Working Drawings

NEW SINGLE STOREY DWELLING AT: ENERGY EFFECIENCY REQUIREMENTS - SUMMARY BUILDING FABRIC/ ENVELOPE STAR RATING

S101 S102 S103 S104

SHEET NAME

DRAWN BY

SITE/DRAINAGE PLAN

HELEN MAISANO

CHECKED BY PETER WOOD

INTERNAL WALLS

R1.5 BULK INSULATION TO BE INSTALLED BETWEEN STUDS ON EACH SIDE

FLOORS

NIL- NO REQUIREMENT FOR ADDED INSULATION VALUE

CEILING/ROOF

ADJUSTED FOR CEILING INSULATION LOSS

GROUND FLOOR

MINIMUM R3.5 BULK INSULATION VALUE TO CEILING PLUS A SINGLE SIDED VAPOUR PERMEABLE BARRIER TO THE UNDERSIDE OF ROOF BATTENS.

GARAGE

SINGLE LAYER REFLECTIVE FOIL LAYER ( VAPOUR PERMEABLE) TO THE UNDERSIDE OF METAL

MANHOLE COVERS

INSTALL/FIX INSULATION TO THE BACK COVERS TO REDUCE INSULATION LOSS.

ALUMINIUM

DOOR FRAMES LAUNDRY AND REAR

TIMBER

FURNISHINGS

MINIMUM HOLLAND BLINDS TO BE INSTALLED INTERNALLY

GLAZING -SINGLE LOW E

U=4.15 & SHGC = 0.47

CEILING VENTS (1200mm X 100mm)

INTERNAL ELEVATIONS

JAMBS 160x130 110x18 KDHW

2. INSTALLATION OF AN ADEQUATE NUMBER OF INSERTS, IN THE CORRECT LOCATIONS, TO ENSURE THE INSERTS ARE NOT OVERLOADED AND TO ENSURE THE PANEL IS SUSPENDED AS NEAR TO VERTICAL AS POSSIBLE.

INTERNAL DOORS: REFER TO DOOR SCHEDULE CORNICES AND CEILINGS SQAURE SET TILES REFER FINISHES SCHEDULE- TILING TO CEILING THROUGHOUT U.N.O SHOWER BASES TILED INSITU FULLY WATERPROOF WITH WETSEAL OR SIMILAR APPROVED. REFER GENERAL NOTES

SHOP DRAWINGS MUST BE AVAILABLE FOR EACH PANEL, AND CONFORM TO THE REQUIREMENTS OF AS 3850, INCLUDING CLEAR DETAILS OF REINFORCEMENT, TYPE AND LOCATION OF INSERTS, MASS, DIMENSIONS, CONCRETE STRENGTH, AND CONCRETE STRENGTH AT TIME OF LIFTING.

MECHANICAL VENTILATION TO LAUNDRIES, BATHROOMS, ENSUITS AND WC TO NCC REQUIREMENTS. -UNDERCUT DOORS 15mm MIN. -CONNECT FANS DIRECLY TO LIGHT SWITCHES IN ROOMS WHERE THERE IS NO NATURAL LIGHT. ALLOW TO DUCT THROUGH CEILING SPACE TO OUTSIDE AIR WHERE REQUIRED, INSTALL FANS AND EXTERNAL GRILLES.

ENSURE THAT REINFORCEMENT BARS OF THE CORRECT SIZE AND LENGTH ARE USED, AND ARE IN ACCORDANCE WITH THE PANEL SHOP DRAWINGS. ALL COVER AND LOCATION OF ALL REINFORCEMENT SHALL COMPLY WITH PANEL SHOP DRAWINGS.

THERMAL INSULATION FOR CENTRAL HEATING WATER PIPING AND HEATING AND COOLING DUCTWORK MUST BE PROTECTED AGAINST WEATHER AND SUNLIGHT, BE ABLE TO WITHSTAND THE TEMPERATURES WITHIN THE PIPING OR DUCTWORK; AND USE THERMAL INSULATION MATERIAL IN ACCORDANCE WITH AS/NZS 4859.1. COMBINED HEATING AND REFRIDGERATED COOLING SYSTEM - DUCTWORK BE INSULATED WITH A MATERIAL OF A MINIMUM R-VALUE =1.5. REDUCE TO R1.0 WHERE DUCTWORK IS LOCATED IN SUBFLOOR WITH ENCLOSED PERIMETER OR IN ROOF SPACE. REFER TABLE 3.12.5.2 NOTE (B) FITTINGS TO BE INSULATED WITH A MATERIAL OF A MINIMUM R-VALUE=0.4 - REFRIDGERATED COOLING DUCTWORK INSULATION SHOULD HAVE A VAPOUR BARRIER TO PREVENT POSSIBLE DAMAGE BY CONDENSATION.

SLAB/ROOF/ELECTRICAL/REFLECTED PLAN

S106

1. COMPLIANCE WITH THE MANUFACTURER’S SPECIFICATIONS FOR MINIMUM EDGE DISTANCES, DEPTH, CONCRETE STRENGTH AND ADDITIONAL REINFORCEMENT

NORMAL GRADE 32 SLUMP OF 80 MM MAXIMUM AGGREGATE SIZE OF 20 MM

HEATING AND COOLING

21/09/2014

SKIRTINGS: 92x12 CRAFTWOOD, PROFILE SQAURE FLUSH FINISH

REINFORCEMENT

WINDOW FRAMES

COMBINED DUCTED HEATING AND REFRIGERATED COOLING SYSTEM

IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3850 AND AS 3600 STRUCTURAL ENGINEERS DRAWINGS AND DETAILS.

4. CONCRETE WALL PANELS SHALL BE:

NOTE: GLAZING IS CONSIDERED IN COMPLIANCE ONLY WHERE THE SUPPLIED PERFORMANCES MEET THE FOLLOWING CRITERIA: -LESS THAN OR EQUAL TO THE U-VALUE SPECIFIED, AND WITHIN +/- 10% OF THE SHGC VALUE SPECIFIED.

SHEET ISSUE DATE

FINISHED AND FITTINGS INTERNALLY

3. THE MINIMUM CONCRETE STRENGTH TO BE 25MPa LIFTING INSERTS.

WINDOWS AND DOORS

FLOOR PLAN/ELEVATIONS

SECTIONS/DETAILS

DWELLING 6.0

1.5mm THICK CORTEN STEEL CASSETTE PANELS +20mm SUPPORT STUDS+ 100mm THICK REINFORCED PRECAST CONCRETE PANELS

LANDSCAPING PLAN

S105

COMPLIANCE REQUIREMENTS

EXTERNAL WALLS

24 FINCH STREET BEECWORTH VIC 3125 SHEET NUMBER

COLOUR

TILT-UP PRECAST PANELS

INSERTS AND FERRULES

EXHAUST FANS EXHAUST FANS ARE TO DISCHARGE AIR AT A RATE OF AT LEAST 251/SEC

1. ALL INSERTS SHOULD BE VISUALLY INSPECTED TO ENSURE THAT THE TYPES AND STRENGTHS ARE CORRECT AND IN ACCORDANCE WITH PANEL SHOP DRAWINGS.

DOOR AND WINDOW FURNITURE, LOCKS. REFER TO SCHEDULE

2. SHEAR REINFORCEMENT SHALL BE CORRECTLY PLACED FOR EACH INSERT AND CORRECTLY POSITIONED IN ACCORDANCE WITH PANEL SHOP DRAWINGS.

KITCHEN/BATHROOM/STONE BENCHTOPS AND SPLASHBACKS REFER TO JOINERY DETAILS, ALLOW FOR CAESARSTONE

3. ONLY PROPRIETARY INSERTS AND FERRULES RATED FOR THE PARTICULAR APPLICATION SHOULD BE USED.

KITCHEN,LAUNDRY CUPBOARDS,VANITIES REFER TO JOINERY DETAILS.

CONCRETE PANELS

PAINTING BY BUILDER

1. CONCRETE PANELS TO COMPLY WITH DESIGN REQUIREMENTS AND WITH AS 1379: THE SPECIFICATION AND MANUFACTURE OF CONCRETE.

SHOWER SCREENS REFER TO SCHEDULE

2. CONCRETE SUPPLIER TO BE CERTIFIED IN ACCORDANCE WITH AS 1379.

LIGHT FANS, SMOKE DETECTORS, TV, AERIALS, PHONES. REFER TO SCHEDULE

DUCT INSTALLATION MUST BE INSTALLED TO FORM A CONTINUOUS BARRIER, BE SEALED AGAINST AIR LOSS. MAINTAIN ITS POSITION AND THICKNESS AND BE PROTECTED FROM BECOMING DAMP.

GAS SUPPLY ALLOW FOR GAS SUPPLY TO 2 NO. HWS, HOTPLATES.

BUILDING SEALING

S107

DOOR AND WINDOW SCHEDULE

S108

POOL CONSTRUCTION

THE NEW DWELLING MUST BE CONSTRUCTED TO AN ACCEPTABLE LEVEL OF AIR TIGHTNESS. THE FOLLOWING AREAS NEED TO BE ADDRESSED DURING CONSTRUCTION FOR COMPLIANCE TO THIS PART: • ALL EXTERNAL DOORS TO BE FITTED WITH WEATHER STRIPS • WINDOWS AND GLAZED DOORS TO BE FITTED WITH WEATHER SEALS • CONSTRUCTION GAPS AND CRACKS AROUND DOORS, WINDOWS AND SERVICE PENETRATIONS TO BE SEALED • EXHAUST FANS TO BE SELF -CLOSING (FITTED WITH 'DRAFTSTOPPA' OR SIMILAR SEALED). • INTERNAL DOORS TO UTILITY AREAS SUCH AS LAUNDRIES AND POWDER ROOMS THAT ARE NOT CONDITIONED TO HAVE RUBBER SEALS INSTALLED TO ALL EDGES TO PROTECT AGAINST AIR LEAJAGE • ALL DOWNLIGHTS NOMINATED AS SEALED UNITS TO PREVENT AIR LEAKAGE.

BATHROOM AND KITCHEN ACCESSORIES BATHROOM AND KITCHEN ACCESSORIES TO BE 'REECE' PRODUCTS UNLESS OTHERWISE SPECIFIED

WATER PROPOSED WATERTANK (MINIMUM CAPACITY OF 2000L, SERVCED BY A MINIMUM 50m² ROOF AREA) TO BE CONNECTED TO ALL SANITARY FLUSHING SYSTEMS.

GENERAL NOTES THE OWNER/BUILDER, SUB CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS & SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILIDNG WORKS CONFORM TO NATIONAL CONSTRUCTION CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS) BUILDING REGULATIONS, LOCAL BY LAW & TOWN PLANNING REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFCATION. BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS. BUILDER TO ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS. 1. THESE DRAWINGS SHALL BE READ IN CONJUCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH WRITTEN INSTRUCTION AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL DESCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR DECISION BEFORE PROCEDING WITH THE WORK. 2. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED. 3. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN AN STABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES. 4. WORKMANSHIP AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE RELEVANT CURRENT NCC CODES AND AS STANDARDS INCLUDING ALL AMENDMENTS AND THE LOCAL AUTHORITIES EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS. 5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE ALL LEVELS ARE EXPRESSED IN METERS. 6. IF YOU ARE IN DOUBT ASK

ADDITIONAL NOTES THESE DRAWINGS TO BE READ IN CONJUCTION WITH SOIL REPORT. SERVICES DRAINS, DOWNPIPES, GUTTERING AND SERVICE PIPING MUST BE INSTALLED AND MAINTAINED CAREFULLY TO ENSURE NO LEAKAGE OR BLOCKAGE OCCURES THAT WILL AFFECT THE FOOTONG SYSTEM. STORM WATER DRAINS UNDER THE FOOTING SYSTEM ARE NOT PERMITTED AND IF SHOWN ON THE ARCHITECTURAL DRAWINGS AND/OR ANY OTHER DOCUMENTATION THEY ARE TO BE AMENDED AND REDIRECTED AWAY FROM THE FOOTING. VAPOUR BARRIERS VAPOUR BARRIES OR DAMP -PROOFING MEMBRANES ARE TO COMPLY AND BE INSTALLED AS PER THE REQUIREMENTS OF AS 2870.

ELECTRICITY ALLOW TO PROVIDE AN UNDERGROUND ELECTRICITY SUPPLY FROM NEAREST CONVENIENT POWER POLE TO METERBOARDS. STORMWATER REFER TO ROOF PLAN DRAWINGS FOR STORMWATER SYSTEM LAYOUT AND DETAILS AS WELL AS LEGAL POINT OF DISCHARGE. SEWERAGE ALL NEW SEWERAGE LINES TO CONNECT TO EXISTING SEWER DRAINS. IN ACCORDANCE WITH WATER REQUIREMENTS AND AS 2034. GAS METER CONNECT GAS FROM MAIN STREET SUPPLY TO METERS ON GROUND FLOOR TAPS PROVIDE 2 No TAPS AS SHOWN. FLOORS FLOOR LEVELS INDICATED REFER TO FINISHED FLOOR LEVELS. REFER TO FLOOR PLAN FOR SELECTED FINISH. SHOWER BASES - ALLOW TO SETDOWN SLAB 50mm FOR ALL SHOWER BASES. GRADE TILES WITHIN SHOWER RECESS TO FLOOR WASTE. WET AREAS WATERPROOFING AND DRAINAGE PROVIDE WATERPROOF MEMBRANE AS SPECIFIED TO FLOORS OF BATHS, ENSUITE, WC AND LAUNDRY. INCLUDING SHOWER BASES. APPLICABLE MEMBRANE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION TO ENSURE WATERTIGHT FINISH. NOTE: CARRY MEMBRANE MINIMUM 100mm UP WALLS AND TO 2100mm UP WALLS OF SHOWER AND BATHS. WATERPROOFING OF WET AREAS IN BUILDINGS (A) THE FOLLOWING PARTS OF A BUILDING MUST BE IMPERVIOUS TO WATER (I) IN ANY BUILDING- THE FLOOR SURFACE OR SUBSTRATE IN A SHOWER ENCLOSURE OR WITHIN 1.5M MEASURED HORIZONTALLY FROM A POINT VERTICALLY BELOW THE SHOWER FITTING, IF THERE IS NO ENCLOSURE. (II) IN A CLASS 2 - THE FLOOR OF THOSE ROOMS FITTED WITH A FLOOR WASTE IN ACCORDANCE WITH F1.11. (III) THE WALL SURFACE OR SUBSTRATE(A) OF A SHOWER ENCLOSURE, OR IF THE SHOWER IS NOT ENCLOSED, WITH 1.5m AND EXPOSED TO A SHOWER FITTING, TO A HEIGHT OF 1.8m ABOVE THE FLOOR AND (B) IMMEDIATLEY ADJACENT OR BEHIND A BATH, TROUGH, BASIN SINK OR SIMILAR FIXTURE, TO A HEIGHT NOT LESS THAN 150mm ABOVE THE FIXTURE IF IT IS WITHIN 75mm OF THE WALL. (C) WATERPROOFING OF WET AREAS IN A BUILDING MUST COMPLY WITH RELEVANT PART OF AS 3740.

CONTROL JOINS REFER TO STRUCTURAL ENGINEER'S DETAILS, GEOTECHNICAL REPORT. INSTALLATION OF TERMITE BARRIERS (A) TERMITE BARRIERS OR A COMBINATION OF BARRIERS MUST BE INSTALLED IN ACCORDANCE WITH (I) AS 3660.1 AND OR (II) NCC 3.1.3.3 FOR CONCRETE SLABS ON GROUND

STAIR TREADS STAIR TREADS MUST HAVE A NON-SLIP FINISH OR AN ADEQUATE NON-SKID STRIP NEAR THE EDGE OF THE NOSING.

(B) A DURABLE NOTICE MUST BE PERMANENTLY FIXED TO THE BUILDING IN A PROMINANT LOCATION SUCH AS IN A METER BOX OR THE LIKE INDICATED. (I) THE METHOD OF TERMITE RISK MANAGEMENT AND (II) THE DATE OF INSTALLATION OF THE SYSTEM AND (III) WHERE A CHEMICAL BARRIER IS USED, ITS LIFE EXPECTANCY AS LISTED IN THE NATIONAL REGISTRATION AUTHORITY LABEL AND (IV) THE INSTALLER'S OR MANUFACTURER'S RECOMMENDATIONS FOR THE SCOPE AND FREQUENCY OF FUTURE INSPECTIONS FOR TERMIT ACTIVITY.

RAINWATER TANK/SOLAR WATER HEATER SYSTEM. BUILDER TO PROVIDE: GAS BOOSTED SOLAR WATER HEATER SYSTEM WITH A 60% MINIMUM EFFECIENCY RATING INSTALLED IN ACCORDANCE WITH THE PLUMBING REGULATIONS 1998.

ROOF LIGHTS COMBUSTABLE ROOF LIGHTS, SKYLIGHTS OR THE LIKE INSTALLED IN A ROOF OR PART OF A ROOF REQUIRED TO HAVE A NON-COMBUSTABLE COVERING MUST: (A) HAVE AN AGGREGATE AREA NOT MORE THAN 20% OF THE ROOF OR PART OF THE ROOF: AND (B) BE NOT LESS THAN 900mm FROM(I) THE ALLOTMENT BOUNDARY OTHER THAN THE BOUNDARY ADJOINING A ROAD ALIGNMENT OR OTHER PUBLIC SPACE. STAIRWAYS AND LANDING TREADS TO BE A 250 MIN. AND 355 MAX WIDTH. RISES TO BE 115 MIN. AND 190 MAX. HEIGHT. 2 x RISER AND GOING TO BE 700 MAX, 550MIN. DAMP PROOF COAURSE PROVIDE DAMP PROOF COURSE TO AS 2904 TO ALL WALLS. SANITARY COMPARTMENT DOORS THE DOOR TO A FULLY ENCLOSED SANITARY COMPARTMENT MUST BE READILY REMOVABLE FROM THE OUTSIDE OF THE COMPARTMENT, UNLESS THERE IS A CLEAR SPACE OF ATLEAST 1.2m IN BETWEEN THE CLOSET PAN WITHIN THE SANITARY COMPARTMENT AND THE NEAREST PART OF THE DOORWAY. SMOKE ALARMS SELF CONTAINED SMOKE ALARMS MAINS CONNECTED TO COMPLY WITH AS3786-1993 MUST BE HARD WIRED AND INSTALLED IN ACCORDANCE WITH NCC 3.7.2

INSTALL ON UPPER ROOF. FRAMING NOTES STUDS 90X45 MPG10 PINE AT 450 CTRS. JAMB STUDS -2/90X45 MGP10 TO OPENINGS UP TO 3.7m

FOUNDATION

STEEL

STIFFINED RAFT SLAB AND FOOTINGS TO BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERS SPECIFICATION AND DRAWINGS IN CONJUNCTION WITH ENGINEERS SOIL TEST REPORT.

STEEL REINFORCEMENT

SITE CLASSIFICATION: THE SITE IS CLASSIFIED IN ACCORDANCE WITH SECTION 2 FROM AS2870 1996 RESIDENTIAL SLABS AND FOOTINGS – CONSTRUCTION. SOIL CLASSIFICATION 300MM TO 500MM OF GREY/ORANGE FILL (MIX OF SILTY SAND AND SILTY CLAY) OVERLYING 500MM TO 600MM OF GREY SILTY SAND OVERLYING ORANGE/GREY/RED SILTY CLAY

ALL STRUCTURAL REINFORCEMENT SHALL COMPLY WITH AS 3850 REINFORCEMENT MUST COMPLY WITH AS 1302 FOR REINFORCEMENT BAR AND AS 1304 FOR FABRIC REINFORCEMENT. 1.THE STEEL REINFORCEMENT FOR ALL CONCRETE WALL PANELS SHALL BE DESIGNED TO RESIST HANDLING, INSTALLATION, AND IN-SERVICE LOADS TO CONTROL CRACKING AND SHRINKAGE STRESSES.

CLASS M (MODERATELY REACTIVE SITE). IN ACCORDANCE WITH ENGINEERS SOIL TEST REPORT

2. INSERTS AND ASSOCIATED LIFTING DEVICES MUST COMPLY WITH AUSTRALIAN STANDARD AS 3850.

NOGGINGS TO AS 1684-2010 AND WHERE REQUIRED FOR FIXING. FITTINGS ETC. REFER PLANS. ENGINEER'S DETAILS.

EARTH WORKS

3. ALL STEEL UNLESS OTHERWISE NOTED TO BE GRADE 304-316 STAINLESS STEEL.

CONCRETE

1. NO UNCONTROLLED FILL GREATER THAN 600MM FOR SAND AND 300MM FOR OTHER MATERIAL SHOULD BE PLACED. THE RELEVANT RESPONSIBLE GROUP GEOCORE SHOULD BE NOTIFIED AND SITE TO BE REASSESSED AND REVIEWED AND AMENDED.

4. UNLESS OTHERWISE SPECIFIED ALL STEEL BE PAINTED ONE SHOP COAT OF APPROVED ZINC RICH PRIMER

CONCRETE STRUCTURES SHALL BE DESIGNED FOR ULTIMATE STRENGTH AND SERVICEABILITY LIMIT STATES IN ACCORDANCE WITH THE GENERAL PRINCIPLES AND PROCEDURES FOR DESIGN AS SET OUT IN AS/NZS 1170.0 AND THE SPECIFIC REQUIREMENTS OF CLAUSES 2.2 AND 2.3.

MOVEMENT OF SOIL

DESIGN CHECKS SHALL BE CARRIED OUT FOR ALL APPROPRIATE SERVICE CONDITIONS TO ENSURE THE STRUCTURE WILL PERFORM IN A MANNER APPROPRIATE FOR ITS INTENDED FUNCTION AND PURPOSE.

LEVELS

1. ALL REINFORCEMENT SHALL BE SUPPORTED IN IT'S CORRECT POSITION, APPROVED BAR CHAIRS, SPACES OR SUPPORT BARS.

TREES FROM WITHIN OR AROUND THE BUILDING ENVELOPE SHOULD BE REMOVED AS SOON AS POSSIBLE TO ALLOW THE TIME NEEDED FOR THE SUBSOILS TO REGAIN AND STABILISE ITS MOISTURE CONTENT.

GENERAL BAL 12.5 SHALL COMPLY WITH AS 3959 SECTION 3 AND CLAUSE 5.2 TO 5.8 WITH PROTECTION FROM EMBER ATTACK.

DESIGN LEVELS SHOWN ARE ARBITRARY DATUM AND ARE TO BE USED AS A GUIDE ONLY. OWNER/BUILDER TO CHECK AND VERIFY ON SITE PRIORTO ANY WORK DONE.

PLEASE REFER TO BUSHFIRE NOTES.

ALL LEVELS ON DRAWINGS ARE NOMINAL AND MAY ADJUST DUE TO SITE CONDITIONS UP TO 50MM EITHER WAY.

CONSULTANTS

2. TWO LAYERS OF MALTHOID IS TO SEPERATE CONCRETE FROM SUPPORTING BRICKWORK OR BLOCKWORK. 3. CURING TO BE MOIST CURE FOR 14 DAYS. 4. POUR ONLY BETWEEN 5deg C AND 35deg C

SOIL BEARING CAPACITY

CLASS M

5. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600.

COMPOSED OF SILTY SAND

100KPA AT A DEPTH OF ABOUT 100MM INTO THE GROUND

6. MINIMUM COVER (25mm) TO ALL REINFORCEMENT UNLESS OTHERWISE SHOWN.

BAL RATING 12.5

• • • • • • •

ARBORIST GEOTECHNICAL ENGINEER LAND SURVEYOR STRUCTURAL ENGINEER BUILDING SURVEYOR LANDSCAPE ARCHITECT QUANTITY SURVEYOR

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS. COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD. Project:

24 FINCH STREET BEECHWORTH Drawing title: TITLE PAGE

7. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE SLAB THICKNESS OF APPLIED FINISH

Project number

GLAZING LESS THAN 1500 ABOVE THE BASE OF THE BATHS TO BE SAFETY GLAZING TO AS1288-2006.

8. NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR APPROVAL OF THE ENGINEER.

Date:

TIMBERWORK AND BRACING ALL TIMBERWORK AND BRACING TO COMPLY WITH AS1684-2010.

9. CONSTRUCTION JOINTS SHALL PROPERLY FORMED AND USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED BY THE ENGINEER.

VENTILATION PROVIDE MECHANICAL EXHAUST VENTILATION WITH A CAPACITY OF 3400L/S IN ACCORDANCE WITH CLAUSE 4.5.1 AS 1668.2.

WINDOWS AND GLAZING ALL GLASS AND GLAZING TO COMPLY WITH AS 1288-2006 AND AS2047-1999.

CONNECT EXHAUST FANS DIRECLTY TO LIGHT SWITCH IN ROOMS WHERE THERE IS NO NATURAL LIGHT. ENSURE ENSUITE, POWDER, LAUNDRY AND BATH ROOMS ARE PROVIDED WITH MECHANICAL VENTILATION DUCTED TO OUTSIDE AIR OR CONNECTED TO VENTILATION SYSTEM DESIGNED BY A MECHANICAL ENGINEER.

Drawn by: Drawing No:

S10A

2014FINCH 2014

HMAISANO

Scale: Checked by: Revision:

1 : 10 PW

30/09/2014 11:33:00 AM

DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.

AGGREGATE ROAD VERGE

EXISTING SHED WITH ALUMINIUM ROOF @ 45° PITCH

B

No. 26

SITE AREA

642.2M²

PROPOSED DWELLING

290M²

PROPOSED PERMEABLE SURFACE

342.2M²

LATITUDE

36.36°S

LONGTITUDE

146.69°E

ELEVATION

580M

A

No. 24 FINCH STREET

SUBJECT SITE

B

No. 26 FINCH STREET

EXISTING TWO (2) STOREY GOTHIC STYLE WEATHERBOARD COTTAGE WITH TIMBER VERANDAH AND SHINGLE GABLE ROOF

C

No. 20 FINCH STREET

HW

AGGREGATE ROAD VERGE

SITE ANALYSIS

EXISTING SINGLE SYOREY 1960'S STYLE STONE BRICK HOUSE WITH GABLE ROOF AND BULLNOSE FRONT VERANDAH

REAR PROPERTY

EXISTING SINGLE STOREY 1650'S STYLE BRICK HOUSE WITH GABLE ROOF AND VERANDAH

HW

EXISTING CONCRETE FOOT PATH

TEMPERATURE MEAN DAILY MAX TEMP (SUMMER) MEAN DAILY MIN TEMP (SUMMER) MEAN DAILY MAX TEMP (WINTER) MEAN DAILY MIN TEMP (WINTER)

MAINTAINED GRASSLAND

RAINFALL

HW

HW

HW

HW

MEAN RAINFALL (SUMMER) MEAN RAINFALL (WINTER)

P.O.S

T

HW

E

RIDGE

523540

HW

EXISTING HABITAL ROOMS

POS

PRIVATE OPEN SPACE

SW

STORM WATER

W

WATER MAIN VALVE

SEW

SEWAGE

G

GAS PIT

E

ELECTRICAL PIT

E

W

S

S

48' 00'00''

1610

No. 24

W

G

W

E

E

MB DP

S

3500

H C

DP

SB

PROPOSED DWELLING

VEGETATION TO BE RETAINED

DECK

SETBACK 4500

150dia PVC SEWER GRADE CONNECT TO EX. COUNCIL PIT

DP

DP

DP

SITE BOUNDARY 49.40M

42' 00'' 00'

DP

DP

SITE BOUNDARY 49.40M

1:30

42' 00'' 00'

SLEEPER RETAINIG WALL TO BOUNDARY WITH PALING 1800H TO ENG.'S SPEC'S

1:20

EXISTING CROSS OVER

SLEEPER RETAINING WALL TO ENG.'S SPEC'S AND DETAILS

WT

G

N

DECK

DOUBLE GARAGE TO STEP DOWN

450 X 450 STORM WATER PIT

SW RL 516870

G

DP

S

DRIVEWAY

PROPOSED CROSSOVER

FRAMELESS GLASS POOL FENCE

W

PE SLO

WATERMAIN CONNECTION STORMWATER CONNECTION

S

SEWERAGE CONNECTION

G

GAS CONNECTION

E

ELECTRICAL CONNECTION

MB

METER BOX

G

GAS METER

SB

SWITCH BOARD

NOTE: ALL STORMWATER DRAINAGE & WASTE DISCHARGE SHALL BE CONNECTED TO MAINS TO THE SATISFACTION OF THE APPROPRIATE AUTHORITY.

SURFACE DRAINAGE SYSTEMS TO COMPLY WITH AS/NZS 3500.3:2003-3500.5

P.O.S

W

CRUSHED GRANITE STONE

G

S P.O.

G

G

G

G

3050

POOL

DECK

SETBACK

SLEEPER RETAINIG WALL TO ENG'S SPEC'S AND DETAILS

DP

VEGETATION TO BE RETAINED

PORCH

4350

E

CRUSHED GRANITE STONE

910

DP

42' 00'' 00'

SITE BOUNDARY 13m

W

E

A

GARDEN BED

SETBACK 1020

W

GARDEN BED

SITE BOUNDARY 13M

W

S

W

600 WIDE OPEN BRICK STORM WATER DRAIN

WM

STORM WATER LOCATED ACROSS THE ROAD

T

R

E

SITE BOUNDARY 49.40M

48' 00'00''

EXISTING PALING FENCE 1800H

SITE BOUNDARY 49.40M

SLEEPER RETAINIG WALL TO ENG.'S SPEC'S

610

1980

SW

42' 00'' 00'

GRANITIC LOAMS OVE DECOMPOSED GRAVELS AND CLAYS

LEGEND

524340

PORCH

5000 SETBACK

SEW

53.83 mm 102.96 mm

SOIL

RIDGE

E

26°C 13°C 11.4°C 4°C

STORMWATER PITS 450x450mm DEPTH TO INVERT OF OUTLET LESS THAN 600mm WITH A MIN. FALL ACROSS EACH PIT OF 20mm. DRAINAGE NOTES: 1. CONNECTION TO LEGAL POINT OF DISCHARGE IS TO BE TO COUNCIL'S REQUIREMENTS & SATISFACTION. 2. ALL DRAINAGE PIPES AND PITS WITHIN THE ROAD RESERVE ARE TO BE CONSTRUCTED IN ACCORDANCE WITH INDIGO SHIRE COUNCIL'S STANDARD DRAWINGS & SPECIFICATIONS. 3. EXISTING FOOTPATH AND DRIVEWAY CROSSINGS ARE TO BE SWCUT AT CONSTRUCTION JOINTS, AND REINSTATE FULL BAYS TO COUNCIL STANDARDS & SATISFACTION. 4. ALL DRAINAGE TRENCH BACKFILL UNDER A ROAD, LANEWAY, FOOTPATH, CROSSOVER OR BEHIND KERB IS TO BE 20MM NOM. CLASS 2 F.C.R WET MIX AND COMPACTED IN 150MM LAYERS TO 98% MOD. COMPACTION. DRAINAGE BEDDING TO BE 75MM CLASS 3 F.C.R. 5. PUBLIC SAFETY FOR PEDESTRIANS AND VEHICULAR TRAFFIC MUST BE MAINTAINED AT ALL TIMES. 6. A ROAD OPENING PERMIT IS REQUIRED FROM COUNICL FOR ALL WORKS WI THIN THE ROAD RESERVE. ALL SUCH WORKS ARE TO BE REINSTATED TO COUNCIL'S REQU IREMENTS AND SATISFACTION, AND MUST BE INSPECTED BY COUNCIL'S WORKS INSPECTOR GIVING AT LEAST 48 HOURS NOTICE. 7. IF THERE ARE UNDERGROUND SERVICES WITHIN THE ROAD RESERVE TH AT MAY BE AFFECTED BY THE WORKS, THESE MUST BE PROVED (OFFSET, SIZE & DEPTH ) PRIOR TO CONSTRUCTION AND THE DETAILS INCLUDED ON THE PLANS.

SETBACK 6000

6000

I

C

SETBACK

AGGREGATE

No. 20 523520

HW

HW

HW

F

HW

RIDGE

SETBACK 6400

523780

HW

COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD.

4430

HW

SETBACK

PORCH

N

H T R O

Project: P.O.S

HW

HW

P.O.S

HW

EXISTING CONCRETE FOOT PATH

AGGREGATE ROAD VERGE

AGGREGATE ROAD VERGE

HW

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS.

24 FINCH STREET BEECHWORTH Drawing title:

Project number

1 S101

SITE/DRAINAGE PLAN 1 : 100

Date: Drawn by: Drawing No:

S101

2014FINCH 2014 Designer

Scale: Checked by: Revision:

1 : 100 PW

30/09/2014 11:33:09 AM

SITE/ DRAINAGE PLAN

C

B

B

D

F

C

GARDEN BED

C

EXISTING PALING FENCE 1800H

B

B

D

F

C

GARDEN BED E

E

B

E

E

1200mm HIGH CONCRETE WALL

No. 24

A

CRUSHED GRANITE STONE

TREE TO BE RETAINED AND PROTECTED REF. TO NOTES

PORCH CONCRETE PAVERS

DECK

4350

A

SETBACK

A F

C

A

P.O.S

A

D

CRUSHED GRANITE STONE

D

B

42' 00'' 00'

C

B

B

A

D

SLEEPER RETAINING WALL TO ENG.'S SPEC'S

F

C

F

F

E

PROPOSED DWELLING

A

DRIVEWAY

TREE TO BE RETAINED AND PROTECTED REF. TO NOTES.

CRUSHED GRANITE STONE

DOUBLE GARAGE

42' 00'' 00'

SITE BOUNDARY 49.40M 1:20 PE SLO

SETBACK

CRUSHED GRANITE STONE

SETBACK 1020

A

1050

D

PLANT SCHEDULE LEGEND

F

A S P.O.

A

F A

COMMON NAME POST SIZE CM HEIGHT(M) SPREAD TOTAL POTS

(A)

DIANELLA CAERULEA

CASSA BLUE

130

0.50

40

13

(B)

DIETES GRANDIFLORA

WILD IRIS

140

2

1

11

(C)

DODONAEA VISCOSA

HOP BUSH

17

3

1.5

12

3. LOCATE AND AVOID DAMAGE TO UNDERGROUND UTILITIES.

(D)

GAURA LINDHERMERI

BUTTERFLY BUSH

15

1.2

1

10

4. PLANT ONLY IN THAWED GROUND.

(E)

GREVILLEA

NED KELLY

14

1.2

2

7

(F)

BOULDER

5. WATER REGULARLY AND AT SUCH TIMES AND RATES AS NECESSARY FOR OPTIMUM GROWTH AND TO AVOID PUDDLING, RUNOFF, OR EROSION.

20

GRADING FOR GARDEN BEDS AND GRASSED AREAS 1. EXISTING SUBGRADE SHALL BE EXCAVATED OR FILLED TO 175mm BELOW FINISHED GRADE IN GARDEN BEDS TO ALLOW FOR 75mm TOPSOIL AND 100mm MULCH. 2. ALLOW FOR 50mm SOIL COVER IN LAWN AREAS FOR IMPORTED LOAM TO FINISH 30mm BELOW EDGE AND LAWNS TO SIT LEVEL OR JUST BELOW. 3. ANY IMPORTED FILL TO BE FREE OF BUILDERS RUBBLE, LOGS, WEEDS OR ANY OTHER FOREIGN MATERIAL OVER 50mm DIAMETER. 4. GARDEN BEDS TO BE FILLED WITH GOOD QUALITY ORGANIC /SOIL MIX SUITED FOR TURF INSTALLATIONS. 5. MULCH TO BE FINE ORGANIC MULCH THAT WILL SUPRESS WEEDS BUT NOT INHIBIT WATER ABSORBTION THROUGH THE SOIL.

F

SETBACK 4500 A

6. TREES TO BE RETAINED ARE TO BE ADEQUATELY PROTECTED AT ALL TIMESFROM DAMAGE AND IF REQUIRED, WATERED FOR THE DURATION OF THE CONTRACT.

SITE BOUNDARY 49.40M

42' 00'' 00'

7. PARTICULAR CARE SHALL BE TAKEN TO AVOID ANY DAMAGE TO THE ROOTS, TRUNKS AND BRANCHES. 8. WHERE PRACTIBLE, TREES FOR RETENTION SHALL HAVE PROTECTIVE FENCING. THIS SHALL CONSIST OF 2400mm LONG STAR PICKETS RAVERSING THE CANOPY/DRIPLINE OF THE TREE AND 'RINGLOCK' MESH OR SIMILAR APPROVED PRODUCT, ATTCHED TO EACH PICKET.

LANDSCAPING PLAN

1 S102

2. PLANT IMMEDIATELY - IF PLANTING CANNOT BE ACCOMPLISHED IMMEDIATELY, PROVIDE SHADE, PROTECT FROM WIND, PROTECT BALLS OR ROOTS FROM DRYING BY COVERING AT ALL TIMES WITH MOIST SAW DUST, WOOD CHIPS, SHREDDED BARK OR OTHER SIMILAR MULCHING MATERIAL.

BOTANICAL NAME

CRUCSHED GRANITE STONE 1:30

SLEEPER RETAINING WALL TO BOUNDARY WITH PALING 1800H TO ENG.'S SPEC'S

F

C

DECK A

1. DELIVER STOCK ONLY AFTER SOIL HAS BEEN PREPARED. SCHEDULE HARVESTING AND DELIVERY IN QUANTITIES SUITABLE FOR IMMEDIATE PLANTING UPON ARRIVAL.

A

C

3050

POOL

F

D

D

C

OLIVIO PICCOLO BOLLARD SOLAR LIGHTING

F

SITE BOUNDARY 49.40M

SLEEPER RETAINING WALL TO ENG.'S SPEC'S

SITE BOUNDARY 13M

B

B

B

SLEEPER RETAINING WALL TO ENG'S SPEC'S AND DETAILS

F

F

C

DECK

E

E

F

STRATCO FULLY FRAMELESS 12mm THICK GRADE 'A' TOUGHENED GLASS PANEL

48' 00'00''

F

F

910

MULCH AND BARK

1610

F

F D

48' 00'00''

F

SITE BOUNDARY 13m

A

D

610

SITE BOUNDARY 49.40M

42' 00'' 00'

LANDSCAPING SPECIFICATIONS

WORK NEAR TREES 1. WHEN EXCAVATION IS REQUIRED IN THE VACINITY OF TREES TO BE RETAINED, HAND EXCAVATION SHALL FIRST BE MADE TO LOCATE ROOTS.

1 : 100

2. IF DIRECTED BY THE SUPERINTENDENT EQUIPMENT SHALL BE KEPT CLEAR OF TREES AND HAND METHODS OF EXCAVATION SHALL BE ADOPTED. CONTRACTORS 1. TO ABIDE BY ALL NECESSARY PRECAUTIONS, INCLUDING THE FOLLOWING. 2. PROTECT TREES TO BE RETAINED AT ALL TIMES FROM DAMAGE DURING SITE WORKS. 3. NO EXCAVATION WITHIN THE TREE PROTECTION ZONE IS PERMITTED THAT WILL DISTURB MORE THAN 20% OF THE TREE ROOT SYSTEM WITHOUT AUTHORISATION FROM A QUALIFIED ARBORIST.

DECKING EXTERNAL WALL

NYLEX ROOT BARRIER TREE TRUNK

PROPOSED DWELLING

PALING FENCE

BACKFILL TOP SOIL NGL 518530 RL

TOP OF ROOT BALL TO BE LEVEL WITH FINISHED GRADE LEVEL

TITLE BOUNDARY

SLOPPIG PLANT HOLE IS TO BE THREE TIMES THE DIAMETER OF THE ROOT BALL. BACKFILL WITH EXCAVATED SOIL.

TITLE BOUNDARY

APPLY 75mm OF MULCH AROUND THE PLANT KEEPING IT AWAY FROM THE BASE OF THE PLANT STEM.

VOLUME TO CUT 1:70

4. DO NOT STORE OR OTHERWISE PLACE BULK MATERIALS AND/OR HARMFUL MATERIALS WITHIN THE TREE PROTECTION ZONE.

RETAINED SOIL

RETAINING WALL ON BOUNDARY

RETAINING WALL TOE DRAIN

4 S102

SHRUB PLANTING DETAIL 1 : 20

3

TYPICAL ROOT BARRIER PLAN

6

1 : 50

S102

S102

6. DO NOT PLACE SOIL FROM EXVACATIONS AGAINST TREE TRUNKS, EVEN FOR SHORT PERIODS.

TOE DRAIN

GRANULAR GRADED WALL ROCK

BASE OF HOLE TO BE UNDISTURBED SUB GRADE

5. STORAGE OF MATERIALS, VEHICLE PARKING, DISPOSAL OF LIQUIDS, MACHINERY REPAIRS AND REFUELLING SHALL NOT OCCURE WITHIN THE ZONE.

NGL 518350 RL

7. PREVENT WIND BLOWN MATERIALS SUCH AS CEMENT FROM HARMING TREE PLANTS.

CUT & FILL SECTION SOUTH EAST 1 : 100

SHRUB AND PLANTING

SLEEPER RETAINING WALL SCHEDULE GALVANISED STEEL UPRIGHTS @(S) MAX CRS

(H) MAX RETAINING HEIGHT

GRANULAR BACKFILL

100mm DIA. SLOTTED PVC ARGICULTURAL PIPE WRAPPED IN GEOTEXTILE SOCKS LAID TO A MIN UNIFORM GRADE OF 1 IN 100 OVER 15m LENGTH. LOW END OF EACH RUN IS TO BE DRAINED THROUGH HOB TO A STORMWATER SYSTEM. THE UPPER END OF EACH RUN IS TO BE BROUGHT TO THE SURFACE AND CAPPED.

1200 1400 1500

NOTE: ALL EXPOSED STEEL WORK TO BE HOT DIPPED GALVANISED

UPRIGHTS

200x50 F7 T/PINE 200x100 F7 T/PINE 200x50 F7 T/PINE 200x100 F7 T/PINE 200x50 F7 T/PINE 100 UC 14.8 OR 200x100 F7 T/PINE 200x75 F7 T/PINE 100 UC 14.8 200x75 F7 T/PINE 100 UC 14.8 200x75 F7 T/PINE 100 UC 14.8

UPRIGHT CENTRES (S) 1500 1500 1500 1200 1500 1500 1500

FOOTINGS 450Øx 600 DEEP 450Øx 800 DEEP 450Øx 1000 DEEP 450Øx 1200 DEEP 450Øx 1400 DEEP 450Øx 1500 DEEP

NOTE: ALL EXPOSED TIMBER TO BE TREATED OR BE A DURABLE SPECIES

F7 T/PINE SLEEPERS (S) MAX SPAN BETWEEN UPRIGHTS

F7 T/PINE SLEEPERS (S) MAX SPAN BETWEEN UPRIGHTS

GALVERNISED STEEL UPRIGHTS @ (S) MAX CRS

CONCRETE FOOTING FOUNDED 100 MIN INTO NATURAL STIFF SOIL 150Pa MINIMUM BEARING

NOMINAL

100

600 800 1000

SLEEPERS

COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD.

(S) MAX

FOOTING DEPTH

BACKFILL TOPSOIL

TYPICAL NYLEX ROOF BARRIER

8

300

NOMINAL

GARDEN SOIL (LIGHT COMPACTION)

COMPACTED CRUSHED ROCK , GRAVEL OR SAND

CONCRETE FOOTING FOUNDED 100m MIN INTO NATURAL SOIL 150KPa MINIMUM BEARING

S102

TYP. ROOT BARRIER PROTECTION SECTION 1 : 20

7 S102

F7 T/PINE SLEEPERS (S) MAX SPAN BETWEEN UPRIGHTS

FOOTING Ø

CONCRETE FOOTING FOUNDED 100 MIN INTO NATURAL STIFF SOIL 150Pa MINIMUM BEARING

Drawing title: LANDSCAPING PLAN Project number

9 S102

2014FINCH

(S) MAX

Date:

TYP. SECTION SLEEPER RETAINING WALL 1 : 10

24 FINCH STREET BEECHWORTH

1 : 20

T/PINE UPRIGHTS @ (S) MAX CRS

5

N

TIMBER UPRIGHTS 1 : 20

H T R O

Project:

STEEL UPRIGHTS

S102

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS.

Drawn by: Drawing No:

S102

2014 Designer

Scale:

As indicated

Checked by: Revision:

PW

30/09/2014 11:33:16 AM

PROVIDE STABLE BATTER FOR CONSTRUCTION OF WALL

DECKING

RETAINING HEIGHT (H)

F.

2

CONCRETE POOL REF. TO POOL CONSTRUCTION DETAILS AND SPECIFICATIONS.

CW1

SL

F.

64x19mm HARDWOOD IRONBARK TIMBER DECK. MGP10 90x45 JOISTS AT 500 MAX. SPACING AS PER AS 3959

'STRUTCO' FULLY FRAMLESS POOL FENCE.12mm THICK GRADE 'A' TOUGHENED GLASS PANELS 4

3140

TIMBER BOLLARD 1200H FENCE TO BOUNDARY

2

SL

F.

F.

D6

D6

5

7

8

9

10

PRECAST REINFORCED CONCRETE STAIRS TO ENG'S AND MANF'S SPEC'S AND DETAILS.

11

6340

F.F.L 520200 F.C.L 519900

GROUND F.F.L 517500

NGL

GARAGE F.F.L 517100 GARAGE 517000 RL

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING IRONSTONE

B

C

C

F.

TIMBER BOLLARD 1200H FENCE TO BOUNDARY

F.

D2

A

B

NORTH-WEST ELEVATION

2

1 : 100

D1

5600x 2700H DOUBLE GARAGE TILT-UP PANEL DOOR - CORTEN STEEL SHALL BE FITTED WITH SUITABLE WEATHER STRIPS WITH A MAX. GAP NO GREATER THAN 3mm

10

D3

GARAGE 517000 RL

C

8

7

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

NOTES: 1. ALL WET AREAS TO COMPLY AS. 3740-2004 2. TIMBER FRAME TO AS. 1684 3. ALL GLAZING TO AS. 1288 (2006)

5840

3140

NGL 518680 RL

6

B

F.

GROUND F.F.L 517500

A

F.

F.

F.

2

FWH 520200 RL

NGL 517750 RL GROUND F.F.L 517600

TIMBER BOLLARD 1200H FENCE TO BOUNDARY

A

1 : 100

S103

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

F.

ELEVATION B

5

3

F.

64x19mm HARDWOOD IRONBARK TIMBER DECK AS PER 3959. MGP10 90x45 JOISTS AT 500 MAX. SPACING

1 : 100 4

F.

CW2

SOUTH-EAST ELEVATION

5

F.

DOUBLE GLAZED ALUMINIUM CURTAIN WALL POWDER COATED BLACK. TO BE GRADE 'A' TOUGHENED GLASS PANELS

D9

C

3

9

3

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

GARAGE F.F.L 517100

S103

11

2

ROOF 522300 RL

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

520200 RL

SLEEPER RETAINING WALL 1500MM TO ENG'S SPEC'S AND DETAILS

NGR 518560 RL

1 : 100

S103

F.

GROUND F.F.L 517500

NGL 516780 RL

PRECAST REINFORCED CONCRETE STAIRS TO ENG'S AND MANF'S SPEC'S AND DETAILS.

F.

TIMBER BOLLARD 1200H FENCE TO BOUNDARY

CORTEN STEEL CASSETTE PANELS TO MANF'S SPEC'S AND DETAILS

1

F.

TITL BOUNDARY

F.

6340

F.F.L 520200

3

OVERALL BUILDING HEIGHT

2

F.

3

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

OVERALL BUILDING HEIGHT

F.

CORTEN STEEL CASSETTE PANELS TO MANF'S SPEC'S AND DETAILS

3

F.

F.

3140

FG1

FG2

ROOF 522520 RL

ROOF 522300 RL

NGL 517180 RL

ELEVATION A

ROOF 523340 RL

LOFT

1

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. A 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

FG3

4

64x19mm HARDWOOD IRONBARK TIMBER DECK. MGP10 90x45 JOISTS AT 500 MAX. SPACING

A

ROOF 523340 RL

2

GROUND F.F.L 517500

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

ROOF 522520 RL

F.

SLEEPER RETAINING WALL 1500MM TO ENG'S SPEC'S AND DETAILS

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS. B

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING IRONSTONE

TITLE BOUNDARY

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES A WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

DOUBLE UNEQUAL LEAF CORTEN FINISH STEEL DOOR

F. 710

1 LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

ROOF OPENING - TREE FEATURE TO ENG'S SPECS AND DETAILS.

ROOF 523340 RL

1

CORTEN STEEL CASSETTE PANELS TO MANUF'S SPECS AND DETAILS.

LYSAGHT 100dia ROUND DOWNPIPE IRONSTONE WITH MIN. 1 IN 500 SLOPE TOWARDS OUTLETS. CONNECT TO STORM WATER DRAIN.

11

10

9

8

7

6

5

4

GROUND F.F.L 517500

SLEEPER RETAINING WALL 1500MM TO ENG'S SPEC'S AND DETAILS 3

2

2400

N.G.L 518330 RL

3200

GW7

F.

N.G.L 516780 RL

GENERAL 1. DO NOT SCALE: USE DIMENSIONS GIVEN. 2. BUILDERS RESPONSIBILITY TO CHECK ALL LEVELS AND DIMENSIONS. 3. ALL WORK TO BE WITHIN TITLE BOUNDARY. 4. OWERS/BUILDERS RESPONSIBILITY TO ADVISE OF ANY CONVENANTS EXISTING ON PROPERTY. 5. EVERY CARE HAS BEEN TAKEN TO ENSURE THAT THE EXISTING SERVICES SHOWN ON THIS PLAN ARE ACCURATE.

3 GW6

GARAGE 2700

GW4

2

GW5

2

500

TITLE BOUNDARY

SMOKE ALARMS 1. DENOTES LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS. 3786-1993.

3

GW3

GW2

F.

F.

F.

F.

GW1

TITLE BOUNDARY

F.

2

2100

TIMBER BOLLARD 1200H FENCE TO BOUNDARY

64x19mm HARDWOOD IRONBARK TIMBER DECK. MGP10 90x45 JOISTS AT 500 MAX. SPACING

F.

2000

6. BATHROOM WINDOW GLASS SHALL BE OF SAFETY GLAZING MATERIAL AS REQUIRED BY AS. 1288-GLASS INSTALLATION CODE.

LOFT F.F.L 520200 F.C.L 519900

6340

1

OVERALL BUILDING HEIGHT

5. ALL GLAZING WITHIN 500mm OF FLOOR LEVEL SHALL BE 5mm IN THICKNESS AS PER AS.1288-2006

1

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE 3140

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

CORTEN STEEL CASSETTE PANELS TO MANF'S SPEC'S AND DETAILS

LOFT

4. ALL WINDOWS AND DOORS ARE TO BE SELECTED FRAME AND TO MANUFACTURES DESIGN AND DETAIL.

LYSAGHT CUSTOME BLUE ORB ACCENT COLOURBOND SHEET ROOFING BMT 0.48mm @ 2° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

2000

A

SL

3100

GW10

F.

LYSAGHT 100dia ROUND DOWNPIPE IRONSTONE WITH MIN. 1 IN 500 SLOPE TOWARDS OUTLETS. CONNECT TO STORM WATER DRAIN. 3

F.

2700 F.

N.G.L 518290

SL

F.

TITL BOUNDARY

4800

520200 RL

GW9

GW8

1

F.

CORTEN STEEL CASSETTE PANELS TO MANUF'S SPECS AND DETAILS.

3

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

OVER ALL BUILDING HEIGHT

F. F.

F.

F.

OVERALL BUILDING HEIGHT

F.

3

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

2100

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

3

LOFT

1

3200

F.

4800

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS. ROOF 522300 RL

S103

F.

2

1 : 100

S103

6

ROOF 522300 RL

NORTH- EAST ELEVATION

1

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

SK3

GARAGE

F.

1

A

ROOF 523340 RL

2700

64x19mm HARDWOOD IRONBARK TIMBER DECK. MGP10 90x45 JOISTS AT 500 MAX. SPACING

ALUMINIUM WINDOWS AND DOORS POWDER COATED BLACK

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

11

2

F.

N.G.L 518680

SK2

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF 10 SHEET BMT 0.48mm @ 45° PITCH IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

9

2400

F.

8

ALUMINIUM SKYLIGHT WINDOWS POWDER COATED BLACK

SK1

SLEEPER RETAINING WALL 1500MM TO ENG'S SPEC'S AND DETAILS

CORTEN STEEL FINISH

CORTEN STEEL CASSETTE PANELS TO MANF'S SPEC'S AND DETAILS

DOUBLE GLAZED ALUMINIUM CURTAIN WALL POWDER COATED BLACK. TO BE GRADE 'A' TOUGHENED GLASS PANELS

1

3

LYSAGHT CUSTOME BLUE ORB ACCENT COLOURBOND SHEET ROOFING BMT 0.48mm @ 2° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

ENTRY

3

TITLE BOUNDARY

CORTEN STEEL CASSETTE PANELS

4

F.

CORTEN STEEL CASSETTE PANELS TO MANF'S SPEC'S AND DETAILS

7

2100

FG4

COLOURBOND- IRONSTONE ROOFING ACCESSORIES 2

1

1

5

2700

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF - IRONSTONE

ROOF OPENING - TREE FEATURE TO ENG'S SPECS AND DETAILS.

4

TITL BOUNDARY

1

3

WALL HEIGHT

EXTERNAL FINISHES/ COLOUR LEGEND

2

500

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

TITLE BOUNDARY

1

GARAGE F.F.L 517100 GARAGE 517000 RL

1

SOUTH-WEST ELEVATION

4

1 : 100

S103

38000

PLASTER WORK NOTES: *10mm PLASTER BOARDS TO WALLS AND CEILINGS. *SQUARE SET FLUSH FINISH IN BETWEEN WALLS AND CEILINGS. *10mm 'AQAU CHECK' TO WET AREAS.

2230

2340

CW1

DP

3 S105 5870 GARAGE

10 m2

GW1

9

110

REF.TO ELEVATIONS

REF.TO ELEVATIONS

GW2

P

OC DP

4740 LOUNGE

22450

GW4

DINING/LIVING

D3 DP

110

DECK 7 m2

110

2000 LAUNDRY

PWD 40410

14 m2

STUDY

MASTER

2340 DECK 2340

130

STUDY

WIR POLISHED CONCRETE

3600 MASTER

WT

130 HALL WAY 10370

2040 1850

C

DP

REF.TO ELEVATIONS GW6

REF.TO ELEVATIONS

DP

GW7

1 2

110

6m2

BATH

110 FG2

ENSUITE

1 S105

2890

1500 SHWR

6m2 TILED

TREE TO BE RETAINED. REF TO LANDSCAPING SPEC'S AND DETAILS.

4

BATH

FFL 517550

GW5

130

1000

64 x 19 RED IRON BARK HARDWOOD TIMBER

5

1650

12 m2

REF.TO ELEVATIONS

6

7500

100

LAUNDRY

F

GW3

7

8

D4

1290

HP RH

3160

POLISHED CONCRETE

POLISHED CONCRETE

32 m2

1200H WALL

DP

10

4 m2

6m2

SHWR POLISHED CONCRETE

130

KITCHEN

POLISHED CONCRETE

OVERHEAD STORAGE

D3

PWD

17 m2

920

LOUNGE

CONCRETE

DINING/MEALS

DW

S

920

35 m2

TILED FFL 517550

110

POLISHED CONCRETE

2600

GARAGE

760

WIR

920

64 x 19 RED IRONBARK HARDWOOD TIMBER

LINEN

D3

D5

D4

POLISHED CONCRETE

C

FLOOR PLAN

D8 T

ROOFLINE

110

920

D4

2590

920

130

2340

130

ROOF LINE

BENCH

OC

11

D4

130

FFL 517000

1800

DRIVEWAY TO FINISH AT LINE OF GARAGE WALL

GRADE TO FRONT

D4

D4

MANHOLE

200 X 200 SHS TO ENG. SPEC'S AND DETAILS 720 110

1800

D1

OVERHEAD BEAM TO ENG'S SPEC'S AND DETAILS

SKYLIGHTS

CHANGE IN ROOF DESIGN

305 x 164 x 40 UB TO ENG. SPEC'S AND DETAILS

HALLWAY

CHANGE IN ROOF DESIGN

920

29 m2

BULKHEAD

DN

1500

4400

4400

OVERHEAD STORAGE

B

110

920

920

D6

MANHOLE

5500

GARAGE DOOR

GARAGE 5500

SB

FG1

WALLS: WHITE ON WHITE, DELUX LOW SHEEN ENVIRO SMART DOORS: TWO PACK FULL GLOSS, PURE WHITE.

GW10

920

B

130

D9

13m2

1610

REF.TO ELEVATIONS

5990

GW9 14m2

D6

DP

INTERNAL COLOUR SCHEDULE:

POLISHED CONCRETE

2000

D4

6

POLISHED CONCRETE

BED 3

D7

3900

S103

64 x 19 RED IRON BARK HARDWOOD TIMBER

D7

OVERHEAD GLAZING REF.TO ELEVATIONS

CW2

CONCRETE 8 m2

26 m2 CONCRETE

BBQ/OUTDOOR AREA

BED 2

GW8

110

PORCH

POOL

BIR

POLISHED CONCRETE 21 m2

S103

BIR

5

110

ENTRY

68 m2

10360

A

100

PORCH/ENTRY

3990

DN

1 : 100

FG3

FG4

FFL 517500

D2

S103

1

2

S108

BBQ

FG1

1330

130

OVERHEAD GLAZING TO ENTRANCE REF. TO ELEVATIONS

8

OVERHEAD GLAZING REF. TO ELEVATIONS

110

2950 TREE FEATURE 15620

110

2320 ENSUITE

2000L MIN. COLOURBOND R/W TANK. CONNECT OVERFLOW TO STORMWATER.

2 S105

110

3160

130

LAUNDRY NOTES: *SOLID DULUX GLASS SPLASHBACK *20mm STONE BENCHTOP. *BENCHTOP OVER AMENITIES *LAMINEX FINISH DOORS. *MIXER: K0104750CP BATH NOTES: KNIGHT RANGE 600 TILES. NEXGEN' TOILETS BY 'PACO JANNSON' THOUGHOUT. *SQUARE SHOWER HEAD: ICSH1004-1 INC 300mm ARM. *LAMINEX FINISH VANITIES WITH 20mm POLYMARBEL BENCHTOP BATH ACCESSORIES BY REECE *VANITY MIXER: B0104730CP. *SHOWER MIXER: ICCP-E4002-1 *BATH MIXER: ICCP-F0441 *SINGLE TOWEL HOOK: 1453 *TOILET ROLL HOLDER: 1451 *SQAURE CERAMIC BASIN: *SINGLE TOWEL RAIL: 1448 *1.5m HIGH WALL MIRROR ON TILES REQ TO WET AREA UNLESS NOTED OTHERWISE

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS. COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD.

N

H T R O

Project:

24 FINCH STREET BEECHWORTH Drawing title: FLOOR PLAN/ELEVATIONS Project number Date:

2014FINCH 2014

Scale:

1 : 100

WIR

Drawn by: Drawing No:

S103

Designer

Checked by: Revision:

PW

30/09/2014 11:33:23 AM

TYPICAL INTERNAL DOOR NOTES: *SEMI SOLID FULL HEIGHT FLUSH PANEL LEMMAR CADALSO PASSAGE SET. TWO PACK FINISH FOR ALL INTERNAL DOORS. *MDF JAMBS FULL HEIGHT ROUNDED HINGES.

4

DP

A

2100 x 5500W TILT UP PANEL DOOR - CORTEN STEEL

FIXING NOTES: *92x12mm SQUARE SET FLUSH FINISH SKIRTINGS. *68x12mm SQUARE FLUSH FINISH ARCHITRAVES. *LEMAAR SQ DOOR STOPS. *LEMAAR MORTICE DOOR LOCKS WITH PRIVACY SETS TO POWDER, BATHROOM AND ENSUITE.

1 5

DP DOWNPIPE DW DISHWASHER S SINK OC OVERHEAD CUPBOARDS RH RANGE HOOD HP HOT PLATE T TROUGH

2 S105

1 S105

6

7

GAS POINT

DP

130

WINDOW NOTES: -ALL GLAZING TO AS 1288-2006 TO THE CURRENT NCC. -ALL GLAZING TO BE CLEAR GLASS UNLESS NOTED OTHERWISE.

8

9

10

11

LEGEND

BED 3

BED 4

CONCRETE POOL, DECK AND FENCING REQ. REF. TO POOL CONSTRUCTION DETAILS.

130

4290

110

4250

130

1340

9610

730

POOL

TREE TO BE RETAINED. PENETRATION PLEASE SEE LANDSCAPING SPECIFICATIONS AND DETAILS

3 S105

S T R E E T

FRAMING NOTES: -ALLOW 2110mm HIGH FRAME OPENING FOR ALL INTERNAL 2040mm HIGH DOORS. -ALLOW ADDITIONAL 10mm CLEARNCE ON EITHER SIDE OF WINDOW OPENING DIMENSIONS. -ALLOW ADDITIONAL 70mm MIN TO DOOR OPENINGS ie. 920 DOOR =990 FRAME OPENING. -WINDOW FRAME HEIGHTS AS NOTED ON ELEVATIONS. WINDOW FRAME WIDTHS AS NOTED ON FLOOR PLANS. NOTE AS A GUIDE ONLY. REFER TO MANUF'S SPEC'S. -FLASHING TO ALL FRAMES MUST BE 300mm WIDE MINIMUM AND CONTINUE 300mm TO SIDES OF FRAMES.

1250

1820

7300

1740

DECK

BBQ

F I N C H

TERMIT PROTECTION: 1. TERMIT PROTECTION IS TO BE PROVIDED IN ACCORDANCE WITH AS. 36601-2000 AND PART 3.13 OF NCC BY SPRAYING UNDER SITE OF SLAB AND AROUND DESIGNATED AREAS.

8900

23790

5310

2410 PORCH

130

SERVICES 1. THE SERVICES SHOWN HAVE BEEN PLOTTE FROM INFORMATION SUPPLIED BY SERVICES AUTHORITIES,HOWEVER SOME VARIATIONS FROM RECORDS DO EXIST AND COMPLETE ACCURACY CANNOT BE GAURANTEED. IN ALL INSTANCES IT IS REQUIRED THAT THE POSITION OF THE SERVICES CONCERNED SHOULD BE PROVEN.

450 SL

SOLAR COLLECTOR PANELS. ROOF LOCATION IS INDICATIVE ONLY DEPENDANT ON FINAL SITE ORIENTATION TO MANUFACTURER'S RECOMMENDATION

VP

2260

VP DP

DP

PITS OR INPECTION OPENINGS MUST BE PROVIDED TO ALLOW ACCESS TO ALL DRAINS (INCLUDING A.G DRAINS) FOR CLEANING PURPOSES.

2400

VP

470

SKYLIGHTS- ALL OVERHEAD GLAZING SHALL BE GRADE (A) TOUGHENED SAFETY GLASS WITH A MIN. 4mm THICKNESS TO OUTER PANE.

WT

DP

DP

DP

DP

MIN. 350 dia FLANGED CYLINDRICAL DEKLITE SLEEVE OR SIMILAR AROUND PENETRATIONS TO MANF'S SPEC'S AND DETAILS. ALUMINIUM MESH EMBER GUARD TO BE FITTED WITH A MAX. 2mm APERATURE.

IF APPLICABLE DRIVEWAYS MUST BE EITHER CENTRALLY GRADED WITH 100MM MIN. FALL OR GRADED TO ONE SIDE WITH A 100MM HIGH KERB AND CHANNEL TO THE LOW SIDE.

VP

1150

1770

2° ROOF FALL

5650

GAPS GREATER THAN 3MM (UNDER CORRUGATIONS OF SHEET ROOFING AND BETWEEN ROOF COMPONENTS) SHALL BE SEALED AT THE FACE OR WALL LINE AT VALLEYS, HIPS AND RIDGES BY ALUMINIUM MESH OR SIMILAR WITH MAX. APERATURE OF 2MM.

ROOF OPENING

2° ROOF FALL

VP

ROOF VENTILATION OPENINGS-SHALL BE FITTED WITH EMBER GAURDS (ALUMINIUM MESS OR SIMILAR). MADE OF NON-COMBUSTIBLE MATERIAL WITH MAX. APERATURE OF 2MM. SHEET ROOFS - SHALL BE FULLY SARKED TO COVER THE ENTIRE ROOF AREA INCLUDING RIDGES AND HIPS AND EXTEND INTO GUTTERS AND VALLEYS.

45° ROOF FALL

SL

LYSAGHT STANDARD VALLEY GUTTER BMT 0.55mm UNO.-IRONSTONE

45° ROOF FALL

3740

SL

DP 45° ROOF FALL

620

1000x800

1500

ROOF WALL JUNCTIONS-SHALL BE SEALED AND PREVENT OPENINGS GREATER THAN 3MM BY THE USE OF FACIA LININGS, SEALING OF RAFTERS AT THE FACE OF THE WALL.

BOX GUTTER

2° ROOF FALL

1000x800

1500

730

PROVIDE INSPECTION OPENINGS AT EACH CHANGE IN PIPE DIRECTION OR GRADE.

ALL SITE DRAINAGE INCLUDING ALL STORM RUNOFF MUST BE CONTAINED WITHIN THE SITE AND CONNECTED TO THE LAWFUL POINT OF DISCHARGE.

45° ROOF FALL

45° ROOF FALL 45° ROOF FALL

1000x800

ROOF MATERIALS SHALL BE OF NON- COMBUSTABLE MATERIAL IN ACCORDANCE WITH AS 3959-2009

45° ROOF FALL

RWH

45° ROOF FALL

IF ALTERATIONS TO THE LAYOUT IS NECESSARY AN AS CONSTRUCTION PLAN IS TO BE SUBMITTED FOR APPROVAL.

DP

RWH

BOX GUTTER

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

BUSHFIRE NOTES: BAL- 12.5

210

PIPES UNDER BUILDINGS SHALL BE RUBBER RING JOINTED OR SOLVENT WELDED AND BE LAID WITHOUT BENDS OR JUNCTIONS. MINIMUM COVER TO SW PIPE UNDER AREA SUBJECT TO VEHICLE ACCESS IS 375MM UNLESS CAST IRON PIPE IS USED.

450 X 150mm DEEP BOX GUTTER UNO. MIN 2 NO. OVERFLOW SLOTS PER LENGTH OF GUTTER TO ENGINEERS SPECIFICATIONS AND DETAILS

45° ROOF FALL

PIT SIZES TO BE A MINIMUM OF 300 X 300mm (INTERNAL SIZE). PITS GREATER THAN 600MM IN DEPTH SHALL BE 600 X 600mm.

DP

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM - IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

45° ROOF FALL

CAST IRON OR GALVANISED IRON PIPES SHALL BE USED WITHIN THE ROAD RESERVE. U.P.V.C (SEWER QUALITY) PIPES MAY ONLY BE USED IN THE ROAD RESERVE IF THE FULL LENGTH OF THE PIPE WITHIN THE ROAD RESERVE IS UNDER HARD PAVED FOOTPATH OR SURFACE, OR IF AT LEAST 150MM OF EARTH COVER IS AVAILABLE (WITHIN THE NATURSTRIP).

450

VEHICLE ACCESS WORKS WITHIN ROAD RESERVATION REQUIRE COUNCIL VEHICLE CROSSING PERMIT.

S T R E E T

DRAINAGE WORKS WITHIN ROAD RESERVATIONS REQUIRE COUNCIL FOOTPATH AND NATURESTRIP OPENING PERMITS AND COUNCIL DRAIN CONNECTION FEES.

LYSAGHT 100dia ROUND DOWNPIPE - IRONSTONE WITH MIN. 1 IN 500 SLOPE TOWARDS OUTLETS. CONNECT TO STORM WATER DRAIN.

DP

F I N C H

ALL DRAINAGE SHALL COMPLY WITH AS/NZS 3500.32.

DP

45° ROOF FALL

DRAINAGE/ROOF NOTES:

DP

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

LYSAGHT CUSTOME BLUE ORB ACCENT COLOURBOND SHEET ROOFING BMT 0.48mm @ 2° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

ROOF PLAN

2

1 : 100

S104

ANY EXISTING CONNECTION TO THE SPECIFIED POINT OF DISCHARGE MAY BE UTILISED ONLY OF THE DRIAN IS CHECKED AND PROVEN TO BE IN GOOD ORDER AND ADEQUATE CAPACITY.

38010 5310

4070

4110

1530

NEXGEN' TOILETS BY 'PACO JANNSON' THROUGHOUT

10370

SEWER STACK SEWER STACK

2530

NEXGEN' TOILETS BY 'PACO JANNSON' THROUGHOUT

2240

6620

MANHOLES

3020

WM

DW UBO

SH

810

SH

3280

2570

2890 320

SH 400

2290

LIGHTING SUMMARY

450x450m - FULLY SEALED WITH INSULATION COVER. ALLOW FOR SUPPLY, CIRCUITS AND GPO FOR AIR CONDITIONERS.

15620

2340

16320

6140

40420

1 PLASTER WORK NOTES: *10mm PLASTER BOARDS TO WALLS AND CEILINGS. *SQUARE SET FLUSH FINISH IN BETWEEN WALLS AND CEILINGS. *10mm 'AQAU CHECK' TO WET AREAS.

S104

DOUBLE PURPOSE POWER OUTLET TELEPHONE POINT TELEVISION POINT DP

DATA POINT

INT

INTERCOM

SB

SWITCH BOARD 1200x100mm LINEAR GRILLED HEATING DUCT OUTLET. POSITIONS ARE APPROXIMATE ONLY. * INCLUDE 2 No. ZONES AND 2 CONTROLERS SWITCH ONE WAY LIGHTING POINT

2W

SWITCH 2 WAY LIGHTING POINT FAN SWITCH

SQUARE SET RIDGE 521170 F.C.L

DN

SQUARE SET RIDGE 521170 F.C.L

2W A

2W

DP

DP

CHANGE IN CEILING DESIGN

SB DN

CHANGE IN CEILING DESIGN

2W

SKYLIGHTS

2W

956

Y

OUTDOOR COVERED ENTRY PORCH, REAR DECK, BBQ DECK

90

4

360

215

Y

GARAGE

37.5

3

112.5

96

Y

BENCH

S.A

CASA LIGHT PENDANT IN BRUSHED CHROME

2W

WP

SQUARE SET CORNICE 520200 FCL

LINEN

T

ESPRESSO SKU 010386 LIGHT CONE PENDANT SUSP. 1200mm DARK COFFEE.

DP

CEILING LINE

S.A 2W

SQUARE SET RIDGE 521850 FCL

MANHOLE

SQUARE SET CORNICE 520200 FCL

2W

S.A

1200H WALL HP RH

WT P OC

F

HABITAL SKU 010865 WHITE SPHERE PENDANT SUSP. 900mm ARCO II SKU 300211 LIGHT WALL SCONCE BRUSHED CHROME LED LUX HELLEY II TWIN LED SPOT LITH WITH SENSOR

SQUARE SET RIDGE 521850 FCL

2W

DW

S

OC

SPLIT SYSTEM TO MANUF.'S SPECS. A

1262.5

PINTO 3 LIGHT DOUBLE GLASS PENDANT IN CHROME AND OPAL INNER GLASS DIFFUSER FLUORESCENT LIGHT FITTING

DP

SINGLE PURPOSE POWER OUTLET

5

ALTITUDE ECO 132CM FAN WITH LED LIGHT BRUSHED ALUMINIUM

SQUARE SET CORNICE 520200 FCL

DP

SMOKE DETECTOR

252.5

ARTIFICIAL LIGHTING LEGEND

WP

INT

S.A.

GROUND FLOOR

1 : 100

F I N C H S T R E E T

3 IN 1 COMBO

LED LUX LIGHT ROUND UNDER CABINET BRUSHED CHROME LED 2W ROUND INGROUND FLOOR LIGHT IN STAINLESS STEEL LED LUX DUSK 75mm ROUND DECK LIGHT

ALARM UNIT SENSOR & KEYPAD. LOCATIONS AS PER MANUFACTURERS SPECIFICATIONS

3 S104

AREA (M²) ALLOWANCE TOTAL ALLOWANCE PROPOSED TOTAL COMPLIANCE (W/M²) (WATTS) (WATTS)

SLAB SETOUT/PLUMBING PLAN

ELECTRICAL LEGEND EXHAUST FAN WITH 'DRAFT STOPPER' FULLY SEALED -600x15mm SLOT

ARTIFICIAL LIGHTING:

ELECTRICAL/REFLECTED CEILING PLAN 1 : 100

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS. COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD.

N

H T R O

Project:

24 FINCH STREET BEECHWORTH Drawing title: SLAB / ROOF/ ELECTRICAL/REFLECTED PLAN Project number Date: Drawn by: Drawing No:

S104

2014FINCH 2014

HMAISANO

Scale: Checked by: Revision:

1 : 100 PW

30/09/2014 11:33:25 AM

SELF CONTAINED SMOKE ALARMS MAINS CONNECTED TO COMPLY WITH AS3786-1993 MUST BE HARD WIRED AND INSTALLED IN ACCORDANCE WITH 3.7.2 OF THE NCC

45L TR

1650

SMOKE ALARMS

35820

39390

60 87

ALL OUTDOOR LIGHTING MUST BE BAFFLED AND/OR LOCATED TO PREVENT LIGHT FROM CAUSING DETRIMENT TO THE LOCALITY TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY.

2450

•

MB

450 140

•

87 60

•

10360

PROVIDE UNDERGROUND MAINS SUPPLY & METERS AND PAY ALL ELECTRICITY AUTHORITY FEES AND CHARGES ALL WIRES TO BE CONCEALED IN FLOORS, CEILINGS OR WALLS. CHASE INTO CONCRETE PANELS OR HARD PLASTER WHERE REQUIRED SUPPLY AND INSTALL CIRCUITBREAKER BOARD WITH ROOM FOR 25% INCREASE IN FUTURE CAPACITY. INSTALL RCD DEVICE. ALLOW FOR GPO'S TO ALARM , INTERCOM. LOCATION TO BE DETERMINED ON SITE.

6250

•

F I N C H

ELECTRICAL NOTES:

S T R E E T

2420

8900

23790

CORTEN STEEL CASSETTE PANEL CORTEN STEEL CASSETTE PANEL

SCISSOR TRUSS SYSTEM. CONNECTIONS AND FIXINGS TO ENG'S & MANUF'S SPECS AND DETAILS

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

64x19mm HARDWOOD IRONBARK TIMBER DECK AS PER AS 3959 MGP10 90x45 JOISTS AT 500 MAX. SPACING

CORTEN STEEL CASSETTE PANELS TO MANUF'S SPECS AND DETAILS.

POOL

17

MGP10 2/90x35 BEARERS ON GROUND AT MAX. 1500 CTRS

MARLEY NOVAFLOW DRAIN AROUND PERIMETER AND BELOW FLOOR LEVEL CONNECT TO STORM WATER.

1:5

S105

CORTEN STEEL CASSETTE PANEL

SUPPORT STUD CA1RS1

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

20

CORTEN STEEL CASSETTE PANELS TO MANUF'S SPECS AND DETAILS.

OVERALL BUILDING HEIGHT

5735

ALL INTERNAL WALLS NOMINAL 90x35 TIMBER FRAMED STUD WITH 10mm 'GYPROCK' PLASTERBOARD AND INSULATION.

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM - IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

ROOF BATTENS 450 X 150mm DEEP BOX GUTTER UNO. MIN 2 NO. OVERFLOW SLOTS PER LENGTH OF GUTTER TO ENGINEERS SPECIFICATIONS AND DETAILS. SHALL BE NON-COMBUSTIBLE AND FLASHED AT THE JUCTION AS PER AS 3959.

1:5

SUPPORT FLASHING CA1SU1X

CEILING BATTEN @450 CTRS

100x100mm DEEP EDGE REBATE

STORM FLASHING CA1ST1X SCREW S1H48025D03 (SFS intec SD3-4.8x25)

NAILING PLATE TO MANF'S SPEC'S AND DETAILS

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

STEEL ANGLE FIXING PLATE

PRECAST CONCRETE PANEL

4 S105

Section B B

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

1 : 10

CORTEN STEEL CASSETTE PANEL

1 : 50

STORM FLASHING CA1ST1X EAVES FLASHING CA1E1X

'GYPROCK' STANDARD 10mm PLASTERBOARD

ROOF 523340 RL

16

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

450 X 150mm DEEP BOX GUTTER UNO. MIN 2 NO. OVERFLOW SLOTS PER LENGTH OF GUTTER TO ENGINEERS SPECIFICATIONS AND DETAILS. SHALL BE NON-COMBUSTIBLE AND FLASHED AT THE JUCTION AS PER AS 3959.

SCISSOR TRUSS SYSTE. CONNECTIONS AND FIXINGS TO MANUF'S SPECS AND DETAILS

CONCRETE PRECAST WALL PANEL DOWEL HOLES IN PANEL WITH FLOWABLE GROUT ALONG WITH RECESS BETWEEN PANEL AND SLAB EDGE CORTEN STEEL CASSETTE PANEL

DOUBLE GARAGE 2300

CORTEN STEEL CASSETTE PANELS TO MANUF'S SPECS AND DETAILS.

SUPPORT STUD CA1SS1 3200

1840

2300

100mm THICK CONCRETE SLAB. WATERPROOFING AND TAKING TO ENGINEERS SPEC'S AND DETAILS

4695

HYLOFT CEILING STORAGE UNIT TO MANF'S SPECS AND DETAILS.

100mm REINFORCED PRECAST CONCRETE PANEL TO MANUF'S SPECS AND DETAILS

N.G.L

20

PANEL PLACED AND LEVELLED ON SHIMS BEFORE BEDDING ON DRY-PACK MORTAR

CORTEN STEEL CASSETTE PANEL

DRY PACK MORTAR

SUPPORT STUD CA1SS1

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20) SCREW S1H48025D03 (SFS intec SD3-4.8x25)

SCREW S1H48025D03 (SFS intec SD3-4.8x25) SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20) SEALANT

GROUND F.F.L 517600

EARTH

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS.

PLINTH FLASHING CA1P1X

20

6240

CORTEN STEEL CASSETTE PANEL

F.W.H 520200

ENTRY

1:5

ROOF 522300 RL

REF. TO DETAIL (4)

'GYPROCK' STANDARD PLASTERBOARD TO VAULTED CEILING. SQUARE FLUSH FINISH

LOWER EDG. WINDOW VERTICAL SECTION

S105

SUPPORT STUD CA1SS1

OVERALL BUILDING HEIGHT

ITC H 45 °P

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

100mm REINFORCED PRECAST CONCRETE WALL TO ENG'S AND MANF'S SPEC'S AND DETAILS

SCREW S1H48025D03 (SFS intec SD3-4.8x25)

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

SUPPORT STUD CA1SS1

BOX GUTTER DETAIL

COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD. Project:

24 FINCH STREET BEECHWORTH Drawing title:

HOLE DRILLED AND DOWEL EPOXY - GROUTED IN PLACE

100

S105

235mm REINFORCED PRECAST BOX GUTTER COLUMN TO ENG. SPECS AND DETAILS.

'GYPROCK' STANDARD 10mm PLASTERBOARD

SILL FLASHING CA1S1X

2

SUPPORT SHEET

BOX GUTTER BRACKETS

PRYDA SCISSOR TRUSS TO ENG'S AND MANF'S SPEC'S AND DETAILS LYSAGHT FLASHING

240x45 BEAM TO ENGINEERS SPEC'S AND DETAILS

PFC 150 TO ENGINEERS SPEC'S AND DETAILS

ROOF BATTENS @ 900 CTRS

BEAM TO ENGINEERS AND MANF'S SPEC'S AND DETAILS

GROUND F.F.L 517600

'PYRDA' SCISSOR TRUSS SYSTEM. CONNECTIONS AND FIXINGS TO MANUF'S SPECS AND DETAILS.

'GYPROCK' STANDARD PLASTERBOARD TO VAULTED CEILING. SQUARE FLUSH FINISH

100mm REINFORCED PRECAST CONCRETE PANEL TO MANUF'S SPECS AND DETAILS 100mm THICK CONCRETE SLAB. WATERPROOFING AND TAKING TO ENGINEERS SPEC'S AND DETAILS

SARKING AND INSULATION BATTS AS PER SPECIFICATION

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

V. EDG. WINDOW HORIZONTAL SECTION

8. SCREW S3H48035WA4 (SFS intec SW2-S-A14-4.8x35)

WALL HEIGHT

WIR

LOAD- BEARING WALL

PRECAST CONCRETE PANEL

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

4453

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS. 2700

BATH

SUPPORT STUD CA1RS1

SARKING AND INSULATION AS PER SPECIFICATIONS

WALL HEIGHT 520200 RL

HALLWAY

19 S105

SCISSOR TRUSS SYSTEM. CONNECTIONS AND FIXINGS TO MANUF'S SPECS AND DETAILS

BED 3

SEALANT AND BACKING ROD

PRECAST CONCRETE PANEL

1:5

ROOF 522060 RL

1:5

WINDOW

VERTICAL EDGE DOOR HORIZONTAL SECTION

S105

EXTERNAL CORNER HORIZONTAL SECTION

SCREW S1H48025D03 (SFS intec SD3-4.8x25)

ROOF 523340 RL

LYSAGHT CUSTOME BLUE ORB COLOURBOND CORRUGATED ROOF SHEET BMT 0.48mm @ 45° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

ALUMINUIM GLAZING POWDER COATED BLACK

CORTEN STEEL CASSETTE PANEL

COVER FLASHING CA1C1X

SEALANT AND BACKING RODS

SARKING AND INSULATION BATTS AS PER SPEC'S AND DETAILS.

15 S105

CORTEN STEEL CASSETTE PANEL

DOOR

LYSAGHT COLOURBOND RIDGE CAPPING BMT 0.55mm AND FLASHINGS - IRONSTONE. FLASHINGS SHALL BE FASTENED AT MAX. 500mm CENTRES WITH A MIN. FIXING AT EVERY 4TH RIB TO MAN'F SPEC'S AND DETAILS.

LYSAGHT COLOURBOND CUSTOM ORB BARGE CAPPING BMT 0.55 UNO AND FLASHING - IRONSTONE

ANGLE BOLTED TO CAST IN INSERTS

1:5

SCREW S1H48025D03 (SFS intec SD3-4.8x25)

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

LYSAGHT STANDARD VALLEY GUTTER BMT 0.55mm UNO.-IRONSTONE TO ENGINEERS SPEC'S AND DETAILS.

SEALANT AND BACKING ROD

DOOR

UPPER EDGE DOOR VERTICAL SECTION

COVER FLASHING CA1C1X

1 : 50

S105

18 S105

Section C C

1

SCREW S3H48035WA4 (SFS intec SW2-S-A14-4.8x35)

UPPER EDG. WINDOW VERTICAL SECTION

POOL CONSTRUCTION TO ENG'S SPEC'S AND DETAILS SEE pg S108

REF. TO POOL & DECK CONSTRUCTION DETAILS pg S108 DETAIL (7)

PRECAST WALL PANEL

SEALING STRIP EA3SS410

GROUND F.F.L 517600 RL

100mm THICK CONCRETE SLAB. WATERPROOFING AND TAKING TO ENGINEERS SPEC'S AND DETAILS

N.G.L 517500 RL

SEALANT AND BACKING ROD

COVER FLASHING CA1C10X

SCREW S3H55022L02A4 (SFS intec SL2-S-A14-5.5x22)

PRECAST CONCRETE PANEL TO MANUF'S SPECS AND DETAILS

DECK

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

SCREW S1H48025D03 (SFS intec SD3-4.8x25)

COVER FLASHING CA1C9X

SEALING STRIP EA3SS410

2400

STUDY

SEALANT AND BACKING ROD

PRECAST CONCRETE PANEL

COVER FLASHING CA1C10X 2860

JOIERY -MELAMINE

HALLWAY

COVER FLASHING CA1C9X

LYSAGHT COLOURBOND OGEE GUTTER BMT 0.55mm AND NOVALINE FASCIA SYSTEM IRONSTONE. WATERPROOFING AND TANKING TO MANF'S SPEC'S AND DETAILS.

SCREW S1H48025D03 (SFS intec SD3-4.8x25)

SECTIONS/ DETAILS

SLAB

GARAGE F.F.L 517100

Project number

2014FINCH

PRECAST CONCRETE PANEL

EARTH

SEE DETAIL (10)

3 S105

Section A A 1 : 50

Date: 10 S105

ROOF TO WALL/FLOOR DETAIL 1:5

14 S105

VERTICAL JOINT HORIZONTAL SECTION 1:5

Drawn by: Drawing No:

S105

2014 Designer

Scale:

As indicated

Checked by: Revision:

PW

30/09/2014 11:33:32 AM

REF. TO POOL & DECK CONSTRUCTION DETAILS pg S108 DETAIL (5)

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

WINDOW

'STRUTCO' FULLY FRAMLESS POOL FENCE.12mm THICK GRADE 'A' TOUGHENED GLASS PANELS

COVER FLASHING CA1C8X

PRECAST CONCRETE PANEL

SCREW S1H48025D03 (SFS intec SD3-4.8x25)

F.C.L 520010 RL

DOUBLE GLAZED ALUMINIUM CURTAIN WALL POWDER COATED BLACK. TO BE GRADE 'A' TOUGHENED GLASS PANELS WITH A MIN. 4mm THICKNESS TO OUTER PANE AS PER AS 3959. REF. TO POOL & DECK CONSTRUCTION DETAILS pg S104 DETIL (8)

SUPPORT STUD CA1SS1 +

COVER FLASHING CA1C8X

ROOF 520460 RL TIMBER BEAM T0 ENGINEERS SPEC'S AND DETAILS

EXTERNAL CORNER FLASHING CA1EC1X

SUPPORT STUD CA1SS1

-

SCREW S3H48020D03A4 (SFS intec SD3-S-A14-4.8x20)

CORTEN STEEL CASSETTE PANEL

WINDOW

LYSAGHT CUSTOME BLUE ORB ACCENT COLOURBOND SHEET ROOFING BMT 0.48mm @ 2° PITCH - IRONSTONE. WEATHER PROOFING AND TANKING TO MANF'S SPEC'S AND DEATAILS.

SUPPORT STUD CORNER CA1SSC1

910

KITCHEN COLOURS *LUNA WHITE STONE BENCHTOP *'LAMINEX' POLAR WHITE HIGH GLOSS CUP'DS *ISLAND BENCH LAMINEX BACK PANEL & DRAWS: 'LATTE LINI SHEEN'

450

450

910

450

450

FS 850 PCR915B9IA COOKTOP

2 .No. PULL OUT BINS REQ.

POTS

POTS

FS

POTS

FS

BENCH

POTS

UBO

250

POTS

POTS

100mm KICKBOARD 800

2870

40mm QUARTZ STONE

B0110475.ICP MIXER

TR

TR.

DR DR

460

900

'GYPROCK' STANDARD PLASTERBOARD LEVEL 4 FINISH - DULUX POLAR WHITE

D'WASHER

FS

MIXER. CP-F0052-2

TR.

16mm THICK M.F.F CARCASS WITH SELECTED LAMINATE FINISH TO THE EXPOSED FACE. (REFER TO THE SPECIFICATION)

DR DR 100mm HIGH KICKBOARD

900

DOUBLE UNDERMOUNT SINK KKDB01

PCR915B91A COOKTOP

460

660

660

660

1360

1220

10

410

S106

KITCHEN FLOOR PLAN

1

1 : 50

1 : 50

S106

KITCH B

KB

1 : 10 20

KITCH C

9

1 : 50

S106

TYP. EDGE DETAIL KITCHEN BENCHTOP

18mm THICK M.F.F CARCASS WITH SELECTED LAMINATE FINISH TO EXPOSED FACE. (REFER TO THE SPECIFICATION)

1 : 50

S106

100

S106

KITCH A

KA

32mm THICK M.F.F TOP OVER CABINET CARCASS EDGE WITH SELECTED LAMINATE FINISH TO EXPOSED FACE. (REFER TO THE SPECIFICATION)

40

40mm QUARTZ STONE 32

SL

20

FS

DOUBLE UNDERMOUNT SINK KKDB01 700

W1

2450

PTY

STONE BENCHTOP (REFER TO THE SPECIFICATION)

BRUC7G RANGEHOOD

1200

FS

760

FS

100

1660

450

3900

HBL3552A UBO PCR915B91A COOKTOP BRUC7G RANGEHOOD

S

400

800

KB

DW

400

100

9

S106

460

760

POLISHED CONCRETE

1340

KA

KITCHEN

460

190 190 190 190

UBO

BRUC7G RANGEHOOD

700

BENCH

BENCH

800

OC

BIN

PTY REF

RH

REF

OC

1510

1430

820

DP

50

L'DRY COLOURS CHAMBORD GLOSS BENCHTOP 'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS.

'GYPROCK' AQUACHEK PLASTER BOARD -DULUX POLAR WHITE

450

550

'GYPROCK' AQUACHEK PLASTERBOARD LEVEL 4 FINISHDULUX POLAR WHITE

FS

BULKHEAD OVER OVER HEADS

400

TWO PACK FINISHED DOORS WITH SOFT CLOSE HINGES & FINGER PULLS.

20mm STONE BENCHTOP OVER AMENITIES 1800

BENCH

FS

ADJ

45L TR

WHITE MELAMINE FOR INSIDE OF JOINERY

460

460

100

100

FS

18mm THICK M.F.F CARCASS WITH SELECTED LAMINATE FINISH TO THE EXPOSED FACE. (REFER TO THE SPECIFICATION)

100mm KICKBOARD

LDRY B

LB

1 : 50

S106

100mm KICKBOARD

700

LDRY A

LA

LAMINEX FINISH DOORS 930

240

890 BIN

DRW

100mm KICKBOARD 460

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS.

DRW

32mm THICK BENCHTOP SPECIFIED 1.8mm LAMINATE FINISH TO TOP SURFACE & ANODIZED ALUMINIUM ANGLE EDGES. (REFER TO THE SPECIFICATION)

KLT01 RECT. 45L TROUGH

TR 240

WM

FS LAMINEX FINISH DOORS

MIXER K0104750CP

500

D3

SOLID DULUX GLASS SPLASHBACK

1 : 50

1 : 10

400

FS

400

MIXER. K0104750CP

LAUNDRY FLOOR PLAN

230

PLASTERBOARD DULUX POLAR WHITE

LAMINEX FINISH DOORS AND DRWS

ADJ

D4

930

800

20mm STONE BENCHTOP OVER AMENITIES

500

230

550

900

TWO PACK FINISH DOORS WITH SOFT CLOSE HINGES & FINGER PULLS.

T

S106

410

WHITE MELAMINE FOR INSIDE JOINERY.

KLT01 RECTANGULAR 45L TROUGH.

4

410

900

410

BULKHEAD OVER O'HEADS

1600

920

WM

OC

410

JOINERY

LC

S106

1600 410

TYPICAL EDGE KICKER

100

450

LB

S106

2070

500

LA 610

FLOORS CONCRETE POLISH WITH SLIP RESISTANT SEALER WALLS AND CEILINGS GYPROCK AQUACHEK 10mm PLASTERBOARD TO ALL WET AREAS. LEVEL 4 FINISH- DULUX POLAR WHITE. KICKBOARDS 100mm ALUMINIUM LAMINATE

1700

POLISHED CONCRETE

1800

LAUNDRY

11

1220

D4

2290

D3

1 : 50

S106

LDRY C

LC

1 : 50

S106

S106

SQUARE SHR HEAD ICH1004-1 INC 300mm ARM

KNIGHT RANGE 600 TILES

13

TYP. EDGE DETAIL L'DRY BENCHTOP 1 : 10

SQUARE SHR HEAD ICH1004-1 INC 300mm ARM

480

TILES 1500

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS

WHITE MELAMINE FOR INSIDE JOINERY

SEMI FRAMELESS SHOWER SCREEN

SINGLE TOWEL RAIL 1448

SQUARE SHR HEAD: ICSH1004-1 INC 300mm ARM

600

EB

1 : 50

S106

380

ENSUITE B

600

850

KNIGHT RANGE 600 TILES

TILED

BA

MI RR OR

SQUARE CERAMIC BASIN

MIXER: ICCP-E4002-1

20MM POLYMARBLE BENCHTOP

DR. DR.

WHITE MELAMINE FOR INSIDE JOINERY

100mm KICKBOARD 530

6 S106

BATHROOM FLOOR PLAN 1 : 50

530

530

BATHROOM ELEVATION A

BA

1 : 50

S106

TWO PACK FINISH DOORS WITH SOFT CLOSE HINGES & FINGER PULLS

BB S106

170

GAS COOKTOPS A MINIMUM 200MM CLEARANCE FROM THE PERIPHERY OF THE GAS BURNER TO THE SPLASHBACK AS PER AS/NZS STANDARDS, AS/NZS 4386.2:1996 DOMESTIC KITCHEN ASSEMBLIES – INSTALLATION.

TOILET ROLL HOLDER 1451 'NEXGEN' TOILETS BY 'PACO JANNSON

TWO PACK FINISH DOORS WITH SOFT CLOSE HINGES & FINGER PULLS

BATHROOM ELEVATION B 1 : 50

BC S106

BATHROOM ELEVATION C 1 : 50

1550

450

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS WHITE MELAMINE FOR INSIDE JOINERY

TOILET ROLL HOLDER 1451

FS

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS

100

100mm KICKBOARD

TOILET ROLL HOLDER 1451

450 SHELF.

RAIL

RAIL

ADJ.

ADJ. 330

100 DR

ADJ.

DWR.

DWR.

DWR.

DWR.

DWR.

DWR.

RAIL

S106

P'DER FLOOR PLAN 1 : 50

PA S106

P'DER ELEVATION A 1 : 50

INTERNAL ELEVATIONS Project number Date:

8 S106

P'DER ELEVATION B 1 : 50

2014FINCH

'NEXGEN' TOILETS BY 'PACO JANNSON

'NEXGEN' TOILETS BY 'PACO JANNSON

3

24 FINCH STREET BEECHWORTH Drawing title:

FS.

WHITE MELAMINE FOR INSIDE JOINERY

600

TWO PACK FINISH DOORS WITH SOFT CLOSE HINGES & FINGER PULLS

D4

SQUARE CERAMIC BASIN

ADJ.

450mm FS. ADJ.

1800

2400

MIXER:B010473.0CP

S106

ADJ.

FS.

MIXER:B010473.0CP 20MM POLYMARBLE BENCHTOP

900

PA

WA

RAIL

900

SQUARE CERAMIC BASIN

S106

Project:

NOTE: 6 NO. ADJUSTABLE SHELVES 4 NO. SINGLE HANGING RAILS 6 NO. DRAWS 450mm WIDE KNIGHT RANGE HANDLES

190

RR OR MI

POLISHED CONCRETE

WB

800

WIR

POLISHED CONCRETE

COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD.

2680

450MM FS.

DR

PWD

20MM POLYMARBLE BENCHTOP

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS.

ACCESSORIES ALL BATHROOM AND KITCHEN ACCESSORIES 'REECE' PRODUCTS UNLESS OTHERWISE SPECIFIED.

100mm KICKBOARD

770

8

20

SINGLE TOWEL RAIL 1448

770

1800

NEUTRAL CURE FLEXIBLE SILICONE FOR BONDING THE SPLASHBACK TO THE WALL CLADDING AND NEUTRAL CURE COLOURED SILICONE FOR SEALING THE JOINS.

SQUARE CERAMIC BASIN

WHITE MELAMINE FOR INSIDE JOINERY

'NEXGEN' TOILETS BY 'PACO JANNSON

NOTES: CUT OUTS FOR ITEMS SUCH AS POWERPOINTS SHOULD BE CORE DRILLED TO PRODUCE RADIUS INTERNAL CORNERS. CROSS CUTTING SHOULD BE AVOIDED AT ALL TIMES

ROR MIR

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS

1100

DR.

1 : 50

S106

KNIGHT RANGE 600 TILES

MIXER:B010473.0CP

620

'NEXGEN' TOILETS BY 'PACO JANNSON

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS

190 190 190 190

BC

DR.

1 : 10

1760

20MM POLYMARBLE BENCHTOP TOILET ROLL HOLDER 1451

TYP. EDGE DETAIL VANITY BENCHTOP

ENSUITE D

7

1 : 50

SQUARE SHR HEAD ICH1004-1 INC 300mm ARM

MIXER: ICCP-E4002-1

SINGLE TOWEL RAIL 1448

-

1100

S106

ENSUITE C

SEMI FRAMELESS SHR SCREEN

MIXER:B010473.0CP BB SINGLE TOWEL RAIL 1448

S106

1000

KNIGHT RANGE 600 TILES

1710

1000

BATH

S106

1600

SQUARE SHR HEAD ICH1004-1 INC 300mm ARM

SEMI FRAMELESS SHR SCREEN

EC

1 : 50

S106

900

SHWR

SCREEN

MIRROR

ENSUITE A

EA

1 : 50

1500

900

OPENING

ENSUITE FLOOR PLAN

12

1000

840

S106

100mm KICKBOARD

670

32mm THICK M.F.F TOP OVER CABINET CARCASS EDGE WITH SELECTED LAMINATE FINISH TO EXPOSED FACE. (REFER TO THE SPECIFICATION) 16mm THICK M.F.F CARCASS WITH SELECTED LAMINATE FINISH TO THE EXPOSED FACE. (REFER TO THE SPECIFICATION)

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS

590

2

SQUARE CERAMIC BASIN 'NEXGEN' TOILETS BY 'PACO JANNSON

100mm KICKBOARD 570

MIXER:B010473.0CP

WHITE MELAMINE FOR INSIDE JOINERY

110

1000

760

560

570

TOILET ROLL HOLDER: 1451

WHITE MELAMINE FOR INSIDE JOINERY

'LAMINEX' POLAR WHITE HIGH GLOSS CUPBOARDS

100mm KICKBOARD 670

MIXER: ICCP-E4002-1

5 S106

WIR FLOOR PLAN 1 : 50

WB S106

WIR ELEVATION B 1 : 50

WA S106

WIR ELEVATION A 1 : 50

Drawn by: Drawing No:

S106

2014 Designer

Scale:

As indicated

Checked by: Revision:

PW

30/09/2014 11:33:35 AM

SQUARE CERAMIC BASIN TWO PACK FINISH DOORS WITH SOFT CLOSE HINGES & FINGER PULLS

'NEXGEN' TOILETS BY 'PACO JANNSON

SINGLE TOWEL RAIL 1448 MIXER: ICCP-E4002-1

100

20MM POLYMARBLE BENCHTOP

SEMI FRAMELESS SHR SCREEN

32

MIXER:B010473.0CP

'NEXGEN' TOILETS BY 'PACO JANNSON

800

ENSUITE

MIXER: B010473.0CP

SEMI FRAMELESS SHR SCREEN

900

1000 600

SHWR

SQUARE CERAMIC BASIN

STONE BENCHTOP (REFER TO THE SPECIFICATION)

2000

7

600

20

R RO MIR

1300

'NEXGEN' TOILETS BY PACO JANNSON THROUGHOUT

1110

EC

1100

S106

KNIGHT RANGE 600 TILES

600

EA

KNIGHT RANGE 600 TILES

'GYPROCK' AQUACHEK PLASTERBOARD LEVEL 4 FINISHDULUX POLAR WHITE

RAIL

TOILET ROLL HOLDER 1451

EB

5600

1500

1000

1000

800

4400

2200

2200

FRAME

FRAME

FRAME

FRAME

FRAME

FRAME

FRAME

920 DOOR

MIRRO R

SL

1020

F.

D2

D1

D3

D4

D5

F.

D6

D7

D8

D9 1000

SEE DETAIL A - GARAGE *CORTEN STEEL FINISH *PANEL LIFT *GARAGE DOOR

2 S107

NOTE: 'HOTHAM' SECTIONAL DOOR INC 2 NO. HANDSETS

-ENTRY

-REAR -EXTERNAL L'DRY

-INTERNAL DOORS

-BATH

*FLUSH DOUBLE UNEQUAL PANEL BY CORINTHIAN DOORS. *CORTEN STEEL FINISH. INCLUDE 1200mm SQAURE BACK TO BACK HANDLE *FRONT DOOR TO BE SEALED TOP & BOTTOM PRIOR TO INSTALLATION

*FLUSH SINGLE PANEL 2100mm HEIGHT BY CORINTHIAN DOORS. *PMAD 104 BAL 12.5 AS PER AS 3959 *OBSCURE GLASS TO BE OF GRADE A SAFETY GLASS AS PER AS 3959. *LEMAAR CASALSO HANDLE- SATIN CHROME. HANDLE & LATCH HEIGHT 1020mm FROM FFL.

*920 INTERNAL SWING *FLUSH PANEL. OAK/DARK INLAY- STAINED CLEAR BY CORINTHIAN DOORS. *2 HINGE LEMAAR CASALSO HANDLE-SATIN CHROME. *HANDLE & LATCH HEIGHT 1020mm FROM FFL.

*720 INTERNAL SWING *FLUSH PANEL. OAK/DARK INLAYSTAINED CLEAR BY CORINTHIAN DOORS. *2 HINGE *LEMAAR CASALSO HANDLE- SATIN CHROME *HANDLE & LATCH HEIGHT 1020mm FROM FFL.

DOOR SCHEDULE

*ALUMINIUM -POWDER COATED BLACK STACKED SLIDING DOOR *4 EQUAL DIVISIONS

-WARDROBE

LINEN

BED 3

3 PANEL SLIDING DOORS BY CORINTHIAN DOORS. MIRRORED PANEL - WHITE

3 PANEL SLIDING DOORS BY CORINTHIAN DOORS. FLUSH PANEL - WHITE

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *2 PANEL SLIDING PATIO DOOR

1 : 50

DOOR FRAME DETAIL

4

1 : 50

S107

90 10

DOOR UNIT

3450

3450

2370

7.5 10

STUD WALL EZY JAMB

STUD WALL

10800

TOP PLATE

8

3420

10mm PLASTER BOARDS TO WALL AND CEILINGS SQAURE STE FINISHS IN BETWEEN WALLS & CEILINGS

10mm PLASTERBOARD TO WALL & CEILINGS

10mm 'AQAU CHECK' TO WET AREAS.

SQUARE SET FINISH IN BETWEEN WALLS & CEILINGS

68x12mm 'SQAURE FLUSH FINISH ARCHITRAVES.

10mm 'AQUAR CHECK' TO WET AREAS

68

25

12

FFL

FLOOR LEVEL GAP

EZY JAMB

PANE

2300

LATCH HEIGHT

2140

2100

2100

MIRRO R

MIRRO R

SL

2200

2100

SL

1020

2100 1020

2100 1020

2100

2700

SEE DETAIL B

BOTTOM PLATE DOOR UNIT 10

90

10

7.5

F.

F.

F.

F.

F.

F.

F.

F.

DOOR FLOOR DETAIL A

5

CW1

1 : 20

S107

*CURTAIN WALL SYSTEM *ALUMINIUM -POWDER COATED BLACK *DOUBLE GLAZED *FIXED 5 PANEL

S107

WINDOW NOTES: ALL WINDOWS CAN BE VIEWED FROM OUTSIDE 3100

3100

340

2450

2450

2450

340

330

330

330

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *SLIDING 2 EQUAL DIVISIONS

1800 700

GW3

GW4

GW5

GW6

GW7

GW8

GW9

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *SLIDING 2 EQUAL DIVISIONS

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *FIXED - 1 PANEL

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *SLIDING 2 EQUAL DIVISIONS

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *SLIDING 2 EQUAL DIVISIONS

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *SLIDING 2 EQUAL DIVISIONS

*ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *DOUBLE HUNG 2 EQUAL DIVISIONS

*ALUMINIUM -POWDER COATED BLACK *DOUBLE GLAZED *DOUBLE HUNG 2 EQUAL DIVISIONS

ALL WINDOWS & EXTERNAL DOORS TO BE POWDERCOATED ALUMINIUM BLACK. DIMENSIONS SHOWN ARE ACTUAL FRAME SIZES, CONFIRM DIMENSIONS ONSITE.

GAPS BETWEEN THE PERIMETER OF THE SCREEN ASSEMBLY AND THE BUILDING ELEMENT TO WHICH IT IS FITTED SHALL NOT EXCEED 3mm.

ALL GLAZING TO COMPLY WITH AS 1288-2006. GLASS INSTALLATION AND NCC REQUIREMENTS.

ALL EXTERNAL WINDOW AND DOOR FRAMES SUPPORTING THE MESH SHALL BE MADE FROM METAL OR BUSHFIRE RESISTING TIMBER AS PER AS 3959 APPENDIX F. OR AS SPECIFIED.

ALL WINDOWS TO BE DELIVERED WITH AN APPROVED PROTECTIVE COVERING AND ADEQUATELY PROTECTED PRIOR TO AND AFTER INSTALLATION FOR FUTURE PROTECTION.

GW10

GW2

WINDOW SCHEDULE

WINDOW MANUFACTURER'S NAME AND DETAILS TO BE APPORVED PRIOR TO FABRICATION. LIGHT AND VENTILATION TO ALL ROOMS TO COMPLY WITH NCC 3.8.4 AND 3.8.5

WHERE GLAZING IS LESS THAN 400mm FROM THE GROUND OR LESS THAN 400mm ABOVE DECKS GLAZING SHALL BE GRADE A SAFETY GLASS MIN. 4mm THICKNESS. SLIDING DOORS GLAZING INCORPORATED IN SLIDING DOORS SHALL BE GRADE A SAFETY GLASS AS PER AS 1288. AND BE TIGHT FITTED IN THE FRAME. GARAGE DOOR SHALL BE FITTED WITH SUITABLE WEATHER STRIPS WITH A MAX. GAP NO GREATER THAN 3mm.

CONFIRM ALL DOOR SILL DETAILS PRIOR TO MANUFACTURE. ALL GLASS AND GLAZING TO COMPLY WITH AS 1288-2006 AND AS 2047-1999

1 : 50

GLAZING LESS THAN 1500 ABOVE THE BASE OF THE BATHS TO BE SAFETY GLAZING TO AS 1288-2006. POWDERCOATED ALUMINIUM FLY SCREENS TO BE PROVIDED TO ALL OPENABLE WINDOWS.

13 00

14 00

1000

1000 2600

F.

F.

F.

SK1

SK2

SK3

*ALUMINIUM -POWDER COATED BLACK *DOUBLE GLAZED *FIXED 1 PANEL

1800

CW2 *CURTAIN WALL SYSTEM *ALUMINIUM -POWDER COATED BLACK *DOUBLE GLAZED *FIXED 8 PANEL

900

400

400

FG1 *ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *FIXED 2 PANEL

FG2 *ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *FIXED 3 PANEL

FG3 *ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *FIXED 3 PANEL

800

900

2600

2600

2600

800

FG4 *ALUMINIUM -POWDER COATED BLACK *SINGLE GLAZED *FIXED 2 PANEL

NOTES: SKYLIGHTS- ALL OVERHEAD GLAZING SHALL BE GRADE (A) TOUGHENED SAFETY GLASS WITH A MIN. 4mm THICKNESS TO OUTER PAIN OF THE IGU AS PER AS 1288 AND AS 3959-2009.

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS. COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD. Project:

24 FINCH STREET BEECHWORTH Drawing title: DOOR AND WINDOW SCHEDULE Project number Date: Drawn by: Drawing No:

S107

2014FINCH 2014

HMAISANO

Scale:

As indicated

Checked by: Revision:

PW

30/09/2014 11:33:41 AM

2000

900 1000

1800

800

1000

45.0 0°

14 00

45.0 0°

1800

1800

90.00°

90.00°

1800

1800

90.00°

25 00

1800

13 00

° .00 90

1800 PANEL

0°

° .00 90

0°

° .00 90

45.0

0°

0°

300

25 00

° .00 90

14 00

45.0

45.0 0°

° .00 90

45.0

° .00 90

45.0

400

900

90.00°

1800

PANEL

25 00 PA NE L

25 00

0° 45.0

13 00

45.0 0°

50 0

0° 45.0

00° 135.

00° 135.

60 0

13 00

00°

L NE PA

0° 45.0

13 00

0° 45.0

135.

00 13

13 00

135. 00°

13 00

ALL WINDOW OPENINGS TO BE 10mm LARGER EACH SIDE & AN ADDITIONAL 15mm EACH SIDE FOR TILED WALL WET AREAS.

1800

S107

F.

1 : 10

BUSH FIRE NOTES: BAL 12.5 EXTERNAL GLAZING ELEMENTS AND ASSEMBLIES AND EXTERNAL DOORS SCREENS FOR WINDOWS AND DOORS SCREENS FOR WINDOWS AND DOORS SHALL HAVE A MESH OR PERFORATED SHEET WITH A MAX. APERTURE OF 2mm, MADE OF ALUMINIUM OR SIMILAR.

VERIFY INTERNAL AND EXTERNAL FINISHES TO WINDOW SURROUNDS PRIOR TO BUILDING IN OF ANY FRAMES

F.

F.

*SAFETY GLASS TO BATH AS PER AS 1288-2006

2600

7

1600

2100

1970

2000

F.

F.

GW1

2500

330

1740

1600

1800

1900

2200

F.

F.

1740

330

F.

670

330

F.

330

F.

330

670

DOOR HEIGHT DETAIL B

6

DECK NOTES & BUSHFIRE REQUIRMENTS BAL 12.5: SHALL BE IN ACCORDANCE TO AS 1684 FRAMING BOTS, SCREWS, NAILS AND OTHER HARDWARE SHOULD BE HOT DIPPED GALVERNISED, PLASTIC COATED OR STAINLESS STEEL.

64x19mm HARDWOOD IRONBARK TIMBER DECK. 90x45 JOISTS AT 500 MAX. SPACING

FIXINGS WITHIN THE SPLASH ZONE min 1M FROM POOL EDGE OF SWIMMING POOL MUST BE STAINLESS STEEL.

•

TIMBER WASHES, COACH SCREWS OR BOLTS TO AS 1720.1

• •

40

•

MEMBRANE 2/90x35 BEARERS AT 1500 CTRS

•

COMPACTED GRAVEL OR SAND BASED

CONCRETE SLAB

DRAINAGE TO SLOPE AWAY FROM THE HOUSE EARTH

NOTE: FINISHES TO EXTERNAL DECKING SURFACES *PRIMER+UNDERCOAT +MINIMUN OFTWO COATS OF SOLVENT OR WATER BORN PAINT, OR PRIMER+MINIMUM OF TWO COATS OF SOLVENT OR WATER BORNE OPAQUE PENETRATING STAIN.

•

D12 L BARS AT 400CTRS

NARROW WIDTH BOARDS FOR WATER DRAINAGE RECOMMENDED DECKING GAPS AT 5mm

D10 NOSING BARS 260 TREAD

ALLOW A MIN 40mm GAP BETWEEN THE HOUSE AND DECK FOR PEST INSPECTION.

2 D12 AT 400 CTRS

RED IRONBARK HARDWOOD TIMBER 64X19 AT 500 MAX JOIST SPACING STANDARD GRADE AS PER AS 2796.1 AND AS 3959 CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREAS.

LAP

FIRTH 20.16 OPEN END BOND BEAM BLOCKS

MARLEY NOVAFLOW DRAIN LAID BELOW FLOOR AREA

MACHINE DRIVEN 50X2.5 FLAT OR DOME-HEAD FIXINGS. TNAILS SHOULD NOT BE USED.

D10 AT 300 CTRS

2 S108

TYPICAL STEP DETAIL

6

1 : 20

S108

SAND BEDDING

3 COATS MULSEAL OR SIMILAR COATING

10340

CORNER DETAIL 1 : 20 COPING NOTES: THE COPING (TOP EDGE OF WALL) SHOULD PROVIDE: *A VISUAL EDGE TO THE POOL *A NON-SKID WALKING SURFACE *A HANDHOLD FOR SWIMMERS *A BARRIER TO PREVENT SURFACE WATER ON SURROUNDING SURFACES FROM DRAINING BACK INTO THE POOL ADDING DIRT AND DISCOLORATION. *ADEQUATE FALL AWAY FROM POOL EDGE 1:50

45mm FIRTH CAPPING BULLNOSE PAVER ON MORTOR SELECTED CERAMIC TILE SURROUND D16 TOP COURSE IN FIRTH 20.16 OPEN END BOND BEAM BLOCKS SELECTED PAINT OVER PLASTER FINISH

FREE DRAINAGE GRANULAR BACKFILL

D12 VERTICAL BARS PLACED IN CENTRE OF CORE AT 400 CTRS

730

9610

D16 AT 400 CTRS HORIZONTALLY IN FIRTH 20.16 OPEN END BOND BEAM BLOCKS

FIRTH 20.16 AND CUT OUTSIDE OF BLOCKS AT EACH VERTICAL BAR POSITION SO THAT THE BASE CAN BE CLEANED OUT BEFORE CORES FILLED.

BOTTOM RETURN JET 200mm FROM BOTTOM 2 D12 BARS 600 LAPS

1

3

TOP EYE BALL JET

2

POOL NOTES: THE CHILD-RESISTANT BARRIER REQUIREMENTS *THE CHILD-RESISTANT BARRIER MUST BE DESIGNED, CONSTRUCTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE AS 1926.1-2007. *MINIMUM HEIGHT 1200MM. *MINIMUM 900MM SEPARATION BETWEEN THE UPPER AND LOWER HORIZONTAL COMPONENTS TO MAINTAIN A NON-CLIMBABLE ZONE. *MAXIMUM 100MM GAP UNDER THE FENCE. *MAXIMUM 100MM GAP IN BARRIER COMPONENTS, ALLOWING FOR ANY FLEX IN THE COMPONENT MATERIAL. *NON-CLIMBABLE ZONE EXTENTS FROM THE BARRIER 300MM INTO POOL AREA AND 900MM OUTSIDE POOL AREA. *BOUNDARY FENCE TO BE 1800MM IN HEIGHT TO AS 1926.1

D12 AT 400CTRS PLACED IN CENTRE OF CORE

400

1 : 10

S108

FIRTH 20.16 CONER BOND BEAM

D16 VERTICAL BARS TO CORNERS

D12 AT 400 CTRS

BEARER DIRECTLY ON GROUND

8

D16 HORIZONTAL BARS AT 400CRTS TIED TO VERTICAL BARS

1400

TERMITE INSPECTION *ONLY TERMITE RESISTANT TIMBER SHOULD BE USED. *A GAP BETWEEN THE HOUSE AND DECK OF AT LEAST 40 MM MAINTAINED TO ALLOW FOR PEST INSPECTION.

HARDWALL PLASTER FINISH WITH SELECTED [AINT FINISH OVER

3 COATES MULSEAL COATING OR SIMILAR WATERPROOF COATING

400

FALL 1 IN 50

MAX. DEPTH OF POOL 1.4M

EXCAVATE CUT IN ORIGINAL GROUND

POOL LIGHT POSITIONED TO SHINE AWAY FROM POOL SIDE SITTING AREA

7

POSITION SKIMMER TO FACE PREVAILING WINDS

300

850

WARNING/RESUSCITATION SIGN *DISPLAY A WARNING/ RESUSCITATION SIGN I. “YOUNG CHILDREN SHOULD BE SUPERVISED WHEN USING THIS SWIMMING POOL” II. “POOL GATES MUST BE KEPT CLOSED AT ALL TIMES” III. “KEEP ARTICLES, OBJECTS AND STRUCTURES AT LEAST 900MM CLEAR OF THE POOL FENCE AT ALL TIMES”,

125

STEP

MARLEY NOVAFLOW DRAIN AROUND PERIMETER AND BELOW FLOOR LEVEL

100

DECKING BOARD SPACING THE DECKING SHOULD BE THE MINIMUM WIDTH AVAILABLE AND HAVE A MINIMUM SPACING BETWEEN BOARDS (LONG TERM) OF 5 MM TO ALLOW WATER TO FLOW BETWEEN THE BOARDS AND ENSURE ADEQUATE VENTILATION.

GLAZING SHALL BE GRADE A SAFETY GLASS MIN. 4mm THICKNESS TO OUTER PANE AS PER AS 3959

•

150sq SELECTED GLAZED CERAMIC TILES

600

DECKING BOARDS *SHOULD BE TERMITE RESISTANT ABOVE-GROUND NATURAL DURABILITY CLASS 1 OR 2 (PLUS SAPWOOD REMOVED OR H3 TREATED) OR PRESERVATIVE TREATED TO H3 OR BETTER.

D16

300

*FRAMING TIMBERS ON THE GROUND OR LOWER THAN 150 MM SHOULD BE TERMITE RESISTANT AND IN-GROUND DURABILITY CLASS 1 (PLUS SAPWOOD REMOVED OR H4 TREATED) OR PRESERVATIVE TREATED TO H4 OR BETTER.

FIRTH BULLNOSE CAPPING

RISE

FRAMING

HYDROSTATIC VALVE AND POOL DRAIN SET IN DEPRESSION

S108

THE REQUIRED SIGN:MUST BE LEGIBLE FROM A DISTANCE OF AT LEAST 3 METRES MUST BE MAINTAINED IN A CLEARLY LEGIBLE CONDITION MUST BE WITHIN THE ENCLOSED POOL AREA

NOTE: * LAY 125mm REINFORCED CONCRETE SLAB 20MPA * FLOOR REINFORCEMENT 663 HRC MESH SHEETS, CUT, PLACED AND LAPPED 50mm ABOVE HARDFILL

WALL TO FLOOR DETAIL 1 : 20

*THE RESUSCITATION SIGN TO BE DISPLAYED AT THE SHALLOW PORTION OF THE POOL NEAR AN OPEN AREA.

CONCRETE POOL LAYOUT

1

1 : 50

1200

40 25

834

20

1200

830 mm

LATCH: MASTER RANGE GLASS TO GLASS LATCH KIT LG-14497 (SATIN FINISH) STRATCO FULLY FRAMELESS GLASS

25

HINGE PANEL

GATE PANEL

12mm THICK GRADE 'A' TOUGHENED GLASS PANELS

8mm THICK GRADE 'A' TOUGHENED GLASS PANEL

10

150

900

LATCH PANEL

150

CENTRE LINE OF BASE PLATE SPIGOTS

8mm THICK GRADE 'A' TOUGHENED GLASS PANEL

1200 mm

1200

NOTE: DO NOT EXCEED 100mm GAP FROM FIXING SURFACE TO BOTTOM OF THE GLASS

100

GATES NOTES: *SHALL OPEN OUTWARDS AWAY FROM SWIMMING POOL AREA AND SELF CLOSE AND LATCHFROM ALL POSITIONS. GATE LATCHES: *SHALL AUTOMATICALLY OPERATE ON THE CLOSING OF THE GATE AND PREVENT THE GATE FROM BEING REOPENED WITHOUT MANUAL RELEASE. *GATE LATCHES SHALL BE FITTED AT A MIN 1.5m FROM GROUND LEVEL IN ACC. TO AS 1926.1-1993 WINDOWS: *WITHIN 1.2m FROM SILL TO FLOOR LEVEL, OPENABLE PORTION OF WINDOW SHALL BE TOTALLY COVERED BY MESH SCREEN AND PERMANENTLY FIXED TO PREVENT WINDOW OPENING.

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT REPORTS, SPECIFICATIONS, CONTRACTS AND DRAWINGS.

BASE PLATE

12mm THICK GRADE 'A' TOUGHENED GLASS PANELS

SHIMS TO SUITE NOTE: FITTED TO THE DECK AND LEVELLED VIA SHIMS. DOMICAL COVER TOP OF SPIGOT TO HIDE FIXING.

9

150

900

150

ADDITIONAL BLOCKING SUPPORT AS REQUIRED.

COPY RIGHT OF THIS DRAWING IS VESTED IN CREATIVE BY DESIGN PTY.LTD. Project:

24 FINCH STREET BEECHWORTH Drawing title: POOL CONSTRUCTION Project number Date:

3 S108

TYPICAL GATE AND PANEL SET UP 1 : 20

4 S108

GLASS GATE PANEL SIZE 1 : 20

5 S108

FIXING METHOD 1 : 10

N

H T R O

Drawn by: Drawing No:

S108

2014FINCH 2014 Designer

Scale:

As indicated

Checked by: Revision:

PW

30/09/2014 11:33:42 AM

S108