2009, WHICH SPECIFIES THE NECESSARY CONSTRUCTION METHODS AND MATERIALS REQUIRED FOR EACH SITE. IF THE DRAWING SPECIFICATIONS DO NOT CORRELATE WITH THE BUSHFIRE REPORT - CONTACT THIS OFFICE IMMEDIATELY.

STORM WATER AND DRAINAGE: STORMWATER SHALL COMPLY WITH AS/NZS3500.3-2015 1. STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY 2. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS INSPECTION OPENINGS TO BE AT 9000mm CTRS AND AT EACH CHANGE OF DIRECTION. PROVIDE 100mm DIA UPVC PIPES PROVIDE 75mm DIA DOWNPIPES PROVIDE A MINIMUM FALL GRADIENT OF 1:100 BASE OF PIPES TO HAVE CRUSHED ROCK WITH A MINIMUM OF 50mm COVER. THE COVER TO UNDERGROUND STORM WATER DRAINS TO BE NOT LESS THAN: 100mm UNDER SOIL 50mm UNDER PAVED OR CONCRETE AREAS 100mm UNDER UN-REINFORCED CONCRETE OR PAVED DRIVEWAYS 75mm UNDER REINFORCED CONCRETE DRIVEWAYS ALL BOX GUTTERS TO BE A MINIMUM OF 100mm x 200mm UNLESS OTHERWISE SPECIFIED - 1:100 GRADE MINIMUM - ADJUST TO SUIT ON SITE. SEWER AND SEPTIC SYSTEMS TO BE IN ACCORDANCE WITH AS.3500 ALL SURFACE WATER RUN-OFF MUST BE CONTAINED WITHIN THE PROPERTY BOUNDARIES AND DISCHARGED TO THE STORM WATER SYSTEM. THE BUILDER AND SUB-CONTRACTOR SHALL ENSURE THAT ALL STORM WATER DRAINS, SEWERS AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM.

WATERPROOFING: WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, LAUNDRIES AND SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS.3740-2010 - WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS.

VENTILATION: 1. MECHANICAL VENTILATION TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF THE BCA 2.PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING OR 400MM WHERE IN TERMITE PRONE AREA SUB FLOOR VENTS TO PROVIDE A RATE OF 6000MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL MASONRY WALL A

FLOORING: FLOOR FINISHES AS SELECTED BY CLIENT. FB. TIMBER FLOOR BOARDS TILE. TILE FLOORING PC. POLISHED CONCRETE CP. CARPET CONC. EXPOSED CONCRETE TO CLIENTS SPECIFICATION

WALL FRAMING: FRAMING MUST BE IN ACCORDANCE WITH AS.1684.

BOTTOM PLATE90x45 MGP10 STUDS-90x45 MGP10 AT 450 CTRS JAMB STUDS- 2 / 90x45 MGP10 NOGGINS70x35 MGP10 AT 1350 CTRS MAX TOP PLATE- 2 / 90x45 MGP10 LINTELS TO ENGINEERS DESIGN AND SPECIFICATION.

ROOF FRAMING: ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION. ROOF BATTENS: 38x75 F8 HW AT 330 CTRS (TILE) 38x75 F8 HW AT 900 CTRS (COLORBOND) 38x75 F8 HW AT 900 CTRS (KLIP-LOK)

EXTERNAL FINISHES: EXTERNAL FINISHES AND COLOURS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS. ALL MATERIALS AND FINISHES TO CLIENTS SPECIFICATION. ALL MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND AUSTRALIAN STANDARDS.

INTERNAL WALL FINISHES: 10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL WALLS) 10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL CEILINGS) CLIENT TO SELECT SQUARE FINISH OR CORNICE FOR EACH ROOM.

WET AREAS: 1. ALL WET AREAS TO COMPLY WITH PART 3.8.1 BCA VOL. 2 AND AS3740-2010. WALL FINISHES SHALL BE WATER RESISTANT TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL. 2. TIMBER FLOORS INCLUDING PARTICLEBOARD AND PLYWOOD IN AREAS ADJACENT TO BATHS AND SPAS AND OUTSIDE SHOWER AREAS TO BE WATERPROOFED AS PER PART 3.8.1 BCA VOL. 2 AND AS3740-2010.

WINDOWS: ALL WINDOW SIZES, TYPES AND COLORS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS. WINDOW MEASUREMENTS INDICATED MAY VARY FROM THE WINDOW MANUFACTURERS SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE NOMINATED MEASUREMENTS WITH CLOSE PROXIMITY. WINDOW SIZES TO BE VERIFIED ON SITE BEFORE PLACING ORDER WITH MANUFACTURER. IF ANY DISCREPANCIES ARE FOUND, PLEASE CONTACT THIS OFFICE IMMEDIATELY. BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CLASH WITH ANY MOLDS OR EAVES PRIOR TO PLACING ORDER WITH MANUFACTURER. ALL GLAZING MUST COMPLY WITH AS.1288 "OBS" DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT UNLESS OTHERWISE STATED. "CHK" DENOTES A WINDOW MEASUREMENT WHICH NEEDS TO BE CONFIRMED ONSITE BY THE BUILDER AND WINDOW MANUFACTURER PRIOR TO ORDERING. "a.f.l" DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL. "REST" DENOTES A WINDOW WITH RESTRICTED OPENNABILITY OF 100mm MAX "SCRN" DENOTES A WINDOW WHICH REQUIRES A FIXED SCREEN FROM SILL TO 1.7m a.f.l AT 25% VISIBILITY MAX AND IN ACCORDANCE WITH STANDARD B22 OF RESCODE. ALL WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE UNLESS OTHERWISE STATED.

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

Date:

DRAWING No.

MASONRY:

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT OF PLANNING AND DESIGN, FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF PLANNING AND DESIGN DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE. THE APPROVAL BY PLANNING AND DESIGN OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT, AND WHERE APPLICABLE, THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION. DO NOT SCALE THIS DRAWING - FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS AND CONTRACTORS TO VERIFY ALL DIMENSIONS, LEVELS, BUILDING ENVELOPES, AREAS AND SPECIFICATIONS PRIOR TO THE ORDERING OF ANY MATERIALS OR THE COMMENCEMENT OF ANY WORKS. IF DISCREPANCIES OCCUR CONTACT THIS OFFICE IMMEDIATELY. -ALL MEASUREMENTS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. ALL SITE LEVELS ARE IN METERS, UNLESS OTHERWISE INDICATED. -THE BUILDER MUST TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF NEW AND EXISTING STRUCTURES DURING ALL CONSTRUCTION WORKS. -THE BUILDER MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ALL PERSONS WITHIN THE BUILDING SITE. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DRAWINGS DENOTED WITH "DRAFT" OR "PRELIMINARY" ARE STRICTLY ONLY FOR USE BETWEEN THIS OFFICE AND THE CLIENT. THESE DRAWINGS ARE NOT FOR PERMIT APPROVAL, QUOTATION OR TO BE USED BY BUILDERS. WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERS DRAWINGS, SPECIFICATIONS AND COMPUTATIONS AND ALL OTHER DOCUMENTATION PROVIDED. THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES.

PRELIMINARY

NOT FOR CONSTRUCTION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

AREA SCHEDULE: UNIT 1 GROUND FLOOR AREA: FIRST FLOOR AREA: GARAGE: PORCH: TOTAL AREA:

67.6 64.8 22.9 1.9

16.9 SQ 157.2 m 2 152.7 m 2 25.8 m 2

POS: SPOS:

UNIT 2 GROUND FLOOR AREA: FIRST FLOOR AREA: GARAGE: PORCH: TOTAL AREA: POS: SPOS:

m2 m2 m2 m2

44.9 55.0 23.4 3.7

m2 m2 m2 m2

13.7 SQ 127.0 m 2 40.3 m 2 28.6 m 2

UNIT 3 GROUND FLOOR AREA: FIRST FLOOR AREA: GARAGE: PORCH:

44.9 55.0 23.4 3.7

m2 m2 m2 m2

13.7 SQ 127.0 m 2

TOTAL AREA:

40.8 m 2 28.6 m 2

POS: SPOS:

UNIT 4 GROUND FLOOR AREA: FIRST FLOOR AREA: GARAGE: PORCH:

63.1 68.7 22.9 4.9

m2 m2 m2 m2

17.1 SQ 159.6 m 2

TOTAL AREA: POS: SPOS:

62.1 m 2 44.7 m 2

SITE SITE AREA: SITE COVERAGE: SITE PERMEABILITY: GARDEN AREA: VEGETATED AREA: DATE

SCALE

SEP 2019

1:100@A3

49.9% 40.9% 42.2% 31.1%

689.1 344.3 281.8 290.9 214.4

m2 m2 m2 m2 m2

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

TITLE PAGE UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A01 REV-C

3

PRODUCED BY AN AUTODESK STUDENT VERSION

2015

2460

155

1100

6000

4450

4305

1185

1285

GARAGE

GARAGE

FFL: 72.41

GARAGE

FFL: 72.41

FFL: 72.71

FFL: 72.71

900

FFL: 72.71

5600

RL 72.27

Driveway @NGL RL 72.20

5500

RL 72.27

POR

M

·

FFL: 72.56

1m Eastern setback at NGL and free from from any obstruction

400 0 TPZ

1000 1755

Proposed concrete crossover

1000

Proposed 0.9m TP fence

5500

Close existing crossover to reinstate nature strip and footpath to the requirmeent of responsible authority

Revisions

LEGEND MAIL BOX

REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION

2000L RAIN WATER TANK

REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION

FLOOR SLAB

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

PORCH / DECK / PAVING

NORTH

©

PRODUCED BY AN AUTODESK STUDENT VERSION

FIRST FLOOR PROJECTION

· ·

1000

Proposed concrete crossover TPZ fence according to condition 4 of permit

Street tree to be removed by the developer/permit holder at their own cost, to the satisfaction of the responsible authority.

·

U.G. RWT 2000L

T3

5600

· The dwellings must be constructed with finished floor levels set no lower than

7615

820

4375

5385

Ramp up @1:30

3060 1860 3885

M

Proposed 1.5m TP fence

Proposed 0.9m TP fence

2670 3670

4085

RL 72.20

1825

5230

3010

4050

3630

FFL: 72.56

T2

1000

Ramp up @1:10

POR

1000

RL 72.13

Proposed 1.8m TP fence

FFL: 72.56

1810

1000

GATE

Ramp up @1:9 RL 72.13 Driveway @NGL M

5215

5575 Ramp up @1:20

POR

3065 3215

8750

RL 72.32

3910

5790 5150

GATE

Ramp up @1:10

5315

DECK

FFL: 72.56

Melbourne Water Conditions

GARAGE

FFL: 72.41

8500

M

3270

3425

3295 1185

4335

6045

4485

1065

2125

1080

FFL: 72.71

FFL: 72.41

BIKE RAIL (B1)

· · ·

POR

7800

Proposed 0.9m TP fence

3215 3770

1200

FFL: 72.56

Proposed 1.8m TP fence

FFL: 72.56

CAMELLIA <3m

PRODUCED BY AN AUTODESK STUDENT VERSION

M

Concrete Path

FFL: 72.56

·

PERMEABLE PAVING

similar) and remain in place until construction if complete, to the satisfaction of the Responsible Authority.

The tree protection fencing must be maintained at all times and may only be moved the minimum amount necessary for approved buildings and works to occur within a TPZ. The movement of the fencing to allow such buildings and works shall only occur for the period that such buildings and works are undertaken, after which time the full extent of the fencing must be reinstated.

No vehicular or pedestrian access, trenching or soil excavation is to occur within a TPZ, save for that allowed to complete the approved development.

No storage or dumping of tools, equipment or waste is to occur within a TPZ. Where applicable to a nature strip tree, a TPZ is confined to the width of the nature strip.

PRODUCED BY AN AUTODESK STUDENT VERSION

GATE

PERMEABLE PAVING FFL: 72.56

· Tree protection fencing must be constructed of star pickets and chain mesh (or

Proposed 1.8m TP fence T5

T1

6800

T6

1200

9500

TPZ 2000

T7

8300

T8

Proposed 0.9m TP fence

6060

15230 T9

10500

7100

9685 4605

Proposed 1.8m TP fence

TPZ NOTES

T4

4650

9140

TPZ fence according to condition 4 of permit

NOTES: 1.

ALL SETBACKS ARE TAKEN TO TITLE BOUNDARIES 2.

REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR LANDSCAPING, PAVING AND TREE PROTECTION DETAILS .

3.

REFER CONDITIONS LISTED IN PLANNING PERMIT. 4.

ALL DIMENSIONS SHOWN ARE APPROX. ONLY AND MAY VARY SLIGHLY DUE TO THE CONSTRUCTED THICKNESS OF WALLS. CONTRACTOR IS TO MAKE ALL ATTEMPTS TO NOT VARY DIMENSIONS AND TO ENSURE MIN. AND MAX. ADHERED TO AT ALL TIMES

·

72.71 metres to Australian Height Datum, which is 300mm above the applicable flood level of 72.41 metres to Australian Height Datum.

The garages must be constructed with finished floor levels set no lower than 72.41 metres to Australian Height Datum, which is same as the applicable flood level of 72.41 metres to Australian Height Datum. (MODIFIED AS PER NEW REGULATION ISSUED BY MELBOURNE WATER) Prior to the issue of an Occupancy Permit, a certified survey plan, showing finished floor levels (as constructed) reduced to the Australian Height Datum, must be submitted to Melbourne Water to demonstrate that the floor levels have been constructed in accordance with Melbourne Water's requirements.

Imported fill must be kept to a minimum on the property and only be used for the sub floor areas of the dwellings, garages and driveway ramps.

The development and associated ramping must be setback a minimum of 1 metre from the eastern boundary of the property.

This area must be maintained at natural surface level and no solid structures such as water tanks or retaining walls would be permitted in this setback.

Any new fence must be of an open style of construction (minimum 50% open) unless with the written consent of Melbourne Water, to allow for the passage of overland flood.

DATE

SCALE

SEP 2019

1:200@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

SET-OUT PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A02 REV-C

4

PRODUCED BY AN AUTODESK STUDENT VERSION

THE RAINWATER FROM UNIT 3 ROOF AREA OF 52m2 IS TO BE COLLECTED AND DISCHARGED VIA A FULLY CHARGED SYSTEM INTO A 2000L CAPACITY TANK WHICH IS TO BE CONNECTED TO ALL TOILETS FOR TOILET FLUSHING

4605

6060

Selected colourbond capping and flashing in accordance with BCA 3.5.1 (typ throughout)

KL.

300Wx150D B.G.

KL.1° MIN.

SA.

24° APPR.

SA.

24° APPR.

300Wx150D BOX GUTTER

1° MIN.

KL.

1° MIN.

RH

KL.

1° MIN.

1° MIN.

300 X 300 SUMP WITH UPVC DOWNPIPE (TYP)

KL.

1285

BOX GUTTER SIZE TO FIT

RH 300Wx150D B.G.

RH RH

300Wx150D B.G.

KL.1° MIN.

RH

7615

BOX GUTTER SIZE TO FIT

RHo

KL.1° MIN.

KL.1° MIN.

RHo

300Wx150D BOX GUTTER

RHs

1° MIN.

300Wx150D BOX GUTTER

1° MIN.

SA.

19° APPROX.

300Wx150D BOX GUTTER

300Wx150D BOX GUTTER

KL.

KL.

1° MIN.

CAMELLIA <3m

KL. 1° MIN.

19° APPROX.

5° APPROX.

300Wx150D BOX GUTTER

KL.

RHs

KL.

300Wx150D BOX GUTTER

RHs RH

300Wx150D BOX GUTTER

SA.

dp

2° MIN.

RHs

B.G.

RH RHs

1° MIN.

RHs

STANDING SEAM ALUMINIUM ROOFING OR SIMILAR AT APPROX. 24° PITCH INSTALLED TO MANUFACTURERS SPECS

1100

RAKE CEILING AREA

300Wx150D BOX GUTTER

KL.

GUTTER ON BRICK

KL.

300Wx150D BOX GUTTER

300Wx150D B.G.

KL. 1° MIN.

LOWERED CEILING AREA UNDER ROOF

STANDING SEAM ALUMINIUM ROOFING OR SIMILAR AT APPROX. 24° PITCH INSTALLED TO MANUFACTURERS SPECS

PRODUCED BY AN AUTODESK STUDENT VERSION

T1

PRODUCED BY AN AUTODESK STUDENT VERSION

SL

300Wx150D BOX GUTTER

T5

SL

RHs

T6

KL. 2° MIN.

RH

T7

dp

T8

T9

GUTTER ON BRICK

T4

4650

9140

300Wx150D BOX GUTTER

9685

THE RAINWATER FROM UNIT 1 ROOF AREA OF 59m2 IS TO BE COLLECTED AND DISCHARGED VIA A FULLY CHARGED SYSTEM INTO A 2000L CAPACITY TANK WHICH IS TO BE CONNECTED TO ALL TOILETS FOR TOILET FLUSHING

7100

THE RAINWATER FROM UNIT 2 ROOF AREA OF 52m2 IS TO BE COLLECTED AND DISCHARGED VIA A FULLY CHARGED SYSTEM INTO A 2000L CAPACITY TANK WHICH IS TO BE CONNECTED TO ALL TOILETS FOR TOILET FLUSHING

KL.1° MIN. U.G. RWT 2000L

T3

T2

300 X 300 SUMP WITH UPVC DOWNPIPE (TYP)

KLIP-LOK (KL.) ROOFING OR SIMILAR AT 1° MIN PITCH INSTALLED TO MANUFACTURERS SPECS

THE RAINWATER FROM UNIT 4 ROOF AREA OF 86m2 IS TO BE COLLECTED AND DISCHARGED VIA A FULLY CHARGED SYSTEM INTO A UNDERGROUND 2000L CAPACITY TANK WHICH IS TO BE CONNECTED TO ALL TOILETS FOR TOILET FLUSHING

2000L RAIN WATER TANK

U.G. RWT 2000L

LEGEND RH RAINHEAD AND DOWNPIPE 300mm X 300mm SUMP 1. ALL SETBACKS ARE TAKEN TO TITLE BOUNDARIES RHs RAINHEAD AND DOWNPIPE WITH SPREADER 2. REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR RHo RAINHEAD OVERFLOW ONLY LANDSCAPING, PAVING AND TREE PROTECTION DETAILS . dp DOWN PIPE 3. ALL DIMENSIONS SHOWN ARE APPROX. ONLY AND MAY VARY dpS DOWN PIPE WITH SPREADER SLIGHTLY DUE TO THE CONSTRUCTED THICKNESS OF WALLS. KL. KLIP-LOK ROOFING PITCHED AT SLOPE AS SPECIFIED CONTRACTOR IS TO MAKE ALL ATTEMPTS TO NOT VARY DIMENSIONS SA. ALUMINIUM STANDING SEAM PITCHED AT SLOPE AS SPECIFIED AND TO ENSURE MIN. AND MAX. ADHERED TO AT ALL TIMES

Revisions

NOTES:

REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

NORTH

©

DATE

SCALE

SEP 2019

1:200@A3

2000L UNDERGROUND RAIN WATER TANK DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

SITE AND ROOF PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A03 REV-C

5

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION 8300

8370 2200

6170 240

1200

240

240

3885

280

90

3885

280

2060

Date:

2.01 1

FB

AJ.

FFL: 72.56 T.

3285 240

240

90 990

90 DG

DG

2.02

3.02

dp

dp

3105

M

3500 240

5240

3400

280

3500

90 990

230

3500

90

3400

2895 2090

3580

8640

90

FIXED EXTERNAL SHADING DEVICES TO BE INSTALLED ON NORTH FACING WINDOWS (As Endorsed drawings)

280 1705

280

4125

ADJUSTABLE EXTERNAL SHADING DEVICES TO BE INSTALLED ON WEST FACADE WINDOWS (As Endorsed drawings)

7705

SELECTED SKYLIGHT Dwelling 1 kitchen - To include external operable shading devices. (As Endorsed drawings)

S/L

LOH T. FB. CP. KL. DG PC.

LIFT OFF HINGES SELECTED TILE FLOORING SELECTED TIMBER FLOORING SELECTED CARPET KLIP-LOK ROOFING PITCHED AS MARKED DOUBLE GLAZED SELECTED POLISHED CONCRETE FLOORING 300mm X 300mm SUMP

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

NORTH

©

9840

90 2000

6710

9360

4960

90 910 240 230

1105

D2

POR

1

UP

ENTRY

UP

DG

dp

FB

2310

2

3.0W X 2.4H GARAGE DOOR

6020

KITCHEN

RL 72.13

1000 HOT WATER UNIT

990

RL 72.13

4760

7800

AJ. AJ. First floor shown as dashed

A A10

3020

UP

PROVIDE CONTINUOUS HANDRAIL TO SIDE

P

240

2 1

240

CONC.

FFL: 72.41

FFL: 72.71 1100 1795

REF.

240

3920

3

Ramp up @1:20

FFL: 72.56

B A10

GARAGE

16 15 14 13 12 11 10 9 8 7 6 5 4 3

230

Ramp up @1:10 RL 72.32

FB

820

AJ.

3.0W X 2.4H GARAGE DOOR

TD

3770

UP

AJ.

AJ.

DECK

240

MEALS 1 2

800

PROVIDE CONTINUOUS HANDRAIL TO SIDE

2

CSR 2405 TO ACHIEVE 60/60/60

2.04

STORAGE

HW

AJ.

TAP

P/S

230

1

CONC.

AJ.

2200

BOUNDARY

dp

UP

1.03 DG

GARAGE

600

AJ.

T.

FFL: 72.41

3

FB

1200

P/C

LIVING

820

LIVING

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

AJ.

DG

LDRY W/M

1000

W/M

TITLE HW

2.03

AJ.

1.0 AFL BALUS

230 300w x 150d BOX GUTTER RAINWATER HEAD RAINWATER HEAD with spreader RAINWATER HEAD (Overflow only) DOWN PIPE DOWN PIPE with spreader Exhaust fan to external air 10m / Hr

HW

dp

1000

16

DG

BG RH RHs RHo dp dpS

FFL: 72.56 DETAIL B

720

T.

820 T.

A A10

AJ.

WC

625

1410 90

LDRY

P/C

1.02

P/S

2630 Ramp up @1:9

ENTRY

D1

AJ.

T.

1

UP

Double brick to Eng. design

920

WC

820

FFL: 72.71

FFL: 72.56

1650

AJ. 2000L WATER TANK

Double brick to Eng. design

3

T.

600

PERMEABLE PAVERS

UP TAP

2

500

POR

ALL SANITARY FLUSHING TO BE CONNECTED TO WATER TANK

P/C

900

UP

2

1125

1 2

CABINETS

600

1015 S/L

KITCHEN

AJ.

1000

BOUNDARY

900

2800

720 CSD

230 1200 230

M

1

1125

P/C

TITLE

SHED 6m3

P

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

AJ.

3350

280

800

S/L

MEALS

FIRST FLOOR SHOWN AS DASHED

6010

90

Concrete Path

1660

GATE

240

240

3250

1320 BI-FOLD

90

90 90

1560

500

1510

9440

240 5180

3500

1100

900 MINIMUM 2400 mm CEILING HEIGHT

DG

240

Ref

dp

AJ.

4000

4000

2000L WATER TANK dp

ALL SANITARY FLUSHING TO BE CONNECTED TO WATER TANK

4265 5660

90 900 90

1025

240

240

BOUNDARY

240

1050

TITLE

NOTES: 1.

ALL EXHAUST FAN TO DISCHARGE DIRECTLY TO OUTSIDE 2.

SMOKE DETECTORS TO BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACKUP 3.

BUILDER TO CONFIRM SLAB PENETRATIONS BEFORE SLAB CONSTRUCTION 4.

ALL DIMENSIONS SHOWN ARE APPROX. ONLY AND MAY VARY SLIGHLY DUE TO THE CONSTRUCTED THICKNESS OF WALLS. CONTRACTOR IS TO MAKE ALL ATTEMPTS TO NOT VARY DIMENSIONS AND TO ENSURE MIN. AND MAX. ADHERED TO AT ALL TIMES 5.

A MINIMUM SLIP RESISTANCE CLASSIFICATION OF P3 OR R10 IS REQUIRED FOR INTERNAL AND P4 OR R11 FOR EXTERNAL STAIR TREADS. ALL IN ACCORDANCE WITH AS4586.

6.

REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR LANDSCAPING AND PAVING DETAILS

TIMBER STUD FRAMING SELECTED BRICKWORK BRICK-VENEER WALL 75MM FOAM ON STUD ARTICULATION JOINTS EXTERNAL SENSOR LIGHT SMOKE ALARM

REV-

B A10 GUTTER ON BRICK AJ.

1.01

5120

280

SHED 6m³

LEGEND

4125

PRODUCED BY AN AUTODESK STUDENT VERSION

10970

3270

2150

NOT FOR CONSTRUCTION

280

7850

240

PRODUCED BY AN AUTODESK STUDENT VERSION

1200

5650

240

PRELIMINARY

7475

DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

UNIT 1 & 2 GROUND FLOOR PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A04 REV-C

6

PRODUCED BY AN AUTODESK STUDENT VERSION 8500

7980 1000

6980 90

90 310 90

3100

1765

90

90

PRELIMINARY

7665

NOT FOR CONSTRUCTION

4300 1620

3050

90

90 410 90

1900

90

1900

280

2410

REV-

3365

90

1610

90

3275

Date:

280

B A10

GUTTER ON BRICK

1025

dpS 1.07 HL

CP.

DG

2.05

HW

300w x 150d BOX GUTTER RAINWATER HEAD RAINWATER HEAD with spreader RAINWATER HEAD (Overflow only) DOWN PIPE DOWN PIPE with spreader Exhaust fan to external air 10m / Hr HOT WATER UNIT

90 DG

3960

3780

90 2745

8640

90

90

CP.

BG

BG

2.07 DG

A A10

3530

SITTING

3440

1280

90

FFL: 75.75

1150

BED 1

DN

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

4590

16

DG

2135 1700

600

720.CSD

1.06

3.08

90

CP.

1210

DG

90

720

600

SHROUD

BG

RH RH

4050

TITLE

5315 BG RH RHs RHo dp dpS

DG

2.08

WIR

90

3220

B A10

90 900 90

3500

280

2410

280 3310 8500

4770

90 3500

3890 90 900 90

4670

8080

90 1810 1900

FIXED EXTERNAL SHADING DEVICES TO BE INSTALLED ON NORTH FACING WINDOWS (As Endorsed drawings)

90 995

ADJUSTABLE EXTERNAL SHADING DEVICES TO BE INSTALLED ON WEST FACADE WINDOWS (As Endorsed drawings)

7565

SELECTED SKYLIGHT Dwelling 1 kitchen To include external operable shading devices. (As Endorsed drawings)

SL

LOH T. FB. CP. KL. DG PC.

LIFT OFF HINGES SELECTED TILE FLOORING SELECTED TIMBER FLOORING SELECTED CARPET KLIP-LOK ROOFING PITCHED AS MARKED DOUBLE GLAZED SELECTED POLISHED CONCRETE FLOORING 300mm X 300mm SUMP

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

NORTH

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

AJ.

TIMBER STUD FRAMING SELECTED BRICKWORK BRICK-VENEER WALL 75MM FOAM ON STUD ARTICULATION JOINTS EXTERNAL SENSOR LIGHT SMOKE ALARM

CP.

720.CSD

CSR SYSTEM 5788 TO ACHIEVE FRL 60/60/60

NOTES: 1.

ALL EXHAUST FAN TO DISCHARGE DIRECTLY TO OUTSIDE 2.

SMOKE DETECTORS TO BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACKUP 3.

BUILDER TO CONFIRM SLAB PENETRATIONS BEFORE SLAB CONSTRUCTION 4.

ALL DIMENSIONS SHOWN ARE APPROX. ONLY AND MAY VARY SLIGHLY DUE TO THE CONSTRUCTED THICKNESS OF WALLS. CONTRACTOR IS TO MAKE ALL ATTEMPTS TO NOT VARY DIMENSIONS AND TO ENSURE MIN. AND MAX. ADHERED TO AT ALL TIMES 5.

A MINIMUM SLIP RESISTANCE CLASSIFICATION OF P3 OR R10 IS REQUIRED FOR INTERNAL AND P4 OR R11 FOR EXTERNAL STAIR TREADS. ALL IN ACCORDANCE WITH AS4586.

6.

REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR LANDSCAPING AND PAVING DETAILS

LEGEND

BED 2

2

BOUNDARY

90

1

T.

90

dpS

SHROUD

BATH

500

90

BG

1.05 DG

T.

900 720.CSD

3

CP.

3410

CP.

DG

BED 2

90

SHROUD

3810

BED 1

2.09 HL

ENS

CP.

500

16 15 14 13 12 11 10 9 8 7 6 5 4

820

SLD

FFL: 75.75

SLD

CSR 2405 TO ACHIEVE 60/60/60

DN

2.10 HL

WIR

820

90

Robe

720

820

90 1525

90 90

HALLWAY

Robe

BG

T.

Lin

CP.

90

485

SLD Robe

5180

3325

4870

90 590

8705

90

600 90

BG

A A10

ENS

T.

820

BATH

720

CP.

820

3010

3260

3260

3350

DG

dpS

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

RH

BED 3

1.04

1.05

CSR SYSTEM 5788 TO ACHIEVE FRL 60/60/60

1.0 AFL BALUS

1.08 HL Bath with shower

dpS

3425

SL

90

90

90

SL

CSR 2405 TO ACHIEVE 60/60/60

2125

RH

2.06

BOUNDARY

1015

dp

TITLE

DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

UNIT 1 & 2 FIRST FLOOR PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A05 REV-C

7

PRODUCED BY AN AUTODESK STUDENT VERSION 7710 7005

D3

AJ.

3025

3.0W X 2.4H GARAGE DOOR dp 1

UP

280

3885 1705

90

2090

3500

90

3500

HW

300w x 150d BOX GUTTER RAINWATER HEAD RAINWATER HEAD with spreader RAINWATER HEAD (Overflow only) DOWN PIPE DOWN PIPE with spreader Exhaust fan to external air 10m / Hr HOT WATER UNIT

LOH T. FB. CP. KL. DG PC.

DETAIL C

DG

DG AJ.

LIVING P/C

DG

4.01

HW

UP

FFL: 72.56

POR T.

dp

A A10

1335 AJ.

dp

D4

1

RL 72.20

280 230

3500

3400

ALL SANITARY FLUSHING TO BE CONNECTED TO WATER TANK

LIFT OFF HINGES SELECTED TILE FLOORING SELECTED TIMBER FLOORING SELECTED CARPET KLIP-LOK ROOFING PITCHED AS MARKED DOUBLE GLAZED SELECTED POLISHED CONCRETE FLOORING 300mm X 300mm SUMP

90

3600

240

240

3600

240

3390

3065

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

155

ADJUSTABLE EXTERNAL SHADING DEVICES TO BE INSTALLED ON WEST FACADE WINDOWS (AS DETAIL)

4080 7470

NORTH

FIXED EXTERNAL SHADING DEVICES TO BE INSTALLED ON NORTH FACING WINDOWS (AS DETAIL)

U.G. RWT 2000L

240 3590

12925

AJ.

M

RL 72.27

12445

AJ.

First floor shown as dashed DG ENTRY P/C 4.02

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

AJ.

BG RH RHs RHo dp dpS

4.05

FFL: 72.71

7715

TIMBER STUD FRAMING SELECTED BRICKWORK BRICK-VENEER WALL 75MM FOAM ON STUD ARTICULATION JOINTS EXTERNAL SENSOR LIGHT SMOKE ALARM

DETAIL C

1000 1000

CONC.

RL 72.27

M

990 90

4125

LEGEND

AJ.

FFL: 72.41

1000

BOUNDARY

2045

P/C

GARAGE

RL 72.20

FFL: 72.61

MEALS

dp

AJ. AJ. First floor shown as dashed

1 3.01DG

2895

720 CSD

P/S

AJ.

3105

280

UP

FFL: 72.41

PROVIDE CONTINUOUS HANDRAIL TO SIDE

T. FFL: 72.56

TITLE

1 2

3.0W X 2.4H GARAGE DOOR

2

POR

2 1

6420

1000

CONC.

2670 Ramp up @1:10

dp

dp

UP

820

600

3.02

1200

230

FB

DG

2.02

240

ENTRY

AJ.

GARAGE

625

2200 2310

1105

1.0 AFL BALUS

90

FB

3

DG

990

5 4

920

800

1100

6

4.04

UP

1000

16 15 14 REF. 13 12 11 P 10 9 8 7 6 5 4 3

7

PERMEABLE PAVERS

4.03 Double brick to Eng. design

1

Double brick to Eng. design

2

1795

DG

Double brick to Eng. design

MEALS

KITCHEN

230

UP 8

820

T.

FFL: 72.71 6020

6710 2000

10

P/S FB

AJ.

2500

PROVIDE CONTINUOUS HANDRAIL TO SIDE

W/M LDRY

820

A A10

T.

TAP

720

11

AJ.

P/C

820 CSD

720

FB

WC T.

3.04

CSR 2405 TO ACHIEVE 60/60/60

CSR 2405 TO ACHIEVE 60/60/60

230

LIVING

WC

14 15 16

4375

90 910 240 4870

dp

12

9

90

9360 240

AJ.

2000L WATER TANK

13

KITCHEN

PRODUCED BY AN AUTODESK STUDENT VERSION

9840

Builder to confirm head height under stairs prior to construction

HW

DG

W/M

Ref 900

2500

Demountable shed 6m³

PRODUCED BY AN AUTODESK STUDENT VERSION

ALL SANITARY FLUSHING TO BE CONNECTED TO WATER TANK

UP TAP

FFL: 72.56 DETAIL B

240

240

PERMEABLE PAVERS

AJ.

T.

1

Ramp up @1:30

3285

2

1450

DG

P

L'DRY

AJ.

dp

4.06

SHED 6m

600

3

3.03

GUTTER ON BRICK

BOUNDARY

3070

AJ.

TITLE

240

6510

2895

240

90

240

3500

240

280

3040

240 1200

240

90 900 90

2060

3835

6010

90

2650

230

3885

280

240

280

3350

Date:

240

2050

240

4850

90 900 90

3885

90

7000

280

1545

230

280

REV-

710

BOUNDARY

1200

TITLE

2150

DETAIL C

4125

PRELIMINARY

NOT FOR CONSTRUCTION

3065

DETAIL C

7475

NOTES: 1.

ALL EXHAUST FAN TO DISCHARGE DIRECTLY TO OUTSIDE 2.

SMOKE DETECTORS TO BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACKUP 3.

BUILDER TO CONFIRM SLAB PENETRATIONS BEFORE SLAB CONSTRUCTION 4.

ALL DIMENSIONS SHOWN ARE APPROX. ONLY AND MAY VARY SLIGHLY DUE TO THE CONSTRUCTED THICKNESS OF WALLS. CONTRACTOR IS TO MAKE ALL ATTEMPTS TO NOT VARY DIMENSIONS AND TO ENSURE MIN. AND MAX. ADHERED TO AT ALL TIMES 5.

A MINIMUM SLIP RESISTANCE CLASSIFICATION OF P3 OR R10 IS REQUIRED FOR INTERNAL AND P4 OR R11 FOR EXTERNAL STAIR TREADS. ALL IN ACCORDANCE WITH AS4586.

6.

REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR LANDSCAPING AND PAVING DETAILS DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

UNIT 3 & 4 GROUND FLOOR PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A06 REV-C

8

PRODUCED BY AN AUTODESK STUDENT VERSION

PRELIMINARY

NOT FOR CONSTRUCTION REV-

7665

7370

3365

4300

3590 90

90

2410

280

2460

CP.

BED 3 CP.

4.07 DG

90

2015 A A10

dp

3000 90 10250

2790

9051090

HL

4.11

90 1000 90

90 510 90

SLD

3310

CP.

3590

BED 1

Robe

BED 2

90

720.CSD

DETAIL C

DG

CSR SYSTEM 5788 TO ACHIEVE FRL 60/60/60

3.05

4.08 DG

SHROUD

BG

RH

90

dp

90

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

DETAIL C

3.06

90

DG

600

DG

90

3.07 DG

1210

T.

4.09

BG

1.0 AFL BALUS

CP.

600 16

820

90

DN

ENS

DG

SLD

4.10

WIR

720.CSD

Robe

820

720

720.CSD

820

DG

1910

90 1890 90

FFL: 75.75

T.

1325

Double shower

90

T.

T.

820

5565

BATH

90

BOUNDARY

DETAIL C

DG

4.13

TITLE

HALLWAY

2000

2

DETAIL C

3

DG

5 4

4.12

6

CP.

ENS

BATH

FFL: 75.75

3410

4590

7

3.10 HL

CP.

1150

90

CP.

8

BED 2

820

CSR 2405 TO ACHIEVE 60/60/60

CSR 2405 TO ACHIEVE 60/60/60

90

3.09 HL

SITTING

3440

3530

BED 1

10

1700

90

90

90

2135

90 2745

3180

3960 8640

Raked ceiling

1.0 AFL BALUS.

11

CSR 2405 TO ACHIEVE 60/60/60

90 510 90

PRODUCED BY AN AUTODESK STUDENT VERSION

RH

9

3.08

BG

14 15 16

DN (C/H Min 2400)

CP.

A A10

4.15

PRODUCED BY AN AUTODESK STUDENT VERSION

DG

2.08

90

DETAIL B 4.14 DG

DG dpS

DG

4.16

13

12

BG

SLD

3600 dp

CSR SYSTEM 5788 TO ACHIEVE FRL 60/60/60 Robe

90

GUTTER ON BRICK

dpS

dpS

3050

90 950 90

BOUNDARY

3425

TITLE

1610

90 460 90

SLD

90

3500

Robe

3275

3780

720.CSD

280

Date:

3215

SHROUD

BG

3885

4085

RH RH

TITLE

90 90 995

3890 1810

90

90 900 90

1900

2410 3500

4670

280

3500

90 1100 90

280

3500

90

3690

AJ.

TIMBER STUD FRAMING SELECTED BRICKWORK BRICK-VENEER WALL 75MM FOAM ON STUD ARTICULATION JOINTS EXTERNAL SENSOR LIGHT SMOKE ALARM

BG RH RHs RHo dp dpS HW

300w x 150d BOX GUTTER RAINWATER HEAD RAINWATER HEAD with spreader RAINWATER HEAD (Overflow only) DOWN PIPE DOWN PIPE with spreader Exhaust fan to external air 10m / Hr HOT WATER UNIT

LOH T. FB. CP. KL. DG PC.

LIFT OFF HINGES SELECTED TILE FLOORING SELECTED TIMBER FLOORING SELECTED CARPET KLIP-LOK ROOFING PITCHED AS MARKED DOUBLE GLAZED SELECTED POLISHED CONCRETE FLOORING 300mm X 300mm SUMP

2410 3600

ADJUSTABLE EXTERNAL SHADING DEVICES TO BE INSTALLED ON WEST FACADE WINDOWS (As Endorsed drawings)

90 90

3780 7470

3215

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

NORTH

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

LEGEND

U.G. RWT 2000L

BOUNDARY

7565

FIXED EXTERNAL SHADING DEVICES TO BE INSTALLED ON NORTH FACING WINDOWS (As Endorsed drawings)

NOTES: 1.

ALL EXHAUST FAN TO DISCHARGE DIRECTLY TO OUTSIDE 2.

SMOKE DETECTORS TO BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACKUP 3.

BUILDER TO CONFIRM SLAB PENETRATIONS BEFORE SLAB CONSTRUCTION 4.

ALL DIMENSIONS SHOWN ARE APPROX. ONLY AND MAY VARY SLIGHLY DUE TO THE CONSTRUCTED THICKNESS OF WALLS. CONTRACTOR IS TO MAKE ALL ATTEMPTS TO NOT VARY DIMENSIONS AND TO ENSURE MIN. AND MAX. ADHERED TO AT ALL TIMES 5.

A MINIMUM SLIP RESISTANCE CLASSIFICATION OF P3 OR R10 IS REQUIRED FOR INTERNAL AND P4 OR R11 FOR EXTERNAL STAIR TREADS. ALL IN ACCORDANCE WITH AS4586.

6.

REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR LANDSCAPING AND PAVING DETAILS DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

UNIT 3 & 4 FIRST FLOOR PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A07 REV-C

9

PRODUCED BY AN AUTODESK STUDENT VERSION

PRELIMINARY

NOT FOR CONSTRUCTION

U1

1.07

U3

6760

3.07

DG

CM

DG

CM

DG

DG

CM

DG

DG

MP

FB

DG

DG

DG

MP

FB

FB

DG

SELECTED FACE BRICKWORK AS PER AS.3700.

2700

3.08

DG

DG

GD

FFL: 72.71 Flood LVL: 72.41

DG

DG

GD

DG

DG

DG

Glass door

DG Glass door

PRODUCED BY AN AUTODESK STUDENT VERSION

AC

PROPOSED 1.8mH TP

1.03

OUTDOOR A.C. UNIT

3795

3120

NGL AT BOUNDARY

Brickwork till ceiling level

2.01

PROPOSED 0.9mH TP

2.02

3.02

3.01

3710

RAMP UP 1:9

RAMP UP 1:20

TITLE

300

DG

FB

Brickwork till ceiling level

PRODUCED BY AN AUTODESK STUDENT VERSION

2.08

Date:

2650

2700 340 FCL

DG

MP

Selected matrix panel cladding to be installed to manufacturer's specifications

SA

CM

DG

All glazing in accordance with AS.1288 and AS.2047

2.07

6810

6925 SA

400mm Shroud around window installed to manufacturers specs

FFL

SA

REV-

Cemintel’s Territory cladding installed to manufacturers specification

U2

2.05

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specifications

FCL

Cemintel’s Territory cladding installed to manufacturers specification

1.08

7390

7795

Flash and cap in accordance with BCA 3.5.1.

PROPOSED 1.5mH TP

EAST ELEVATION SCALE 1:100

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specs.

MP

FFL FCL

FFL: 72.71 Flood LVL: 72.41

PROPOSED 0.9mH TP

Brickwork Till ceiling level

4.02

EAST ELEVATION (CONT.)

SELECTED FACE BRICKWORK AS PER AS.3700.

DG

2700 Selected matrix panel cladding to be installed to manufacturer's specs

1.01

FFL

DG

DG Glass door

FCL

Brickwork till ceiling level

Selected face brickwork as per AS.3700.

PROPOSED 1.8mH TP

1.02

FFL: 72.71 Flood LVL: 72.41

SOUTH ELEVATION SCALE 1:100

GD

SA

G1 G2 G3

SELECTED GARAGE DOOR WITH BLACK COLOR SIMILAR TO CLADDING ON FISRT FLOOR OBS GLASS FIXED OBS GLASS - 150mm RESTRICTED AWNING FIXED OBSCURE GLAZING (NOT FILM) WITH A MAXIMUM TRANSPARENCY OF 25% TO A MINIMUM HEIGHT OF 1.7m ABOVE FINISHED FLOOR LEVEL

TP KR TS

Revisions

1.8m HIGH TIMBER PAILING FENCE KLIP-LOK ROOF AT 2 DEGREE PITCH 1.7m HIGH SELECTED TIMBER SCREEN AS DETAIL

· ALUMINIUM WINDOWS THROUGH-OUT · COLORBOND GUTTERS, FASCIA'S AND DOWNPIPES

REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

MATERIAL SCHEDULE:

FB CM MP

DG

FFL: 72.71

SCALE 1:100

STANDING SEAM ALUMINIUM MATTE BLACK OR SIMILAR RECYCLED RED BRICK CLADDING CEMINTEL CLADDING - TERRITORY™ (QUARRY ) SELECTED MATRIX PANEL (WHITE OR SIMILAR)

DG

FB

TITLE

RAMP UP 1:30

FB

2400

PROPOSED 1.8mH TP

3555

3.01

3710

RAMP UP 1:10

2700

Glass door

GD

DG

MP

FB

Lowered FCL Kitchen area

Brickwork till ceiling level

DG

TITLE

GD

DG

1100

2650

DG

1300

FB

DG

340

Selected matrix panel cladding to be installed to manufacturer's specs

DG All glazing in accordance with AS.1288 and AS.2047

2700

All glazing in accordance with AS.1288 and AS.2047

TITLE

DG

3870

FB

DG

1000

FB

DG

3270

DG

1400

DG

FCL

1000

DG

FCL

400mm Shroud around window installed to manufacturers specs

SA

3875

400mm Shroud around window installed to manufacturers specs

1.07

CM

Cemintel’s Territory cladding installed to manufacturers specification

3570

SA

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specs.

7015

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specifications

340

CM

7860

1.06

4.08

2700

4.07

340

SA

U4

7570

3.05

U1

6665

U3

7295

400mm Shroud around window installed to manufacturers specs

DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

ELEVATIONS UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A08 REV-C

10

PRODUCED BY AN AUTODESK STUDENT VERSION Cemintel’s Territory cladding installed to manufacturers specification

4.16

3.10

6580 CM

Adjustable shading device as Endorsed TP drawings - Detail B

FCL

3.09

HL

2700

2.09

CM

DG

2400

DG

DG

Date:

U2 2.10

SA

SA

DETAIL B

All glazing in accordance with AS.1288 and AS.2047

REV-

6735

4.15

U3

Cemintel’s Territory cladding installed to manufacturers specification

6535

4.14

Raked ceiling at Approx 5° pitch minimum 2400mm

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specs.

6870

7415

U4

Flash and cap in accordance with BCA 3.5.1.

PRELIMINARY

NOT FOR CONSTRUCTION

HL

HL

HL

DG

340

FFL FB

AC

DG

DG

OUTDOOR 2.03 A.C. UNIT Adjustable shading device as Endorsed TP drawings - Detail B

3.03

FB

MP

FB

2700

FB CM MP

STANDING SEAM ALUMINIUM MATTE BLACK OR SIMILAR RECYCLED RED BRICK CLADDING CEMINTEL CLADDING - TERRITORY™ (QUARRY ) SELECTED MATRIX PANEL (WHITE OR SIMILAR)

6530 TS

DG

DG

TS

TS

Shading device as Endorsed TP drawings - Detail C

FFL FB

DETAIL C

DETAIL C

DG

DG

DETAIL C

DG

DG

DG

FCL Selected face brickwork as per AS.3700.

DETAIL C

DG

DG

FFL: 72.71 Flood LVL: 72.41

NGL

NGL AT BOUNDARY

TITLE

3790

3475

3170

3125 SA

G1 G2 G3

SELECTED GARAGE DOOR WITH BLACK COLOR SIMILAR TO CLADDING ON FISRT FLOOR OBS GLASS FIXED OBS GLASS - 150mm RESTRICTED AWNING FIXED OBSCURE GLAZING (NOT FILM) WITH A MAXIMUM TRANSPARENCY OF 25% TO A MINIMUM HEIGHT OF 1.7m ABOVE FINISHED FLOOR LEVEL

TS

Proposed 1.8 m high timber pailing

4.03

EXISTING 2.0mH PAILING

NORTH ELEVATION

4.04

4.05

4.06

OUTDOOR A.C. UNIT

SCALE 1:100 TP KR TS

Revisions

1.8m HIGH TIMBER PAILING FENCE KLIP-LOK ROOF AT 2 DEGREE PITCH 1.7m HIGH SELECTED TIMBER SCREEN AS DETAIL

· ALUMINIUM WINDOWS THROUGH-OUT · COLORBOND GUTTERS, FASCIA'S AND DOWNPIPES

REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

GD

DG

AC

SCALE 1:100

MATERIAL SCHEDULE:

DG

All glazing in accordance with AS.1288 and AS.2047

3355

Selected face brickwork as per AS.3700.

FFL: 72.71 Flood LVL: 72.41

WEST ELEVATION (CONT.)

FCL HL

FB

2700

mH 3.2 DARY AVG BOUN .

X MA L ON L WA

Shading device as Endorsed TP drawings - Detail A

SA

MP

FCL

Selected face brickwork as per AS.3700.

SA

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specifications

4.13

Selected matrix panel cladding to be installed to manufacturer's specs

FFL

Selected matrix panel cladding to be installed to manufacturer's specifications

4.12

4.11

TITLE

FB

4.10

2700

FCL

Cemintel’s Territory cladding installed to manufacturers specification

1700

HL

340

HL

Shading device as Endorsed TP drawings - Detail A

4.09

3450

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specifications

CM

700

CM

HL

Selected standing seam colorbond cladding or similar, to be installed to manufacturer's specifications

SA

TITLE

6880

2.10

U4

7445

U1

1.10

340

7650

SCALE 1:100

1.09

DG

3675

Existing 2M High TP

WEST ELEVATION

U2

DG

2700

3530

OUTDOOR A.C. UNIT

6250

TITLE

5070

DG

AC AC

3205

FFL: 72.71 Flood LVL: 72.41

DG

3115

2700 300

PRODUCED BY AN AUTODESK STUDENT VERSION

mH G 3.2 NDARY . AV U MAX ON BO L WAL

PROPOSED 1.8mH TP

DETAIL B

DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

ELEVATIONS UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A09 REV-C

11

PRODUCED BY AN AUTODESK STUDENT VERSION

Adjoining house

FB

FB

3400

FB

FB

DETAIL B

3020

FCL

UNIT 1

Roof trusses as per manufactuers design and specifications. computations to be provided prior to frame inspection

Internal timber framing to as1684 uno in engineer's design

2700

All glazing in accordance with AS.1288 and AS.2047

BED 1

Flash and cap in accordance with BCA 3.5.1

2700

400mm Shroud around window installed to manufacturers specs

Provide CSR 2405 to acheive FRL 60/60/60

BED 2

NOT FOR CONSTRUCTION REV-

Flash and cap in accordance with BCA 3.5.1

Beam to Eng's details

Beam to Eng's details

SITTING

SITTING

BED 1

PRELIMINARY

UNIT 3

Selected box gutter in accordance with AS.3500

Klip-lok roofing at 1° min pitch installed to manufacturers specs

Selected single lock standing seam cladding to be installed to manufacturer's specifications

FCL

UNIT 2

Roof framing as per engineer's design, refer to structural drawing for details

2700

Selected single lock standing seam roofing at 19° approx. pitch installed to manufacturers specs

Date:

BED 1

340

FFL

All glazing in accordance with AS.1288 and AS.2047

LIVING

Selected face brickwork as per AS.3700.

FFL: 72.71

GARAGE

FFL 72.71

Flood LVL: 72.41

300mm STEP DN

KIT

GARAGE

FFL 72.41

FFL 72.41

P

FFL 72.41

Suspended Raft slab as per engineer's design and specifications. refer to engineers drawing and computations

Selected single lock standing seam roofing at 24° approx. pitch installed to manufacturers specs

Selected box gutter in accordance with AS.3500

Selected box gutter in accordance with AS.3500

Klip-lok roofing at 2° min pitch installed to manufacturers specs

340 Flood LVL: 72.41

340

LIVING FFL 72.71

2700

MEALS

FCL

Sub-floor construction and layout as per engineers design and specification. refer to engineers drawing and computations

Beam to Eng's details

2700

KITCHEN

Timber decking as per engineer's design FFL: 72.71

FFL 72.56

NGL TITLE

SOIL CLASSIFICATION AS PER SOIL REPORT

FFL

Lowered ceiling (Kitchen area)

FFL: 72.71 NGL

Flash and cap in accordance with BCA 3.5.1

SECTION A-A (CONT.)

SOIL CLASSIFICATION AS PER SOIL REPORT

SECTION B-B SCALE 1:100

SCALE 1:100

TITLE

FFL 72.71

BED 1

FCL

FCL

2700

Sub-floor construction and layout as per engineers design and specification. refer to engineers drawing and computations

HALLWAY

BED 3

300

300mm FFL 72.41 STEP DN

LIVING

Selected single lock standing seam to be installed to manufacturer's recommendations

Cemintel’s Territory cladding installed to manufacturers specs

TITLE

GARAGE

Selected box gutter in accordance with AS.3500

FCL Selected single lock standing seam to be installed to manufacturer's recommendations

FFL

Double brick wall as engineer's design

Roof trusses as per manufactuers design and specifications. computations to be provided prior to frame inspection

Selected box gutter in accordance with AS.3500

2700

BED 3

Selected single lock standing seam roofing at 19° approx. pitch installed to manufacturers specs

Flash and cap in accordance with BCA 3.5.1

2400

BED 2

Internal timber framing to as1684 uno in engineer's design

Roof framing as per engineer's design, refer to structural drawing for details

2700

2700

Provide CSR 2405 to acheive FRL 60/60/60

U1

Klip-lok roofing at 1° min pitch installed to manufacturers specs

2700

Klip-lok roofing at 1° min pitch installed to manufacturers specs

Roof trusses as per manufactuers design and specifications. computations to be provided prior to frame inspection

300

UNIT 4 Roof framing as per engineer's design, refer to structural drawing for details

3000

300mm STEP DN

SOIL CLASSIFICATION AS PER SOIL REPORT

UNIT 3

FFL 72.41

FFL 72.71

NGL

GARAGE

P

NGL

SCALE 1:100

GARAGE

KIT Provide CSR 2405 to achieve FRL 60/60/60

FFL 72.71

300mm STEP DN

SECTION A-A

BED 1

Beam to Eng.'s details

Beam to Eng's details

Double brick wall as engineer's design

TITLE

300

2700

Selected box gutter in accordance with AS.3500

2700

FCL

PRODUCED BY AN AUTODESK STUDENT VERSION

SUSPENDED RAFT SLAB AS PER ENGINEERS DESIGN AND SPECIFICATIONS. REFER TO ENGINEERS DRAWING AND COMPUTATIONS.

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

FOOTING AS PER ENGINEERS DESIGN AND SPECIFICATIONS. DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

SECTIONS UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A10 REV-C

12

PRELIMINARY

NOT FOR CONSTRUCTION REV-

MINERAL FIBRE NON-COMBUSTIBLE INFILL - NOMINAL DENSITY 60kg/m³

Date:

SELECTED FIBRE-CEMENT CLADDING PAINT FINISH - FLASH AS REQUIRED

16mm GYPROCK FYCHEK LAMINATED TO GYPROCK SHAFT LINER PANEL WITH LAMINATING SCREW AT 400mm x 400mm MAX. CTS

MIN. 150d x 300w BOX GUTTER IN ACCORDANCE WITH AS.3500 - ADJUST TO SUIT ON SITE (TYP)

PROVIDE CEILING INSULATION AS PER ENERGY REPORT, REFER TO ENERGY REPORT FOR DETAILS

200

KLIP-LOK (KL.) ROOFING OR SIMILAR AT 2° MIN PITCH TO BE INSTALLED TO MANUFACTURERS SPECS

PROVIDE 10mm PLASTERBOARD TO CEILING WITH SELECTED PAINT FINISH

PROVIDE 10mm SUPERCHEK PLASTERBOARD TO WALLS WITH SELECTED PAINT FINISH

SUB-FLOOR CONSTRUCTION AND LAYOUT AS PER ENGINEERS DESIGN AND SPECIFICATION. REFER TO ENGINEERS DRAWING AND COMPUTATIONS.

PROVIDE 10mm SENSITIVE PLASTERBOARD TO WALL WITH SELECTED PAINT FINISH BRADFORD "90 GOLD BATTS" R:2.0 WALL CAVITY

FLASH AND CAP IN ACCORDANCE WITH BCA 3.5.1.

200

90 25 90

PRODUCED BY AN AUTODESK STUDENT VERSION

PROVIDE 16mm FYRCHEK MR PLASTERBOARD TO EXTERNAL SIDE

PAINT FINISH - FLASH AS REQUIRED

SARKING TO BE INSTALLED TO MANUFACTURER'S RECOMMENDATIONS

ROOF FRAMING AS PER ENGINEER'S DESIGN

CEMINTEL TEXTURE BASE SHEET WITH SELECTED SMOOTH RENDER FINISH

KLIP-LOK (KL.) ROOFING OR SIMILAR AT 2° MIN PITCH TO BE INSTALLED TO MANUFACTURERS SPECS

CSR SYSTEM 5788 EXTRACT FROM CSR REDBOOK

200

100 MIN.

FILL VOID AT TOP OF WALL WITH ROCKWOOL CAVITY SEAL

TO GYPROCK SHAFT LINER PANEL LAMINATING SCREWS AT 400mm X 400mm MAX. CTRS.

200

SUB-FLOOR CONSTRUCTION AND LAYOUT AS PER ENGINEERS DESIGN AND SPECIFICATION. REFER TO ENGINEERS DRAWING AND COMPUTATIONS.

PROVIDE 10mm PLASTERBOARD TO CEILING WITH SELECTED PAINT FINISH

90 25 90

25mm GYPROCK SHAFT LINER INSTALLED TO MANUFACTURES SPEC' 20mm - 40mm CAVITY VOID

SLAB AS PER ENGINEERS DESIGN AND SPECIFICATIONS. REFER TO ENGINEERS DRAWINGAND COMPUTATIONS.

PROVIDE CEILING INSULATION AS PER THE ENDORSED THERMAL ASSESSMENT

PROVIDE 10mm SUPERCHEK PLASTERBOARD TO WALLS WITH SELECTED PAINT FINISH

BRADFORD "90 GOLD BATTS" R:2.0 TO BOTH SIDE WALL CAVITYS

90 25 90

DETAIL 02 CSR SYSTEM 2405 PARTY WALL WITH CSR 5788 (REFER TO MANUFACTURER'S SPEC' FOR DETAILS) SCALE 1:20

SOIL CLASSIFICATION AS PER SOIL REPORT

CSR SYSTEM 2405

DETAIL 01

EXTRACT FROM CSR REDBOOK

CSR SYSTEM 2405 PARTY WALL DETAIL SCALE 1:20 Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

DATE

SCALE

SEP 2019

AS NOTED

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

DETAILS UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A11 REV-C

13

2400

3000

800

1300

1100

1000

1200

1500

1800

O

F

ALUMINUM FRAMED SLIDING WINDOW DOUBLED GLAZED

W1.03

MEALS LIVING

W1.04,1.06

LIVING

ALUMINUM FRAMED CASEMENT WINDOW (RESTRC.) DOUBLED GLAZED

1500

SOUTH

600

O

ALUMINUM FRAMED SELECTED SLIDING DOOR DOUBLED GLAZED

900

C.L

600

O

F

F

F 2100

2100

F.F.L

1700

O

W1.01, 1.02

O

2400

1800

1400

F

O 1000

2700 CEILING HEIGHT 2400 HEAD HEIGHT

700

C.L

EAST

W1.05

BED 3 BED 2

W1.07,1.08

BED 1

ALUMINUM FRAMED CORNER FIXED AND CASEMENT WINDOW (RESTR.) DOUBLED GLAZED CHK

3000

ENS BATH

ALUMINUM FRAMED AWNING WINDOW DOUBLED GLAZED

600

800

PRODUCED BY AN AUTODESK STUDENT VERSION

900

1300

700

900

C.L

O

600

STAIRS

ALUMINUM FRAMED FIXED WINDOW DOUBLED GLAZED

1000

900

920

820

600

O

W2.06

BED 1

ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

ALUMINUM FRAMED AWNING WINDOW (RESTR.) OBSCURE GLAZING

1700

O

W2.05

WC

2400

W2.04

1800

1800

F

2100

2400

900

600

2700 CEILING HEIGHT 2400 HEAD HEIGHT

F.F.L

LIVING

ALUMINUM FRAMED SELECTED SLIDING DOOR DOUBLED GLAZED

ALUMINUM FRAMED SLIDING WINDOW DOUBLED GLAZED

1500

C.L

W2.03

2700 CEILING HEIGHT

ALUMINUM FRAMED FIXED WINDOW DOUBLED GLAZED

KITCHEN

F

F

F

600

300

W2.02

ENTRY

O

1400

1100

O

O

W2.01

1800

2400

F

1800

O O

F F.F.L

1000

1300 2100

2700 CEILING HEIGHT 2400 HEAD HEIGHT

G2

W2.07

F.F.L

SITTING

ALUMINUM FRAMED SLIDING WINDOW(RESTR.) DOUBLED GLAZED - WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS WITHIN CLOSE PROXIMITY - BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTURE - WINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING ORDER WITH MANUFACTURER ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY

W2.08 ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

BED 2

W2.09,2.10 ALUMINUM FRAMED AWNING WINDOW

- ALL GLAZING MUST COMPLY WITH AS.1288 - 'OG' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT - 'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING - 'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL. - 'RESTR.' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAX - 'G1' DENOTE OBS GLASS FIXED - 'G2' DENOTE OBS GLASS - 125mm RESTRICTED AWNING - 'G3' DENOTE FIXED OBSCURE GLAZING (NOT FILM) WITH A MAX. HEIGHT OF 1.7m ABOVE FFL - WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE. - REFER TO LATEST ENERGY REPORT FOR FURTHER INFORMATION

D1,D4

ENS BATH

ALUMINUM FRAMED ENTRY DOOR DOUBLED GLAZED

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

©

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

ENTRY UNIT 1, UNIT 4

D2,D3

ENTRY

ALUMINUM FRAMED ENTRY DOOR DOUBLED GLAZED

UNIT2, UNIT 3

DATE

SCALE

SEP 2019

1:50@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

WINDOW SCHEDULE UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A12 REV-C

14

900

C.L

1500

3000

600

800

900

1300

W3.04

ALUMINUM FRAMED SLIDING WINDOW(RESTR.) DOUBLED GLAZED

W3.08

BED 2

ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

W3.09,3.10 ALUMINUM FRAMED AWNING WINDOW

4000

800

600

1300 1100

O 300

LIVING

ALUMINUM FRAMED CASEMENT WINDOW DOUBLED GLAZED

W4.02

W4.03,4.04,4.06

LIVING

ALUMINUM FRAMED CASEMENT WINDOW DOUBLED GLAZED

900

1500

1800

1800

O

O

W4.05 ALUMINUM FRAMED SELECTED SLIDING DOOR DOUBLED GLAZED

- WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS WITHIN CLOSE PROXIMITY - BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTURE - WINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING ORDER WITH MANUFACTURER ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY

F

LIVING

W4.07,4.08,4.14 ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

- ALL GLAZING MUST COMPLY WITH AS.1288 - 'OG' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT - 'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING - 'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL. - 'RESTR.' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAX - 'G1' DENOTE OBS GLASS FIXED - 'G2' DENOTE OBS GLASS - 125mm RESTRICTED AWNING - 'G3' DENOTE FIXED OBSCURE GLAZING (NOT FILM) WITH A MAX. HEIGHT OF 1.7m ABOVE FFL - WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE. - REFER TO LATEST ENERGY REPORT FOR FURTHER INFORMATION

O

600

O

O

2100

600

O

F

BED 1 BED 2 BED 3

600

O

1700

2400

1800

2700 CEILING HEIGHT 2400 HEAD HEIGHT

LIVING

ALUMINUM FRAMED SLIDING WINDOW DOUBLED GLAZED

600

1300

W4.09, 4.10, BED 1 BED 3 4.12, 4.13

W4.11 ALUMINUM FRAMED AWNING WINDOW

ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

Revisions REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

©

PRODUCED BY AN AUTODESK STUDENT VERSION

F.F.L

1200

F

700

C.L

O

W4.01

ENS BATH

ALUMINUM FRAMED FIXED WINDOW DOUBLED GLAZED

300

600

SITTING

STAIRS

1800

O F.F.L

W3.07

ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

2100

2700 CEILING HEIGHT 2400 HEAD HEIGHT

700

O

W3.06

BED 1

900

C.L

1700

O

W3.05

WC

ALUMINUM FRAMED AWNING WINDOW OBSCURE GLAZING

900

F

2100

600

LIVING

1800

1800

O

F 600

2700 CEILING HEIGHT 2400 HEAD HEIGHT

O

ALUMINUM FRAMED SELECTED SLIDING DOOR DOUBLED GLAZED

900

F

2100

W3.03

KITCHEN

ALUMINUM FRAMED SLIDING WINDOW DOUBLED GLAZED

1500

C.L

O

1400

1100

300

W3.02

ENTRY

ALUMINUM FRAMED FIXED WINDOW DOUBLED GLAZED

F.F.L

O

F

W3.01

1800

2400

F

1800

1000

1300

O

F F.F.L

O

2100

2700 CEILING HEIGHT 2400 HEAD HEIGHT

G2

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

ENS

W4.15,4.16

STAIRS

ALUMINUM FRAMED CASEMENT WINDOW (RESTR.) DOUBLED GLAZED

DATE

SCALE

SEP 2019

1:50@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

WINDOW SCHEDULE UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

A13 REV-C

15

PRELIMINARY

NOT FOR CONSTRUCTION REV-

Ref

P

L'DRY

720 CSD

Ref

KITCHEN W/M

WC

KITCHEN

MEALS

POR

S/L

CABINETS

S/L

P

Date:

WC

WC

LIVING

WC

LIVING

MEALS L'DRY

ENTRY

GARAGE

PRODUCED BY AN AUTODESK STUDENT VERSION

GARAGE MEALS

MEALS

GARAGE

GARAGE

LIVING

KITCHEN

LIVING

KITCHEN

DECK

SINGLE POWER POINT - 300 HIGH

CEILING LIGHT POINT - 25 WATT MAX

DOUBLE POWER POINT - 300 HIGH

EXHAUST FAN TO EXTERNAL AIR 10m3/ Hr

SINGLE POWER POINT 1100 HIGH

IXL TASTIC 2 HEAT LAMPS 1 LIGHT - 15 WATT MAX

DOUBLE POWER POINT 1100 HIGH

ENTRY

POR

POR

SINGLE POWER POINT 1500 HIGH DOUBLE POWER POINT 1500 HIGH

WALL MOUNTED LIGHT - 20 WATT MAX

-

-

HEATING AND COOLING UNITS, GARAGE POWER POINTS, POOL EQUIPMENT, OUTDOOR POWER POINTS, LIGHTING AND LAUNDRY. SUPPLY AND INSTALL TV ANTENNA TO MANUFACTURERS SPECIFICATION WITH CONNECTION TO ALL NOMINATED POINTS. INSURE POWER POINT AT EACH TV ANTENNA LOCATION. SUPPLY POWER POINT TO DISHWASHER LOCATION, COOKTOP, WALL OVEN, RANGEHOOD, FRIDGE RECESS, WASHING MACHINE AND APPLIANCE CUPBOARD LOCATIONS.

-

-

POR

TW

LOW VOLTAGE IC-4 DOWN LIGHT - 10 WATT MAX

WP

WATER PROOF FITTING

CPP PL

CEILING POWER POINT PENDANT LIGHT POINT - 25 WATT MAX FLUORESCENT LIGHT - 50 WATT MAX

VACUUM POINT

SMOKE DETECTOR -

ENTRY

EXTERIOR FLOOD LIGHT - 150 WATT MAX

PHONE POINT TELEVISION POINT

NOTES: PROVIDE LIGHT AND POWER WITHIN ROOF SPACE NEAR ACCESS POINT FOR HEATER AND FUTURE COOLING UNIT. CONFIRM HEATER LOCATION. PROVIDE POWER FOR DUCTED VACUUM SYSTEM, INSTALLED TO MANUFACTURERS SPECIFICATIONS. PROVIDE INSTALLATION OF ALARM UNIT AND SENSORS, INCLUDING POWER AND PHONE CONNECTION AT MAIN UNIT LOCATION TO BE ADVISED BY CLIENT. PROVIDE SEPARATE CIRCUITS FOR KITCHEN APPLIANCES,

ENTRY

TWO WAY SWITCH

CEILING FAN WITH LIGHT 25 WATT MAX

Revisions

PROVIDE POWER FOR HOT WATER SERVICE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PROVIDE POWER FOR WATER TANK PUMP SYSTEMS AT TANK LOCATION. PROVIDE POWER TO THE GARAGE CEILING FOR AUTOMATIC DOOR UNIT AND ROOF TOP STORAGE AREA. PROVIDE POWER FOR SPA BATH PUMP.

REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

GROUND FLOOR ELECTRICAL PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

E01 REV-C

16

PRODUCED BY AN AUTODESK STUDENT VERSION

PRELIMINARY

NOT FOR CONSTRUCTION REV-

BED 3

BED 1

BATH

ENS BED 2 WIR

ENS

BED 2

BATH

ENS

BATH

BATH

ENS

WIR

WIR

BED 2

BED 2

SITTING

SITTING

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

HALLWAY

BED 1

Date:

BED 1

BED 1

BED 3

UNIT 01 LIGHTING POWER DENSITY

AREA: 132.4 m 2 TOTAL CLASS 10 = AREA: 22.9 m 2

MAXIMUM: 662 WATTS MAXIMUM: 68.7 WATTS

TOTAL: 410 WATTS TOTAL: 50 WATTS

TOTAL CLASS 01 =

AREA: 99.9 m 2 TOTAL CLASS 10 = AREA: 23.4 m 2

MAXIMUM: 499.5 WATTS MAXIMUM: 70.2 WATTS

TOTAL: 320 WATTS TOTAL: 50 WATTS

TOTAL CLASS 01 =

AREA: 99.9 m 2 TOTAL CLASS 10 = AREA: 23.4 m 2

MAXIMUM: 499.5 WATTS MAXIMUM: 70.2 WATTS

TOTAL: 320 WATTS TOTAL: 50 WATTS

TOTAL CLASS 01 =

MAXIMUM: 659 WATTS MAXIMUM: 68.7 WATTS

TOTAL: 390 WATTS TOTAL: 50 WATTS

TOTAL CLASS 01 =

UNIT 02 LIGHTING POWER DENSITY

UNIT 03 LIGHTING POWER DENSITY

SINGLE POWER POINT - 300 HIGH

CEILING LIGHT POINT - 25 WATT MAX

DOUBLE POWER POINT - 300 HIGH

EXHAUST FAN TO EXTERNAL AIR 10m3/ Hr

SINGLE POWER POINT 1100 HIGH

IXL TASTIC 2 HEAT LAMPS 1 LIGHT - 15 WATT MAX

DOUBLE POWER POINT 1100 HIGH SINGLE POWER POINT 1500 HIGH

TWO WAY SWITCH

LOW VOLTAGE IC-4 DOWN LIGHT - 10 WATT MAX

WP

WATER PROOF FITTING

CPP PL

CEILING POWER POINT PENDANT LIGHT POINT - 25 WATT MAX FLUORESCENT LIGHT - 50 WATT MAX

VACUUM POINT

SMOKE DETECTOR

CEILING FAN WITH LIGHT 25 WATT MAX

WALL MOUNTED LIGHT - 20 WATT MAX

-

-

HEATING AND COOLING UNITS, GARAGE POWER POINTS, POOL EQUIPMENT, OUTDOOR POWER POINTS, LIGHTING AND LAUNDRY. SUPPLY AND INSTALL TV ANTENNA TO MANUFACTURERS SPECIFICATION WITH CONNECTION TO ALL NOMINATED POINTS. INSURE POWER POINT AT EACH TV ANTENNA LOCATION. SUPPLY POWER POINT TO DISHWASHER LOCATION, COOKTOP, WALL OVEN, RANGEHOOD, FRIDGE RECESS, WASHING MACHINE AND APPLIANCE CUPBOARD LOCATIONS.

-

-

Revisions

PROVIDE POWER FOR HOT WATER SERVICE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PROVIDE POWER FOR WATER TANK PUMP SYSTEMS AT TANK LOCATION. PROVIDE POWER TO THE GARAGE CEILING FOR AUTOMATIC DOOR UNIT AND ROOF TOP STORAGE AREA. PROVIDE POWER FOR SPA BATH PUMP.

REV-A 17.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION REV-B 30.10.2019 ISSUE FOR TENDER, NOT FOR CONSTRUCTION DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

REV-C 14.11.2019 CANOPY ROOF CHANGES; ISSUE FOR TENDER, NOT FOR CONSTRUCTION

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PRODUCED BY AN AUTODESK STUDENT VERSION

DOUBLE POWER POINT 1500 HIGH NOTES: PROVIDE LIGHT AND POWER WITHIN ROOF SPACE NEAR ACCESS POINT FOR HEATER AND FUTURE COOLING UNIT. CONFIRM HEATER LOCATION. PROVIDE POWER FOR DUCTED VACUUM SYSTEM, INSTALLED TO MANUFACTURERS SPECIFICATIONS. PROVIDE INSTALLATION OF ALARM UNIT AND SENSORS, INCLUDING POWER AND PHONE CONNECTION AT MAIN UNIT LOCATION TO BE ADVISED BY CLIENT. PROVIDE SEPARATE CIRCUITS FOR KITCHEN APPLIANCES,

TW

PHONE POINT TELEVISION POINT

UNIT 04 LIGHTING POWER DENSITY

EXTERIOR FLOOD LIGHT - 150 WATT MAX

AREA: 131.8 m 2 TOTAL CLASS 10 = AREA: 22.9 m 2

CALCULATIONS BASED ON GENERAL WATTAGES AND NUMBER OF INDIVIDUAL INTERNAL LIGHTING FIXTURES AS PER THE ENDORSED ELECTRICAL PLAN.

DATE

SCALE

SEP 2019

1:100@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6092

FIRST FLOOR ELECTRICAL PLAN UNIT DEVELOPMENT 52 REGENT STREET, PRESTON

E02 REV-C

17

DRAWING SCHEDULE

GENERAL NOTES:

ROOF TRUSSES:

LIGHTING:

THE OWNER / BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BYLAWS AND TOWN PLANNING REQUIREMENTS.

ALL ROOF TRUSSES ARE TO BE CONSTRUCTED AND ASSEMBLED AS PER THE MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION.

1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-2009 2. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2016

STAIRS, LANDINGS & BALUSTRADES:

SMOKE ALARMS:

1. STAIRS, STAIRWAYS AND BALUSTRADES TO COMPLY WITH BCA 3.9.1 AND 3.9.2.

STAIR REQUIREMENTS: (OTHER THAN SPIRAL STAIRS) RISERS 190MM MAXIMUM, 115MM MINIMUM; GOING 355MM MAXIMUM; 240MM MINIMUM; PRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS), RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. 2.PROVIDE NONSLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSING. ENSURE MAXIMUM GAP BETWEEN RISERS NOT TO EXCEED 125MM OR USE CLOSED RISES. PROVIDE CONTINUOUS HANDRAIL 1000MM MINIMUM. 3.HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. 865MM MINIMUM HEIGHT HANDRAIL ABOVE STAIR NOSING AND LANDINGS. 4.MAXIMUM OPENING BETWEEN BALUSTERS NOT TO EXCEED 125MM. CONTINUOUS HANDRAIL TO BE INSTALLED TO ONE SIDE OF STAIR COMPLIANT WITH PART 3.9.2.4 OF THE BCA 2016

1. LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-2014 AND PART 3.7.2 OF THE BCA 2016 AND SHALL BE HARD WIRED WITH BATTERY BACKUP.

A01

REV-D

TITLE PAGE

MASONRY:

A02

REV-D

SITE PLAN

A03

REV-D

PROPOSED GROUND FLOOR PLAN

A04

REV-D

PROPOSED FIRST FLOOR PLAN

A05

REV-D

ELEVATION

A06

REV-D

ELEVATION

A07

REV-D

SECTION AND DETAILS

A08

REV-D

WINDOW SCHEDULE

A09

REV-D

WINDOW SCHEDULE

DM01

REV-D

DEMOLITION PLAN - GROUND FLOOR

DM02

REV-D

DEMOLITION PLAN - FIRST FLOOR

E01

REV-D

ELECTRICAL LAYOUT - GROUND FLOOR

E02

REV-D

ELECTRICAL LAYOUT - FIRST FLOOR

THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT OF PLANNING AND DESIGN, FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF PLANNING AND DESIGN DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE. THE APPROVAL BY PLANNING AND DESIGN OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT, AND WHERE APPLICABLE, THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION. DO NOT SCALE THIS DRAWING - FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS AND CONTRACTORS TO VERIFY ALL DIMENSIONS, LEVELS, BUILDING ENVELOPES, AREAS AND SPECIFICATIONS PRIOR TO THE ORDERING OF ANY MATERIALS OR THE COMMENCEMENT OF ANY WORKS. IF DISCREPANCIES OCCUR CONTACT THIS OFFICE IMMEDIATELY. -ALL MEASUREMENTS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. ALL SITE LEVELS ARE IN METERS, UNLESS OTHERWISE INDICATED. -THE BUILDER MUST TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF NEW AND EXISTING STRUCTURES DURING ALL CONSTRUCTION WORKS. -THE BUILDER MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ALL PERSONS WITHIN THE BUILDING SITE. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DRAWINGS DENOTED WITH "DRAFT" OR "PRELIMINARY" ARE STRICTLY ONLY FOR USE BETWEEN THIS OFFICE AND THE CLIENT. THESE DRAWINGS ARE NOT FOR PERMIT APPROVAL, QUOTATION OR TO BE USED BY BUILDERS. WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERS DRAWINGS, SPECIFICATIONS AND COMPUTATIONS AND ALL OTHER DOCUMENTATION PROVIDED. THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES.

LIGHTING: 1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-2009 2. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2016

GENERAL 1. ARCHITECTURAL PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS, DRAWINGS, AND SOIL REPORTS 2. FOOTING TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT 3. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES 4. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS. 5. THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.

GLAZING: GLAZING SHALL COMPLY WITH AS1288-2006 & AS2047 WITH SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES: 1. ALL ROOMS WITHIN 500MM VERTICAL OF THE FLOOR 2. BATHROOMS WITHIN1500MM VERTICAL FROM THE BATH BASE 3. LAUNDRY WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS 4. DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS ALL GLAZING SPECIFICATIONS TO BE IN ACCORDANCE WITH THE APPROVED THERMAL ASSESSMENT. BUILDER TO CONFIRM WINDOW SPECIFICATION PRIOR TO PLACING ORDER WITH MANUFACTURER.

STRUCTURAL REQUIREMENTS: -NO FOOTINGS ARE TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. ALL CONCRETE FOOTINGS AND FOUNDATION WORK MUST BE IN ACCORDANCE WITH AS.2870, AND MUST BE READ STRICTLY IN CONJUNCTION WITH THE RELEVANT SOIL REPORT AND ENGINEERING DOCUMENTATION PROVIDED. CONCRETE WORKS MUST COMPLY WITH THE ENGINEERS DOCUMENTATION, AND BE IN ACCORDANCE WITH AS.3600.

-ALL MASONRY CONSTRUCTION TO COMPLY WITH AS.3700 AND THE BUILDING CODE OF AUSTRALIA. -ALL DAMP PROOF COURSES AND FLASHINGS MUST BE IN ACCORDANCE WITH AS.2904.

-STRUCTURAL STEEL WORK MUST BE IN ACCORDANCE WITH AS.4100.

-ALL TIMBER FRAMING MUST BE IN ACCORDANCE WITH AS.1684. PROVIDE DOUBLE STUDS TO ALL OPENINGS GREATER THEN 1500mm.

-PROVIDE BRACING TO ALL INTERNAL AND EXTERNAL WALLS AS PER AS.1684.

SUB- FLOOR VENTS TO PROVIDE A RATE OF 7500mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF EXTERNAL MASONRY WALL AND 22000mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF INTERNAL DWARF WALLS. ALL SUB-FLOOR PLYNTH BOARDS TO BE LOCATED BELOW THE LEVEL OF THE BEARER. CONVENTIONAL TIIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAILS & COMPUTATIONS PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOORS WITH STRIP FLOORING AND 200mm FOR FLOORS WITH PARTICLE BOARD FLOORING. REFER TO PART 3.4.1 DIAGRAM B OF TH BCA 2009 FOR SUB-FLOOR VENTILATION DETAILS.

OTHER GENERAL NOTES: (SA) DENOTES THE LOCATION OF SMOKE ALARMS. THESE ARE TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS.3786. THE SMOKE ALARM SHALL BE HARD WIRED WITH A BATTERY BACK-UP. (EF) DENOTES THE LOCATION OF EXHAUST FANS. DUCT ALL EXHAUST FANS TO OUTSIDE AIR WHERE POSSIBLE OR, AN EXHAUST FAN OF RATING 140/S MIN TO BE DISCHARGED INTO A VENTILATED ROOF SPACE WITH MIN 1000mm HORIZONTAL DUCT - IN ACCORDANCE WITH AS.1668. EXTERNAL DISCHARGE RATE MINIMUM 25I/S.

THRESHOLDS:

SANITARY COMPARTMENT DOORS MUST EITHER - OPEN OUTWARDS, SLIDE OR BE READILY REMOVABLE FROM THE OUTSIDE UNLESS A MINIMUM CLEARANCE OF 1200mm BETWEEN THE DOOR AND THE PAN IS ACHIEVED.

IF THE THRESHOLD SILL OF THE DOORWAY IS GREATER THAN 190MM ABOVE THE FINISHED SURFACE OF THE GROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THE DOOR LEAF, OR 900MM WIDE X 900MM LONG, WHICHEVER IS GREATER.

SUB FLOOR:

INSULATION:

ALL SUB-FLOOR CONSTRUCTION AS PER ENGINEERS DESIGN & SPECIFICATIONS. REFER TO ENGINEERS DRAWINGS AND COMPUTATIONS.

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH APPROVED STAMPED PLANS WHICH HAVE BEEN ASSESSED BY AN ACCREDITED THERMAL ASSESSOR. PROVIDE INSULATION AND GLAZING SPECIFICATIONS AS PER THE THERMAL ASSESSMENT REPORT.

FLOORING:

BCA AND STANDARDS - GENERAL ALL WORKS SHALL COMPLY WITH THE BCA 2016 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIAN STANDARD: A.S 1288-2006 - GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONS A.S 1562-1992 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. PART 1 METAL A.S 1684.2-2010 - NATIONAL TIMBER FRAMING CODE A.S 1170-2007 - STRUCTURAL DESIGN ACTIONS A.S 1860-1998 - INSTALLATION OF PARTICALBOARD FLOORING A.S 2047-1999 - WINDOWS IN BUILDINGS SELECTIONS AND INSTALLATIONS A.S 2049- 2002 - ROOF TILES A.S 2050-2002 - INSTALLATION OF ROOFING TILES A.S 2870-2011 - RESIDENTIAL SLABS AND FOOTING CONSTRUCTION A.S 2904-1995 - DAMP PROOF COURSES AND FLASHINGS A.S 3500.3,5 - DRAINAGE AND PLUMBING A.S 3600- 2009 CONCRETE STRUCTURES A.S 3660.1- 2000 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES PART1 NEW BUILDINGS A.S 3700-2011 - MASONRY STRUCTURES A.S 3740-2010 & BCA PART 3.8.1 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS A.S 3786-2014 - SMOKE ALARMS A.S 4100-1998 - STEEL STRUCTURES A.S 4256-1994/96 PLASTIC ROOF AND WALL CLADDING MATERIALS A.S 4654-2012 WATERPROOFING MEMBRANES

1. MASONRY TO COMPLY WITH AS3700-2011 OR AS4773.1-2010 & AS4773.2-2010 2.PROVIDE WALL TIES TO BRICKWORK AS PER 3.3.3.2. BCA. GENERALLY WALL TIES TO BE 600MM CTRS IN EACH DIRECTION FOR CAVITY MASONRY, FOR MASONRY VENEER: 600X450 FOR 450 STUD WALLS AND 600X600 FOR 600 STUD WALLS AND WITHIN 300MM OF ARTICULATION JOINTS. 3.PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000MM CTRS IN EACH DIRECTIONS AND WITHIN 300MM OF ARTICULATION JOINTS 2200MM SQ. CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS 4. SPACING OF WALL TIES TO TOP AND SIDES OF OPENING TO BE HALVED.

TERMITE AND CORROSION PREVENTION: WHERE THE BUILDING IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO THE UNDERSIDE OF THE BUILDING AND THE PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK, AS PER AS.3660.1 PROVIDE CORROSION PROTECTION OF BUILT IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELF ANGLES, CONNECTORS AND ACCESSORIES IN ACCORDANCE WITH BCA VOL.2 TABLE 3.3.3.2.

PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA VOL.2 TABLE 3.5.1.

FLOOR FINISHES AS SELECTED BY CLIENT. FB. TIMBER FLOOR BOARDS TILE. TILE FLOORING PC. POLISHED CONCRETE CP. CARPET CONC. EXPOSED CONCRETE TO CLIENTS SPECIFICATION

FOR BUILDINGS IN AREAS LESS THAN 1KM FROM BREAKING SURF OR LESS THAN 100M FROM SALTWATER NOT SUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS WALL TIES SHALL BE EITHER: GRADE 316 OR 316L STAINLESS STEEL, OR ENGINEERED POLYMER TIES.

BUSHFIRE DESIGN INFORMATION: THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH THE BUSHFIRE ASSESSMENT REPORT FOR THE SITE. THIS REPORT REFERS TO AS.3959.2009, WHICH SPECIFIES THE NECESSARY CONSTRUCTION METHODS AND MATERIALS REQUIRED FOR EACH SITE. IF THE DRAWING SPECIFICATIONS DO NOT CORRELATE WITH THE BUSHFIRE REPORT - CONTACT THIS OFFICE IMMEDIATELY.

FRAMING MUST BE IN ACCORDANCE WITH AS.1684.

BOTTOM PLATE90x45 MGP10 STUDS-90x45 MGP10 AT 450 CTRS JAMB STUDS- 2 / 90x45 MGP10 NOGGINS70x35 MGP10 AT 1350 CTRS MAX TOP PLATE- 2 / 90x45 MGP10 LINTELS TO ENGINEERS DESIGN AND SPECIFICATION.

ROOF FRAMING:

STORM WATER AND DRAINAGE: STORMWATER SHALL COMPLY WITH AS/NZS3500.3-2003 1. STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY 2. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS INSPECTION OPENINGS TO BE AT 9000mm CTRS AND AT EACH CHANGE OF DIRECTION. PROVIDE 100mm DIA UPVC PIPES PROVIDE 75mm DIA DOWNPIPES PROVIDE A MINIMUM FALL GRADIENT OF 1:100 BASE OF PIPES TO HAVE CRUSHED ROCK WITH A MINIMUM OF 50mm COVER. THE COVER TO UNDERGROUND STORM WATER DRAINS TO BE NOT LESS THAN: 100mm UNDER SOIL 50mm UNDER PAVED OR CONCRETE AREAS 100mm UNDER UN-REINFORCED CONCRETE OR PAVED DRIVEWAYS 75mm UNDER REINFORCED CONCRETE DRIVEWAYS ALL BOX GUTTERS TO BE A MINIMUM OF 100mm x 200mm UNLESS OTHERWISE SPECIFIED - 1:100 GRADE MINIMUM - ADJUST TO SUIT ON SITE. SEWER AND SEPTIC SYSTEMS TO BE IN ACCORDANCE WITH AS.3500 ALL SURFACE WATER RUN-OFF MUST BE CONTAINED WITHIN THE PROPERTY BOUNDARIES AND DISCHARGED TO THE STORM WATER SYSTEM. THE BUILDER AND SUB-CONTRACTOR SHALL ENSURE THAT ALL STORM WATER DRAINS, SEWERS AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM.

WATERPROOFING: WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, LAUNDRIES AND SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS.3740-2010 - WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS.

VENTILATION: 1. MECHANICAL VENTILATION TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF THE BCA 2.PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING OR 300MM WHERE IN TERMITE PRONE AREA SUB FLOOR VENTS TO PROVIDE A RATE OF 6000MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL MASONRY WALL A

ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION. ROOF BATTENS: 38x75 F8 HW AT 330 CTRS (TILE) 38x75 F8 HW AT 900 CTRS (COLORBOND) 38x75 F8 HW AT 900 CTRS (KLIP-LOK)

EXTERNAL FINISHES: EXTERNAL FINISHES AND COLOURS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS. ALL MATERIALS AND FINISHES TO CLIENTS SPECIFICATION. ALL MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND AUSTRALIAN STANDARDS.

INTERNAL WALL FINISHES: 10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL WALLS) 10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL CEILINGS) CLIENT TO SELECT SQUARE FINISH OR CORNICE FOR EACH ROOM.

WET AREAS: 1. ALL WET AREAS TO COMPLY WITH PART 3.8.1 BCA VOL. 2 AND AS3740-2010. WALL FINISHES SHALL BE WATER RESISTANT TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL. 2. TIMBER FLOORS INCLUDING PARTICLEBOARD AND PLYWOOD IN AREAS ADJACENT TO BATHS AND SPAS AND OUTSIDE SHOWER AREAS TO BE WATERPROOFED AS PER PART 3.8.1 BCA VOL. 2 AND AS3740-2010.

WINDOWS: ALL WINDOW SIZES, TYPES AND COLORS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS. WINDOW MEASUREMENTS INDICATED MAY VARY FROM THE WINDOW MANUFACTURERS SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE NOMINATED MEASUREMENTS WITH CLOSE PROXIMITY. WINDOW SIZES TO BE VERIFIED ON SITE BEFORE PLACING ORDER WITH MANUFACTURER. IF ANY DISCREPANCIES ARE FOUND, PLEASE CONTACT THIS OFFICE IMMEDIATELY. BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CLASH WITH ANY MOLDS OR EAVES PRIOR TO PLACING ORDER WITH MANUFACTURER. ALL GLAZING MUST COMPLY WITH AS.1288 "OBS" DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT UNLESS OTHERWISE STATED. "CHK" DENOTES A WINDOW MEASUREMENT WHICH NEEDS TO BE CONFIRMED ONSITE BY THE BUILDER AND WINDOW MANUFACTURER PRIOR TO ORDERING. "a.f.l" DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL. "REST" DENOTES A WINDOW WITH RESTRICTED OPENNABILITY OF 100mm MAX "SCRN" DENOTES A WINDOW WHICH REQUIRES A FIXED SCREEN FROM SILL TO 1.7m a.f.l AT 25% VISIBILITY MAX AND IN ACCORDANCE WITH STANDARD B22 OF RESCODE. ALL WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE UNLESS OTHERWISE STATED.

Revisions REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

DWG TITLE

AREA SCHEDULE:

WALL FRAMING: CORROSION:

DWG No. REVISION No.

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

EXISTING HOUSE GRD FLR (INTERNAL AREA) External covered areas (Verandah, BBQ) GARAGE: FIRST FLR AREA FIRST FLR BALCONY

175.6 m 2 33.7 m 2 62.3 m 2 156.9 m 2 16.8 m 2

TOTAL BUILDING AREA:

445.3 m 2

47.9 SQ

PROPOSED HOUSE GRD FLR (INTERNAL AREA) External covered areas (Verandah, BBQ) GARAGE: FIRST FLR AREA FIRST FLR BALCONY

186.1 m 2 87.3 m 2 62.3 m 2 205.8 m 2 16.8 m 2

TOTAL BUILDING AREA:

60.1 SQ

558.3 m 2

HABITABLE FLOOR AREA INCREASED

59.4 m 2

SITE 896.0 m 2 37.5% 335.7 m 2

SITE AREA: SITE COVERAGE: DATE

SCALE

APR 2019 1:100 @ A1

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

TITLE PAGE ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE POINT COOK

A01

REV- D

18

OSE

E CL PPHIR

SA

SA

nom 7395

7395 Existing building line

nom

2325 UP

LIVING

Existing roof line

nom

2870 nom

KITCHEN

BBQ

Existing roof

1935 POS nom

dp

TR. Exs. Pitch

LIVING EASEMENT

nom

3735

5380 nom

nom

dpS

TR. 22.5° Pitch

dpS

Exs. Pitch TR.

Existing roof

RH

dp

Extended roof line

Proposed verandah below Existing balcony

dpS

KL @ 2°

5380 nom RH

dp Proposed 300mm box gutter

10510 nom 9365 nom

9420 no PROPOSED DECK

Proposed new roof

4000

10535 nom

TR. 22.5° PITCH

TR. 22.5° Pitch

proposed roof

LEGEND

400mm HEIGHT ABOVE N.G.L

POS

TR. 22.5° PITCH

2700

m

4000

9350 nom

nom

9965 nom

PROPOSED FLOOR SLAB EXTENSION

6240

2870 nom

dp

dpEX Existing roof

PROPOSED VERANDAH

9420 no m

TR. 22.5° PITCH

Existing roof line

dpEX

TR. 22.5° PITCH

TR. 22.5° PITCH

TR. Exs. Pitch

c

3735

TR. 22.5° PITCH

dp

L'DRY

POS nom

dp

EASEMENT

nom

2540

ENTRY

KL

EASEMENT

POS

10535 nom

BER FEN CE H TIM M HIG SED 1.8 PRO PO

1935

nom

nom

2325

TR. Exs. Pitch

dp

UP

dp

3640

dp

RH

TR.

Existing roof RH.EX

nom

2870 nom

Proposed valley gutter

proposed Valley gutter Existing box gutter

1980

GARAGE

BATH

BED 5

nom

HWS

EXISTING DRIVEWAY

Extended roof line

FIRST FLOOR ABOVE

dp

6400

RH.EX

RH

5.5W X 2.4H GARAGE DOOR

nom

nom

5585

nom

2870 nom

5865

nom

6400

nom

5585

1980

POS

EXISTING DRIVEWAY

PORCH

POS

4815

nom

POS

4815

5865

POS

OSE

E CL PPHIR

Proposed roof extension dpEX Existing down pipe retained Proposed down pipe dp

PROPOSED DECK

Rh.Ex Existing rain head

retained

RH

3490

3070

EASEMENT

SITE PLAN

STORMWATER IS TO BE DISCHARGED FROM THE ALLOTMENT VIA A PRIVATE HOUSE DRAIN PIPELINE CONNECTED TO COUNCIL'S BARREL DRAIN OR PIT; TO THE COUNCIL STANDARDS AND SATISFACTION

ROOF PLAN

SCALE: 1:100

Proposed rain head

SCALE: 1:100

Revisions REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

DATE

SCALE

DRAWN BY CHECKED BY PROJECT No.

APR 2019 1:100 @ A1

H.S.

C.M

6187

SITE PLAN ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE POINT COOK

A02 REV- D

19

VG

TIMBER STUD FRAMING BRICKWORK BRICK-VENEER WALL STRUCTURAL BLOCKWORK RETAINING WALL - REF ENG 100mm FOAM ON STUD 400w x 150d VALLEY GUTTER

AJ. BG RH dp dpS FW

ARTICULATION JOINTS 300w x 150d BOX GUTTER RAINWATER HEAD DOWN PIPE DOWN PIPE WITH SPREADER FLOOR WASTE EXHAUST3 FAN TO EXTERNAL AIR 10m / Hr SMOKE ALARM

KL. TR.

1820

W18 EX.

HOT WATER SERVICE LIFT OFF HINGES SELECTED TILE FLOORING SELECTED TIMBER FLOORING SELECTED CARPET SELECTED TIMBER DECKING BEAM TO ENGINEERS DESIGN & SPECIFICATION KLIP-LOK ROOFING AT 2° MIN PITCH TILE ROOFING PITCH VARIES

2170 nom

EQ

150

240

5420 nom

EQ

150

240

240

240 PORCH

GARAGE

9690 nom

GARAGE

9210 nom

6060 nom

2280 nom

240

19035 nom

LIVING / KIT

ALL EXISTING DIMENSIONS TO BE VERIFIED AT SITE BY BUILDER.

LEGEND EXISTING WALLS PROPOSED WALLS

2300 RH

240 1500 nom 240

Wooden deck installed as per manufacturer's specifications (50 mm down from ground FFL)

Proposed column

Proposed column (150 x 150 mm)

BUILDER TO PROVIDE TEMPORARY SUPPORT TO ANY DEMOLISHED LOAD BEARING WALLS AND WATERPROOFING TO THE EXISTING STRUCTURE DURING CONSTRUCTION.

Proposed wall cladding to bbq back wall. Builder to ensure the cladding thickness to be flush with external brick wall (adjacent).

5380

W11 EX.

ARTICULATION JOINTS AS PER AS3700-2011

6065 nom

PROPOSED VERANDAH 50 mm down from ground FFL (Levels to be confirmed at site) Timber Decking

Proposed column (150 x 150 mm)

5340 nom

dp 600

BUILDER TO MAKE GOOD ALL FINISHES WHERE EXISTING STRUCTURE MEETS NEW STRUCTURE.

Proposed column aligned with existing column 2420

1000 nom

W17 EX.

dp

5105 nom

REFER ENGINEER'S DRAWINGS FOR PROPOSED OR MODIFIED LINTEL BEAMS DETAILS.

BBQ

paving

Existing column

4480 nom

ENGINEER TO JUSTIFY THE STRUCTURAL INTEGRITY OF THE EXISTING DWELLING PRIOR TO THE COMMENCEMENT OF WORKS.

BUILDER TO PROVIDE TEMPORARY SUPPORT AND WATERPROOFING TO THE EXISTING STRUCTURE DURING CONSTRUCTION.

2280 nom

BBQ 2.4 X 2.2

W19 EX.

4765

Existing column PATIO Timber decking

240

NOTE: ALL WINDOWS MARKED WITH EX. OPENING SIZE IS EXISTING WINDOW IS REPLACED WITH ALUMINIUM DOUBLE GLAZED WINDOW.

240

EX.

7065 nom

EX.

PORCH

Existing level / paving to be retained.

EX.

W16 EX.

9740 nom 390 nom LIVING

TITLE

240 6885 nom

DW

UP

EX.

O/V

W13 EX.

7280 nom

HWS LOH TILE. FB. CP. TD. BEAM.

W20 EX.

LIVING FB

EX.

240

240

90 1000

LEGEND

Changed location and orientation of existing staircase.

Builder to confirm stability and feasibility at site.

Refer Engineers drawing.

150

600

90 240

1000

EX.

W14

KITCHEN FB 300mm bulkhead

LIVING FB

240

2655 nom

P/S

EX.

800

Existing post to support upper level

W10 EX.

Living (extension)

dp

GARAGE (Existing)

W12 EX.

W08

2560 nom

Outline of first floor above

A

Outline of first floor above

Existing window to be closed with wall

Proposed new kitchen and cabinetry 2140

Proposed concrete slab to match with existing slab level. Refer engineer's drawing and specification

90

Existing wall modified to make garage door in center

900

Proposed new wall and door

Existing post to support upper level

240

RH

1215

90

W22

STO UNDER STAIR

ROBE P/S

DINING FB

nom

Proposed column, refer engineer's drawing and spec.

EX.

1000

EX. W05

W07

Proposed new wall

Distribution board

UP

Existing column to be retained 3735

Meter box

ENTRY

New full ht C/B 685 nom

L'DRY / KIT TILES 820 EX.

KITCHEN

5425 nom

8950 nom

PORCH

240 600

ref.

WM / DRY

c

dpEX

2420 nom

5.5W X 2.4H GARAGE DOOR

920

EX.

EX.

90

EX.

nom

LIVING / KIT

11490 nom

1935

LIVING / DIN

EX.

dp

nom

BATH TILES

240

GARAGE

LIVING

815

Existing floor level to be retained W01 EX.

2415

3265 nom STAIR

90 1300

90 890 90

240

240 2320 nom

BED 5

3300 nom 90 2450 nom

BED 5 FB

2000L MIN CAPACITY WATER TANK TO BE CONNECTED TO ALL SANITARY FLUSHING.

L'DRY / KIT

90

DINING

2905 nom

240

HWS

2325

6105 nom

EX. W02

dp

W06 EX.

90

EX. W03

7930 nom

5420 nom

2450 nom

390 300

TIT

240

1355 nom

EX. W04

90

W21

RH.EX

nom

1800 nom

W15

6435 nom

90 90 390

Existing column Proposed new window 1980

5930 nom 2995 nom

19035 nom

7040 nom

5570 nom Proposed column, refer engineers' drawing.

AND HARDWIRED WITH BATTERY BACKUP

240

90

L'DRY / KIT

LE

BATH

Proposed new window and door

1900 nom

240

2710 nom

RB

240 1600 nom 240

OUTSIDE

· SMOKE DETECTORS TO BE INTERCONNECTED

1915 nom

240

90

1890 nom

90 900 90 900 90

· ALL EXHAUST FANS TO DISCHARGE DIRECTLY TO

6915 nom

BED 5

2300 nom

10310 nom

EASEMENT

600 90

3130 nom

BOU

2985

NDA

RY

240 3300 nom

2870 nom

2070 nom

300

6380 nom

A

1370 nom

BOUNDARY

21410 nom 1280 nom

90

1500 nom

5900 nom

REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments

©

dpS

Proposed down pipe spreader

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

Proposed rain head Proposed floor extension

2870

Revisions

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

Proposed down pipe

2510

REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS

NORTH

dp

RH

21410 nom

DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

Existing down pipe retained

Rh.Ex Existing rain head retained

150

11140 nom 3740 nom

dpEX

DATE

SCALE

APR 2019 1:100 @ A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

PROPOSED GROUND FLOOR PLAN ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE, POINT COOK

A03 REV- D

20

18760 nom

Proposed walls

Proposed walls

90

3300 nom

90 600

3300 nom

90

5105 nom

VG

TIMBER STUD FRAMING BRICKWORK BRICK-VENEER WALL STRUCTURAL BLOCKWORK RETAINING WALL - REF ENG 100mm FOAM ON STUD 400w x 150d VALLEY GUTTER

AJ. BG RH dp dpS FW

ARTICULATION JOINTS 300w x 150d BOX GUTTER RAINWATER HEAD DOWN PIPE DOWN PIPE WITH SPREADER FLOOR WASTE EXHAUST3 FAN TO EXTERNAL AIR 10m / Hr SMOKE ALARM

HWS LOH TILE. FB. CP. TD. BEAM.

KL. TR.

HOT WATER SERVICE LIFT OFF HINGES SELECTED TILE FLOORING SELECTED TIMBER FLOORING SELECTED CARPET SELECTED TIMBER DECKING BEAM TO ENGINEERS DESIGN & SPECIFICATION KLIP-LOK ROOFING AT 2° MIN PITCH TILE ROOFING PITCH VARIES

90

3860 nom

240

13650 nom

Revisions REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

2975 nom

dpEX

Existing down pipe retained

dp

Proposed down pipe

dpS

Proposed down pipe spreader

240

Rh.Ex Existing rain head retained RH

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

Proposed rain head Proposed floor extension

2870

REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS

NORTH

2900 nom

PROPOSED WALLS

Proposed roof

KL @ 2°

18755 nom

LEGEND

90

LEGEND

RH

2225 nom

1910 90

5380

EXISTING WALLS

Proposed column (150 x 150 mm) dpS

3800 nom 240

TR. 22.5° PITCH

VERANDAH BELOW Proposed roof TR. 22.5° PITCH

11165 nom

4630 nom

ALL EXISTING DIMENSIONS TO BE VERIFIED AT SITE BY BUILDER.

Proposed valley gutter as detail

To Title boundary

90

BUILDER TO PROVIDE TEMPORARY SUPPORT TO ANY DEMOLISHED LOAD BEARING WALLS AND WATERPROOFING TO THE EXISTING STRUCTURE DURING CONSTRUCTION.

W33

A

1150

BOU LE

240

3060 nom

ARTICULATION JOINTS AS PER AS3700-2011

6065 nom

TR. 22.5° PITCH

Existing column

W28 Proposed wall and proposed window (aligned with ground floor studs)

240

BUILDER TO MAKE GOOD ALL FINISHES WHERE EXISTING STRUCTURE MEETS NEW STRUCTURE.

TR. 22.5° PITCH

Proposed wall, external finish to be flush with adjoining existing wall

2345 nom Extension

Existing roof

BUILDER TO PROVIDE TEMPORARY SUPPORT AND WATERPROOFING TO THE EXISTING STRUCTURE DURING CONSTRUCTION.

1150 nom

W27 EX.

W32

7215

51°

90

W29 EX.

dpS

Proposed wall to be aligned with existing external wall of Bed 6

Existing balcony 2.3 X 6.9

MASTER BED FB

dpS

W31

Existing window to be closed with wall.

Proposed wall, external finish to be flush with adjoining dp existing wall

Proposed walls

2205 nom W30 EX.

Existing roof

WIR FB

BED 4 FB

ROBE 2300

BED 2

0

820

BED 3 FB

BED 2 FB

81

WIR FB

9145 nom

ROBE

Existing wall 820

ENGINEER TO JUSTIFY THE STRUCTURAL INTEGRITY OF THE EXISTING DWELLING PRIOR TO THE COMMENCEMENT OF WORKS.

19335 nom

BED 6 FB

820

Proposed new walls and door

EX.

EX.

EX.

Changed location and orientation of existing staircase.

Builder to confirm feasibility at site.

Refer Engineers drawing.

5825 nom

EX.

OPEN STUDY FB

Proposed new walls and door

CH:2700mm

WIR FB

3390 nom

TILE

3435

C

C

BATH

NOTE: ALL WINDOWS MARKED WITH EX. OPENING SIZE IS EXISTING WINDOW IS REPLACED WITH ALUMINIUM DOUBLE GLAZED WINDOW.

90

DN

Existing door to be retained DN

EASEMENT

EX.

EX.

240

dp

TILE

TILE

W.I.R

TIT

EX. W34

EX. W35

W36

90 900 90

W37

BATH

133

°

560 nom

90 1700

ENS

90

WIR

EX.

Proposed wall, external finish to be flush with adjoining existing wall

RH

OPEN STUDY

240

1700

2670 nom

Existing roof

W38

WIR FB

650

2240 nom Extension

W.I.R FB

W26 EX.

4035 nom

90 1100 90

780

BED 6

5175 nom 90

240

TITLE

240 STAIRS

4255 nom

165 1985 90 650 900 nom90

WIR

90

ENS

90 2910 nom 90 6020 nom

STAIRS

W24

dp

dp

90

2110 nom

Proposed timber fascia frame as engineers spec. Refer section A-A' and West Elevation for detail

240

820

3770 nom

nom

600 nom

nom

3860

720

MASTER BED

600 90 1100 90

Window location to be changed

RH.EX

W25

dpEX

90 1100

EX. W23

Proposed wall studs to be aligned with ground floor wall studs

40 24 975

15210 nom

2110 nom

141°

RY

16135 nom

820

1985

165

1355

1980

6240

90

AND HARDWIRED WITH BATTERY BACKUP

90

Proposed valley gutter as detail

DRESSER

NDA

3800 nom BED 6

3420

90

90 915 90

90

4035 nom

2055 nom

2460 nom

BOUNDARY

240

90

2130 nom Extension

90

1890 nom Stairs

BOUNDARY

2055 nom

90

OUTSIDE

· SMOKE DETECTORS TO BE INTERCONNECTED

10010 nom

TITLE

240

2200

820

17715 nom

90

TIT

LE

4305

4075

2370 nom

A

165

BOU

Title boundary corner

NDA

RY

6380 nom

· ALL EXHAUST FANS TO DISCHARGE DIRECTLY TO

2870 nom

DATE

SCALE

APR 2019 1:100 @ A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

PROPOSED FIRST FLOOR PLAN ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE, POINT COOK

A04 REV- D

21

Selected tile roofing pitched at 22.5° in accordance with BCA 3.5.1 Selected gutter & downpipes on colorbond fascia as per AS.3500.

W36

Existing windows location to be changed Existing brick cladding to be painted with smooth render finish.

W37

W35 EX.

W34 EX.

Proposed roof

W38 TR

Proposed glazing in accordance with AS.1288 and AS.2047

Existing cladding to be replaced with Selected timber cladding, installed as per manufacturer's specifications

Selected tile roofing pitched at 22.5° in accordance with BCA 3.5.1 Selected gutter & downpipes on colorbond fascia as per AS.3500.

W23 EX.

Existing cladding to be replaced with Selected timber cladding, installed as per manufacturer's specifications

Extended roof

TR

CL. TC SR

Existing roof Proposed render fascia, refer engineers drawings.

Existing brick cladding to be painted with smooth render finish.

TR

TC

SR

Existing roof

SR1

TR

TR

FFL.

340

TC

2700

W25

W24

CL.

1000

W03 EX.

2730 nom

W02 EX.

5640 nom

W21

FFL.

7350 nom

6155 nom

2600

3550

5905 nom

7820 nom

WEST ELEVATION

SR

3895

GD

2700

W05 EX.

2400

Proposed columns, refer engineers drawings.

W04 EX.

Existing garage door location, size and design to be modified as per proposed elevations

SCALE 1:100

Selected tile roofing in accordance with BCA 3.5.1.

Existing wall painted (Smooth render) Existing roof to be extended at same pitch. Additional roof trusses as per manufacturers design and specifications.

Existing roof TR

TC TC

W26 EX.

Proposed timber pergolas installed as per manufacturer's specifications

Selected tile roofing in accordance with BCA 3.5.1.

Extension

Extension

Proposed render fascia box.

Refer engineers drawings.

Extension

TR

Existing roof

Existing roof

Existing balcony

TR

GD TR

W06 EX.

W07

SR

SMOOTH RENDER FINISH SMOOTH RENDER FINISH WITH SHADOW LINES SELECTED GARAGE DOOR SELECTED TILED ROOF AT 22.5 DEGREE PITCH SELECTED TIMBER CLADDING

TC

ALL WINDOWS MARKED WITH 'EX.' EXISTING WINDOW IS REPLACED WITH ALUMINIUM DOUBLE GLAZED WINDOW, SIZE REMAINS SAME. COLORBOND GUTTERS, FASCIA'S AND DOWNPIPES

CL.

SR EX.

CL. W27

SR

SR SR1

2700

Extension

MATERIAL SCHEDULE:

340

RMAX ORANGE board cladding (CM40039) installed to manufacturers spec' with smooth render finish. To match with existing wall finish levels.

Selected timber cladding installed as per manufacturer's specifications

Existing gutter

Existing roof to be extended at same pitch. Additional roof trusses as per manufacturers design and specifications.

2700

Selected gutter & downpipes on colorbond fascia as per AS.3500.

SR

4020 nom

2865 nom

3490 nom

5905 nom

7450 nom

W22

6255

2600

3550

FFL.

SOUTH ELEVATION

Existing window to be closed with wall

Proposed glazing in accordance with AS.1288 and AS.2047

PROPOSED EXTENSION

SCALE 1:100

Revisions REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS

DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

DATE

SCALE

APR 2019 1:100 @ A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments

PROPOSED ELEVATIONS

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION

ADDITIONS AND ALTERATIONS

REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

2 SAPPHIRE CLOSE, POINT COOK

A05 REV- D

22

RMAX ORANGE board cladding (CM40039) installed to manufacturers spec' with smooth render finish. To match with existing wall finish levels.

RMAX ORANGE board cladding (CM40039) installed to manufacturers spec' with smooth render finish. To match with existing wall finish levels.

Selected gutter & downpipes on colorbond fascia as per AS.3500.

Selected gutter & downpipes on colorbond fascia as per AS.3500.

Extended roof TR

Selected tile roofing in accordance with BCA 3.5.1.

Extended roof to match with existing roof pitch.

Proposed roof

Proposed column

TR

Extended wall

SR

SR

BA

Extended (proposed) wall

Proposed verandah roof

W13 EX.

W10 EX.

W16 EX.

W18 EX.

W17 EX.

EX.

Existing

Proposed column (150 x 150 mm)

2795 nom

Existing door

7820 nom

Existing column

4000 nom

Existing sliding door

C

5905 nom

7465 nom

5905 nom

3140 nom

SR wall

2865 nom

FFL.

SR

CL.

W08

Proposed sliding door

Proposed glazing in accordance with AS.1288 and AS.2047

W31

Proposed verandah roof (Height to match with existing balcony)

Existing balcony

SR

W31

2700

Existing roof TR

W31

FFL.

Proposed column (150 x 150 mm)

2800 nom

Existing tiled roof

W30 EX.

340

W28

2700

CL.

EAST ELEVATION SCALE 1:100

Selected tile roofing in accordance with BCA 3.5.1. To match with existing roof pitch.

Existing window to be closed with wall

SR

RMAX ORANGE board cladding (CM40039) installed to manufacturers spec' with smooth render finish. To match with existing wall finish levels.

Proposed roof

TR

TC

Existing wall to be painted

SR W29 EX.

Proposed verandah roof

Selected timber cladding installed as per manufacturer's specifications

SR1

Proposed verandah roof

BA

SR

SR

CL.

SR SR1 GD TR

FFL.

TC

CL.

Existing wall to be painted

SR W12 EX.

2700

SR

2795

W11 EX.

NORTH ELEVATION

Selected staircase to be flipped on other side

Revisions REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS

DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

SMOOTH RENDER FINISH SMOOTH RENDER FINISH WITH SHADOW LINES SELECTED GARAGE DOOR SELECTED TILED ROOF AT 22.5 DEGREE PITCH SELECTED TIMBER CLADDING

ALL WINDOWS MARKED WITH EX. - EXISTING WINDOW IS REPLACED WITH ALUMINIUM DOUBLE GLAZED WINDOW, SIZE REMAINS SAME. COLORBOND GUTTERS, FASCIA'S AND DOWNPIPES

Existing window to be closed with wall

Existing staircase to be flipped to this side. Builder to ensure feasibility and stability at site. Refer Engineers drawing.

BALUSTRADE TO 1.0m AFL WITH CONTINUOUS HANDRAIL TO SIDE

SCALE 1:100

3550 nom

6255 nom

W20 EX.

5905 nom

Proposed wall cladding to bbq back wall. builder to ensure the cladding thickness to be flush with existing wall adjacent.

7820 nom

2995 nom

7485 nom

5905 nom

3140 nom

FFL.

Proposed column for verandah roof

MATERIAL SCHEDULE:

Existing door to be retained

EX.

Existing balcony and glass balustrade

Selected tile roofing in accordance with BCA 3.5.1.

To match with existing roof pitch.

2700

TR

340

Selected gutter & downpipes on colorbond fascia as per AS.3500.

Selected gutter & downpipes on colorbond fascia as per AS.3500.

Existing roof

Extension

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

PROPOSED EXTENSION

DATE

SCALE

APR 2019 1:100 @ A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments

PROPOSED ELEVATIONS

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION

ADDITIONS AND ALTERATIONS

REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

2 SAPPHIRE CLOSE, POINT COOK

A06 REV- D

23

Existing roof trusses to be removed

Selected tile roofing pitched at 22.5° in accordance with BCA 3.5.1

Existing roof

Selected gutter & downpipes on colorbond fascia as per AS.3500.

TR

TC Existing wall to be retained

Selected tile roofing pitched at 22.5° in accordance with BCA 3.5.1

DETAIL 02

Selected klip-lock roofing roof pitch 2° min

Internal timber framing to AS1684 uno as engineer's design

Existing wall to be removed BED3 Existing truss to be removed

Proposed wall

Internal timber framing to AS1684 uno as engineer's design

WIR

Existing truss and roof tiles to be retained

DETAIL 04 BATH

Existing brick work

DETAIL 03

Roof beams to engineers design & specifications (refer to engineers drawings & computations)

Proposed column as per engineers drawing

Existing wall and door Existing column to be retained Wooden deck installed as per manufacturer's specifications (50 mm down from ground FFL)

Footing for wooden deck as per engineers design (if required)

Proposed floor extension as per engineers design

Existing floor to be retained

LIVING Existing floor slab to be retained (Levels to be confirmed at site)

Proposed beam as per engineers drawing

Existing wall to be retained

2700 nom

Box gutter as per AS.3500.

Proposed flashing Existing fascia gutter to be removed and replaced with valley gutter as per AS.3500.

Proposed beam to engineers design.

Existing lintel beam to be modified as engineers drawing and computations due to new garage door size and location.

GARAGE

Selected tile roofing pitched at 22.5° on hw battens. in accordance with BCA 3.5.1

2700

Proposed window

Existing window to be replaced with new window of same size

FFL.

340

DETAIL 01

CL.

Existing wall to be retained

2700 nom

SR

Roof trusses as per manufactuers design and specifications. computations to be provided prior to frame inspection

Roof trusses as per manufacturers design and specifications manufacturers computations to be provided prior to frame inspection.

CL.

Selected gutter & downpipes on colorbond fascia as per as.3500.

2700

Extension RMAX ORANGE board cladding (CM40039) installed to manufacturers spec' with smooth render finish

Roof trusses as per manufactuers design and specifications. computations to be provided prior to frame inspection

Proposed garage door

Existing floor slab to be retained (Levels to be confirmed at site)

FFL.

SOIL CLASSIFICATION AS PER SOIL REPORT

RMAX ORANGE board cladding (CM40039) installed to manufacturers spec' with smooth render finish

DETAIL 01 SCALE 1:10

SECTION A-A' SCALE 1:100

Proposed flashing as required

150x300 BOX GUTTER ADJUST TO SUIT ON SITE

Existing truss and roof tiles to be retained

KLIP-LOK ROOFING AT 2° PITCH MIN

FLASH AND CAP AS REQUIRED

Existing fascia gutter to be removed and replaced with valley gutter as per AS.3500. Adjust to suit on site. Builder to confirm the feasibility at site.

GRADED BATTENS AT 2° PITCH

Proposed beam as per to engineers drawing

SELECTED LIGHTWEIGHT CLADDING WITH 10mm RENDER

BEAM AS PER ENGINEERS DESIGN & SPECIFICATIONS

DETAIL 02 SCALE 1:20

Existing brick work

DETAIL 04

SCALE 1:10

SCALE 1:20 Revisions REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments

DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

©

Proposed garage door

ROOF BEAMS AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS MANUFACTURERS COMPUTATIONS TO BE PROVIDED PRIOR TO FRAME INSPECTION

DETAIL 03

THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS

Existing lintel beam to be modified as engineers drawing and computations due to new garage door size and location.

REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

DATE

SCALE

@ A3 APR 2019 1:100 VARIES

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

SECTION AND DETAILS ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE, POINT COOK

A07 REV- D

24

2400

F

F

800

900

A

F

W 07

W 08

W 10

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (PROPOSED)

ALUMINIUM FRAMED GLAZED SLIDING DOORS (PROPOSED)

ALUMINIUM FRAMED GLAZED SLIDING DOORS AND WINDOWS (EXISTING )

PATIO

3220

LIVING

600

F

O

F

F

2300

2400

F

900

A

900

2400

2400

HEAD HEIGHT

F

A

1500

1500

600

1500

3000

2400

PATIO

F

2400

DINING

F

F

F

F

O

W 11

W 12

W 13

W 14

W 15

W 16,18

W 17

ALUMINIUM FRAMED GLAZED SLIDING DOORS (EXISTING )

ALUMINIUM FRAMED FIXED WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED FIXED WINDOW (EXISTING )

ALUMINIUM FRAMED FIXED WINDOW (EXISTING )

ALUMINIUM FRAMED GLAZED SLIDING DOORS (EXISTING )

LIVING

KITCHEN

KITCHEN

LIVING

2600

1400

Dependant on concrete frame around garage

2600 1600

Dependant on concrete frame around garage

700 400

1800

HEAD HEIGHT

F

F

1000

EQ 600

EQ

LIVING

600 1200

S

LIVING

930

2100

2400

O

W 06

DINING

1510

2700

F

W 05

BED 5

LIVING

CEILING HEIGHT

F

O

W 03,04

2300

2700

A

2400

1600

A

W 02 BATH

F.F.L

4465

2400

F

A

F.F.L

CEILING HEIGHT

2700

1500

A

1000

A

1000

A

2640

1400

1000

1400

1400

600

1000

2400

HEAD HEIGHT

2700

CEILING HEIGHT

600

F

F.F.L

F

W 19

W 20

W 21

W 22

W 23

ALUMINIUM FRAMED SLIDING WINDOW (EXISTING )

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED ENTRY DOOR (PROPOSED )

ALUMINIUM FRAMED FIXED WINDOW (PROPOSED)

ALUMINIUM FRAMED FIXED WINDOW (EXISTING )

LIVING

WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS WITHIN CLOSE PROXIMITY BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTURE WINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING ORDER WITH MANUFACTURER ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY

GARAGE

PORCH

PORCH

STAIRS

GROUND FLOOR

NOTE: · Dimensions of existing windows and existing sliding doors should be cross-checked at site and not to be followed from this drawing. · All existing windows to be replaced with commercial Aluminium DOUBLE GLAZED windows. · After any modifications to structure, vendor must cross-check the dimensions on site for all window openings before starting manufacturing any window.

Revisions

ALL GLAZING MUST COMPLY WITH AS.1288 'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT 'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING 'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL. 'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 125mm MAX WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.

REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION

©

REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

DATE

SCALE

@ A3 APR 2019 1:100 1:50@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

WINDOW SCHEDULE ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE, POINT COOK

A08 REV- D

25

900

3000

4500

600

A

2400

1600

1400

A

S

F

S

800

1000

1800

1800

F 1800

2400

HEAD HEIGHT

2700

CEILING HEIGHT

A

1800

600

2400

600

1500

F

F.F.L

W 24

W 25

W 26

W 27

W 28

W 29

ALUMINIUM FRAMED AWNING WINDOW (PROPOSED)

ALUMINIUM FRAMED AWNING WINDOW (PROPOSED)

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

ALUMINIUM FRAMED FIXED WINDOW (EXISTING )

ALUMINIUM FRAMED SLIDING WINDOW (PROPOSED)

ALUMINIUM FRAMED GLAZED SLIDING DOORS (EXISTING )

WIR

ENS

3000

MASTER BED

A F

A EQ 800

EQ

1000

A EQ

F.F.L

MASTER BED

600

1600 2400

HEAD HEIGHT

2700

CEILING HEIGHT

2100

MASTER BED

1400

WIR

F

O

F

O

W 30 BED 6

ALUMINIUM FRAMED GLAZED SLIDING DOORS (EXISTING )

W 31, 32, 33

W 34 TO W38

ALUMINIUM FRAMED AWNING WINDOW (PROPOSED)

ALUMINIUM FRAMED AWNING WINDOW (EXISTING )

BED 2,3 & 4

STUDY, BATH

FIRST FLOOR WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS WITHIN CLOSE PROXIMITY BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTURE WINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING ORDER WITH MANUFACTURER ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY

Revisions

ALL GLAZING MUST COMPLY WITH AS.1288 'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT 'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING 'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL. 'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 125mm MAX WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.

REV- A 06.05.2019 REVISED ACC. TO CLIENT'S COMMENTS REV- B 08.05.2019 Revised dining posts and wall acc. to client's comments REV- C 14.05.2019 ISSUE FOR TENDER- NOT FOR CONSTRUCTION

©

REV- D 29.05.2019 Master Bedroom revised acc. to client's comments- Issue for tender, not for construction.

NOTE: · Dimensions of existing windows and existing sliding doors should be cross-checked at site and not to be followed from this drawing. · All existing windows to be replaced with commercial Aluminium DOUBLE GLAZED windows. · After any modifications to structure, vendor must cross-check the dimensions on site for all window openings before starting manufacturing any window.

DATE

SCALE

@ A3 APR 2019 1:100 1:50@A3

DRAWN BY CHECKED BY PROJECT No. H.S.

C.M

6187

WINDOW SCHEDULE ADDITIONS AND ALTERATIONS 2 SAPPHIRE CLOSE, POINT COOK

A09 REV- D

26

THANK YOU

27