BS-U 26220 99°40'40 19.86 S NO: 35 FOR:DAVEY ......OF AS4773.1-2010 MASONRY IN SMALL BUILDINGS PART...

IMPORTANT NOTE - TITLE BOUNDARY AND FENCE LINE LOCATIONSMAY DIFFER. OFFSETS SHOWN IN APPROXIMATE LOCATION & PLANIS TO BE USED AS A GUIDE ONLY. IF DURING SETOUT STAGE IT IS

FOUND THAT EXISTING FENCES AND APPROVED PLAN OFSUBDIVISION DO NOT MATCH BUILDER IS TO TAKE NECESSARY

MEASURES AND NOT CONSTRUCT ANY WORKS IN CONTRAVENTIONOF THE APPROVED DRAWINGS,

A R E A A N A L Y S I S :

SUBJECT SITE TOTAL AREA 920SQM (APPROX)GROUND FLOOR : 263SQMLOWER FLOOR: 131SQMALFRESCO: 23SQMDECK: 15SQMFLOOR AREA TOTAL (INTERNAL): 394SQM / 42SQ

SITE COVERAGE: 286SQM TOTAL - 31%

DRIVEWAY: 88SQMPERMEABILITY: 374SQM APPROX. 60%(NOT COVERED BY HARD SURFACE)

GENERAL NOTES (BCA VOL 2 - 2015)

ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDINGREGULATIONS 2006, THE NATIONAL CONSTRUCTION CODE SERIES 201 5BUILDING CODE OF AUSTRALIA VOL2 AND ALL RELEV ND CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF THEBCA. WHERE AN ALTERNATIVE SOLUTION IS PROPOSED THEN PRIOR TO IMPLEMENTATION OR INSTALLATIONIT FIRST MUST BE ASSESSED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THEPERFORMANCE REQUIREMENTS OF THE BCA.

FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

ALL BRICKWORK SHALL COMPLY WITH AS3700 - MASONRY CODE (LATEST EDITION). BRICKWORK CONTROL JOINTSSPACED AT CENTRES AS PER ENGINEERS RECOMMENDATIONS IN CONJUNCTION WIT H BCA & NCC STANDARDS TO THESATISFACTION OF THE APPOINTED BUILDING SURVEYOR.

ALL SLABS & FOOTINGS TO BE CONSTRUCTED IN ACCORDANCE WITH WITH AS2870-2011 (OR LATESTEDITION). PROVIDE TREE ROOT BARRIERS IN AREAS AS REQUIRED TO ENGINEERS DESIGN & DETAILS

ALL CONCRETE SHALL COMPLY WITH AS3600 SAA CONCRETE STRUCTURE CODE (LATEST EDITION) ANDSHALL BE MINIMUM 20 MPA UNLESS OTHERWISE SPECIFIED.

ALL FRAMING TIMBERS TO COMPLY WITH AS1684 (LATEST EDITION).

ALL VENTILATION SHALL CONFORM TO THE REQUIREMENTS OF BCA SECTION F & IN THE INSTANCE OF SUBFLOOR CONSTRUCTION IE: STUMP/BEARERS/JOISTS MIN. RATE OF OF 6000M2/M RUN OF WALL TO BEACHIEVED

ALL GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TOCOMPLY WITH:-BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3, AND-NCC 2012 BCA VOL 1 PART B1.4 FOR CLASS 2 TO 9 BUILDINGS- AS1288-2006 & AS 2047GLAZING PANELS WITHIN 500mm OF THE FINISHED FLOOR LEVEL AND LESS THAN 2m ARE TO BE GLAZED WITH AT

LEAST5mm ANNEALED GLASS. GLAZED PANELS NOT EXCEEDING 2mTO BE GLAZED WITH MIN. 3mm ANNEALED GLASS.

GLAZINGWITHIN 1.5m OF SHOWER OR BATH TO BE GLAZED WITH GRADE A SAFETY GLASS.GLAZING INCLUDING MIRRORS WITHIN 2m ABOVE FLOOR LEVEL IN BATHROOMS, ENSUITES, ROOMSAND/OR ENCLOSURES CONTAINING POOLS SPA'S SHALL BE A GRADE SAFETY GLASS.

ANY DOORS OR SIDELIGHTS THAT COULD BE MISTAKEN FOR OPENINGS TO BE PROVIDED WITH SIGHT MOTIFS INACCORDANCE WITH AS1288

ALL POOL FENCING TO BE INSTALLED IN ACCORDANCE WITH AS1926 PARTS 1 & 2 (LATEST ADDITION)

WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER.WINDOWS TO BE FLASHED ALL AROUND.

WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARYCOMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010:WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS .ALL INTERNAL WET AREAS TO BE TO BE PROVIDED WITH AN IMPERVIOUS FLOOR & WALL COVERING. FORWALLS 300mm ABOVE BASINS, TROUGH'S & BATHS & 1800mm ABOVE SHOWER BASES.

BATHS & SHOWERS ARE NOT BE RECESSED IN AREAS WHEN SITUATED OVER LOAD BEARING WALLS WITH SUITABLESUPPORT BEING SOUGHT AND SPECIFIED BY ENGINEER.

DOORS TO WATER CLOSETS OR SIMILAR ARE TO BE FITTED WITH REMOVABLE HINGES, SLIDING OR DOORSTHAT SWING AWAY FROM TOILET PAN IF WITHIN 1200mm.

STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE:RISERS (R) 190MM MAXIMUM AND 115MM MINIMUMGOING (G) 355MM MAXIMUM AND 240MM MINIMUM2R + 1G = 700MM MAXIMUM AND 550MM MINIMUMWITH LESS THAN 125MM GAP BETWEEN OPEN TREADSALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGEOF NOSING.

PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATHLANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE:1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE, AND865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, ANDVERTICAL WITH LESS THAN 125MM GAP BETWEEN, ANDANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOORMUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACEBENEATH LANDINGS, RAMPS AND/OR TREADS.WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH BCA PART 3.9.2.3 FOR CLASS 1 AND 10 BUILDINGSAND NCC 2015 BCA VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS.

SPECIFICATIONS

CONCRETE STUMPS:UP TO 1400mm LONG TO BE 100mm x 100mm (1 No. H.D. WIRE)1401mm TO 1800mm LONG TO BE 100mm X 100mm (2 No. H.D. WIRES)REFER TO ENGINEERS SPECIFICATION FOR FOOTING AND PAD DETAILS

100mm X 100mm STUMPS EXCEEDING 1200mm ABOVE GROUND LEVEL TO BE BRACED WHERE PERIMETER BASEBRICKWORK PROVIDED.

PAD/STRIP FOOTINGS TO SPECIFIED DEPTH AS PER ENGINEERS DESIGN. SEE SOIL REPORT FOR SOIL CLASSIFICATION.

NOTE: FOR ADDITIONS, EXTENSIONS & HOUSE RELOCATIONS & ADDITIONS SUB FLOOR CONSTRUCTION TO BERESPONSIBILITY OF BUILDER/RELOCATION CONTRACTOR AND IN ACCORDANCE WITH BCA REQUIREMENTS ANDRECOMMENDATIONS OF THE PREPARED SOIL REPORT. EXISTING SUB FLOOR STRUCTURE TO BE INSPECTED BY RELEVANTCONTRACTOR AND ANY DAMAGED MEMBERS TO BE REPAIRED OR REPLACED AS REQUIRED TO THE SATISFACTION OF THEAPPOINTED BUILDING SURVEYOR. NO RESPONSIBILITY WILL BE TAKEN BY THIS OFFICE FOR NEW SUB FLOOR WORKS NOTDONE IN THE ACCORDANCE WITH THE ABOVE.

WALLS:SEE ENGINEERS DOCUMENTATION FOR DETAILS OF WALL BRACING REQUIREMENTS90X45X2 MGP10 TOP PLATE90X45 MGP10 PINE BOTTOM PLATES.90X45 MGP10 PINE STUDS AT 450 CTRS. 3.0m HEIGHT MAX.NOGGINGS 70x35 MGP10 AT 1350 CTRSJAMB STUDS.0 - 900mm - 90x45 MGP10901 - 1800mm - 2 x 90 x 45 MGP101801 - 2400mm - 2 x 90 x 45 MGP102401 - 3000 - 2 x 90 x 45 MGP1070X35 MGP10 PINE NOGGINS @ 1350 CTRS

PLINTH BOARDS INSTALLED UNDER WEATHERBOARD WALLS IN MATERIAL SUITABLE FOR OUTDOOR USE IF IN CONTACTWITH GROUND SURFACE AND GAPS FOR REQUIRED SUB FLOOR VENTILATION.

10MM PLASTERBOARD LINING TO INTERNAL WALLS.13MM PLASTERBOARD LINING TO INTERNAL CEILINGS.

BRACING GENERALLY IN ACCORDANCE WITH AS1684 AND/OR ENGINEERS DETAILS.BUILDER/INSTALLER OF PROPRIETARY WALL SYSTEMS AND LINING PRODUCTS IS TO ENSURE STRICT ADHERENCE WITHMANUFACTURERS SPECIFIC INSTALLATION REQUIREMENTS TO ENSURE MAXIMUM EFFICIENCY OF PRODUCT IS ACHIEVED.IT IS THE RESPONSIBILITY OF THE INSTALLER TO ENSURE UNDERSTANDING OF MATERIALS & PRODUCTS SPECIFIEDPRIOR TO CONSTRUCTION.

ROOF:SEE ENGINEERS DOCUMENTATION FOR SPECIFIED ROOF MEMBER AND CONSTRUCTION DETAILS

LINTELS - SEE ENGINEERS DETAILS

EXISTING ROOFS TO BE RE-COVERED AND OR EXTENDED.BUILDER/CONTRACTOR TO INSPECT ROOF STRUCTURE PRIOR TO INSTALLATION OF NEW COVER. ANY DAMAGEDMEMBERS OR REPLACEMENT MEMBERS THAT ARE REQUIRED TO ENSURE STRUCTURAL INTEGRITY TO BE INSTALLED ASREQUIRED.

SITE ENVIRONMENT DESIGN INFORMATION

SITE BUSHFIRE ATTACK ASSESSMENT (SIMPLIFIED METHOD)BAL CLASSIFICATION 12.5SEE REPORT PREPARED BY KEYSTONE ALLIANCE REF: 1691 FOR ALL CONSTRUCTION REQUIREMENTS

SOIL CLASSIFICATIONSITE CLASSIFICATION: PREFER TO SOIL REPORT: EMT040615BY: BAYSIDE GEOTECHNICAL

DESIGN GUST WIND SPEED / WIND CLASSIFICATIONBUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2010 FOR AN ASSUMED DESIGNGUST WIND SPEED / WIND CLASSIFICATION OF (N2)(SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFERTO AS1684 FOR CONSTRUCTION REQUIREMENTS.

CLIMATE ZONECLIMATE ZONE FOR THERMAL DESIGN / THERMAL PERFORMANCE ASSESSMENT : ZONE 6

CORROSION PROTECTION OF BUILT-IN STRUCTURAL MEMBERSPROVIDE CORROSION PROTECTION OF BUILT-IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS,SHELF ANGLES, CONNECTORS, ACCESSORIES (OTHER THAN WALL TIES) IN ACCORDANCE WITH TABLE 4.1OF AS4773.1-2010 MASONRY IN SMALL BUILDINGS PART 1: DESIGN SUITABLE FOR AN ENVIRONMENTCLASSIFICATION OF 'MODERATE ENVIRONMENT'CORROSION PROTECTION FOR SHEET ROOFINGPROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA TABLE 3.5.1.1ASUITABLE FOR AN ENVIRONMENT CLASSIFICATION OF 'MODERATE ENVIRONMENT'

AUTHORITIES / CONSULTANTSTHESE PLANS HAVE BEEN PREPARED BY EMT PROJECTS - BEN EMMETT / DP-AD 28163MUNICIPALITY: MOOROONDAH CITY COUNCILSEWERAGE AUTHORITY:RELEVANT BUILDING SURVEYOR: CONTI GROUP / JEREMY CONTICONSULTING STRUCTURAL ENGINEER: SHACKELFORD CONSUTING / CRAIG SHACKELFORDGEOTECHNICAL ENGINEER: BAYSIDE GEOTECHNICALTHERMAL PERFORMANCE ASSESSOR: KEYSTONE ALLINACE

RESIDENTIAL SUSTAINABILITY MEASURES.

FOR NEW CLASS 1:BUILDINGS MUST BE FITTED WITH (SEE OPTIONS BELOW) IN CONJUNCTION WITH SPECIFIED INSULATION SEEN INTHERMAL ASSESSORS REPORT PREPARED BY:KEYSTONE ALLIANCE REF: JOB NO: 10780

OPTION 1: ACHIEVE A HOUSE ENERGY RATING OF 6 STARS FOR THE BUILDING FABRIC PLUS A HOT WATER SYSTEMINSTALLED IN ACCORDANCE WITH PLUMBING REGULATION 2008OR-OPTION 2: ACHIEVE A HOUSE ENERGY RATING OF 6 STARS FOR THE BUILDING FABRIC PLUS A2000 LITRE RAINWATER TANK (HAVING A MIN. 50m2 ROOF CATCHMENT AREA SUPPLYING ALL SANITARY FLUSHINGSYSTEMS:

ARTIFICIAL LIGHTINGLAMP POWER DENSITY OR ILLUMINATION POWER DENSITY OF ARTIFICIAL LIGHTING, EXCLUDING HEATERSTHAT EMIT LIGHT, MUST NOT EXCEED(i) IN CLASS 1 BUILDING , 5W/M2, AND(ii) ON A VERANDAH OR BALCONY ATTACHED TO CLASS 1 BUILDING 4W/M2, AND(iii) IN CLASS 10 BUILDING, 3W/M2.WHERE ILLUMINATION POWER DENSITY IS USED, IT MAY BE INCREASED BY DIVIDING IT BY THEILLUMINATION POWER DENSITY ADJUSTMENT FACTOR IN TABLE 3.12.5.3 AS PER PART 3.12.5.5 BCA LATESTEDITION

NOTE: INSTALLATION OF LIGHTING AND RELATIVE SWITCHES TO BE IN AS PER REQUIREMENTS SET OUT IN PART 3.12.5.5 OF THE BCA - LATESTEDITION & INSTALLED TO THE SATISFACTION OF THE APPOINTED BUILDING SURVEYOR. IF THE SELECTION OF FITTING(S) OR PRESCRIBED WATTAGEDIFFERS OR IS GREATER THAN THAT SEEN IN SCHEDULE, INSTALLER IS TO ENSURE THAT THE ALTERED LAYOUT CONFORMS WITH THE STANDARDAND RATIOS INDICATED.

ALL FINAL LIGHTING & FAN LOCATIONS AND SWITCHING TO BE CONFIRMED ON SITE BY CLIENT WITH INSTALLING CONTRACTOR PRIOR TO FINALINSTALLATION. LIGHTS TO BE FITTED WITH DIMMER AS SPECIFIED

BUILDER TO LIAISE WITH ELECTRICIAN TO ENSURE SUITABLE ACCESS FOR REPLACEMENT OF GLOBES / TRANSFORMERS ETC FOR DOWN LIGHTS

PROVIDE 'ISOLITE' HEAT GUARD AND TRANSFORMER ISOLATOR TO EACH RECESSED DOWNLIGHT FITTING BY ARROWFORM PTY. LTD. OR SIMILARAPPROVED BY APPOINTED BUILDING SURVEYOR WHERE LIGHT FITTINGS REQUIRE SEPARATION FROM INSULATION MATERIAL. THIS WILL ENSURETHAT THERE IS NOT A REDUCTION OF THE REQUIRED CEILING INSULATION LEVELS. IN THE EVENT GUARDS ARE NOT FITTED BUILDER / INSTALLERIS TO UPGRADE INSULATION AS REQUIRED TO THE SATISFACTION OF THE APPOINTED BUILDING SURVEYOR.

ALL OUTDOOR COMPONENTS TO BE WEATHER PROOF & SUITABLE FOR OUTDOOR USE. SWITCHES ADJACENT TO WET AREAS TO BE INSTALLED ASPER RELEVANT AUSTRALIAN STANDARD IN CONJUNCTION WITH BCA REQUIREMENTS, TO THE SATISFACTION OF THE APPOINTED BUILDINGSURVEYOR

TOP OF HAND RAILS TO BE MINIMUM 865MM ABOVE STAIR NOSING AND FLOOR SURFACE OF RAMPS.

WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREATO UNDERSIDE OF BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK.

CONCRETE STUMPS:UP TO 1400MM LONG TO BE 100MM X 100MM (1 NO. H.D. WIRE)1401MM TO 1800MM LONG TO BE 100MM X 100MM (2 NO. H.D. WIRES)1801MM TO 3000MM LONG TO BE 125MM X 125MM (2 NO. H.D. WIRES)100MM X 100MM STUMPS EXCEEDING 1200MM ABOVE GROUND LEVEL TO BE BRACED WHERE NOPERIMETER BASE BRICKWORK PROVIDED.

FOR BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRY UNITS,MORTAR AND ALL BUILT IN COMPONENTS AND THE LIKE COMPLYING WITH THE DURABILITYREQUIREMENTS OF TABLE 4.1 OF AS4773.1-2010 'MASONRY IN SMALL BUILDINGS' PART 1: DESIGN

ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANTAUTHORITIES APPROVAL.

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALLOTHER CONSULTANTS DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED INTHE COURSE OF THE CONTRACT.

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATERTIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING ALL WORKS.

THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELSAND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OFANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITYREQUIREMENTS.

THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES ANDTHE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGEBEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING ANDUNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM.

THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF EMT PROJECTS FORTHE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ONTHESE PLANS WITHOUT THE DESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NORESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.

THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKEIS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BEACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDINGSURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.

STORMWATER100 MM DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTIONOPENINGS AT 9000MM C/C AND AT EACH CHANGE OF DIRECTION.

THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN100MMUNDER SOIL 50MMUNDER PAVED OR CONCRETE AREAS100MMUNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS 75MM UNDER REINFORCED CONCRETE DRIVEWAYS

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HERS) REPORTAND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THEACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION

IMPORTANT NOTE: LEVELS / TITLE BOUNDARY/ EASEMENT / TREE PROTECTIONZONES AND FENCE LINES REFERENCED DERIVE FROM LAND SURVEYORS

DRAWINGS BY MILLAR | MERRIGAN (REF 1619P2_V4) ISSUED TO THIS OFFICEBEING RECORDED PRIOR TO EXCAVATION OF SUBJECT SITE. SEE RELEVANTDOCUMENTATION FOR DETAILS TO BE REFERENCED WITH APPROVED TOWN

PLANNING PERMIT CONDITIONS AND REGISTERED PLAN OF SUBDIVISION. NOWORKS TO BE UNDERTAKEN WITHIN ANY BUILDING EXCLUSION ZONE OR

EASEMENT WITHOUT APPROVAL FROM RELATIVE AUTHORITY.

DIMENSIONS/LEVELS & LAYOUT OF PROPOSED NEWWORKS SHALL BE CHECKED ON SITE BY

BUILDER/CONTRACTOR PRIOR TO COMMENCEMENT OFANY WORKS. ANY DISCREPANCIES ARE TO BE REPORTED

TO THE OWNER AND/OR DESIGNER IMMEDIATELY FORRECTIFICATION. SITE CUT & FILL AREAS TO BE CHECKED

AND ADJUSTED AS REQUIRED.

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K A R D I N I A C R E S C E N T

187°

06'40

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99°40'40" 19.866

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BUILDER / CONTRACTOR TO REFER TO MARKERS ON SITE PROVIDED BY LANDSURVEYOR FOR CONFIRMATION OF EASEMENT & BUILDING EXCLUSION

ZONE(S). DURING SETOUT IF IT IS FOUND THAT DIMENSIONS SHOWN ON PLANSARE INCONSISTENT WITH LAND SURVEYORS MARKER(S). BUILDER TO ENSURE

WORKS ARE CONTAINED WITHIN ALLOWABLE AREAS. IF DIMENSIONS AREREQUIRED TO BE ADJUSTED THIS OFFICE IS TO BE CONTACTED. EMT PROJECTSWILL NOT BE RESPONSIBLE FOR ANY WORKS OUTSIDE ALLOWABLE ENVELOPE.A B C D

3

2

DA B C

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DA B C

PRIOR TO WORKS COMMENCING ALL LEVELS TO BE CHECKED &CONFIRMED BY RELEVANT CONTRACTOR(S) AFTER EXCAVATION

TO ENSURE INSTALLATION OF ANY NEW CONSTRUCTION &SERVICES IS APPRORIATE AND IN CONJUNCTION WITH

DOCUMENTS ISSUED. IF ANY FURTHER EARTHWORKS THAT ARETO BE CONDUCTED AFTER ISSUING OF THIS DRAWING SET,DISCREPANCIES & REQUIRED ADJUSTMENTS ARE TO BE

INDICATED TO SITE MANAGER/BUILDER FOR RECTIFICATION

PLEASE REFER TO ENDORSED CIVIL PLAN BY APPOINTEDENGINEER FOR ALL DRAINAGE REQUIREMENTS

PROPOSED DOUBLE STOREYRESIDENCE AT:33 KARDINIA CRESCENT,WARRANWOOD VIC.

FOR: DAVEY CONSTRUCTIONS

SHEET 1: COVER / GENERAL NOTES/ SPECIFICATION / SITE PLANSHEET 2: GROUND FLOOR &LOWER FLOOR PLAN(S).SHEET 3: ELEVATIONS &WINDOW SCHEDULESHEET 4: SECTION A-A & B-BSHEET 5: SECTION C-C

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RETAINING WALL (AT LOWER LEVEL OFFSET FROM WALL) TOENGINEERS DETAILS. REFER TO RELEVANT DOCUMENTATION FORCONSTRUCTION AND DRAINAGE REQUIREMENTS

LANDSCAPING WORKS BY OTHERS. ANYBUILDING WORKS IN THIS AREA TO BE

APPROVED BY RELEVANT AUTHORITY ANDAPPOINTED BUILDING SURVEYOR PRIOR TO

COMMENCEMENT

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APPROXIMATE LOCATION OFADJACENT HOUSE

7350 APPROX

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NO: 35

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NO: 29

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D R I V E W A Y

W D 2FOR CONSTRUCTIONDATE ISSUED: 10.09.2015

THESE DRAWINGS ARE NOT TO BE USED FORCONSTRUCTION UNLESS APPROVED / STAMPED

BY APPOINTED BUILDING SURVEYOR

REV B - 03.09.2015

THIS AREA HAS BEEN DESIGNATED AS LAND PRONE TOTERMITE ATTACK. BUILDER TO ENSURE BUILDING IS

PROTECTED AS PER MEASURES SETOUT IN BCA / AS3660

F F L - 1 5 0 . 3 0 L O W E R F L O O R

1:100

1 5

B U I L D I N G D E S I G N C O N S U L T A N T SE M T - P R O J E C T SSHOP 3 - 20 BLACKBURN ROAD, BLACKBURN VIC 3130

p - 9878 8086 m - 0400 002 693 f - 9878 [email protected] www.emtprojects.com.au

REFERENCE NO:

REVISION

DATE:

DRAWN:

SHEET:OF

COPYRIGHT - EMT PROJECTS RETAINS COPYRIGHT AND OWNERSHIP OF THESE PREPARED DOCUMENTS & MUST NOT BEREPRODUCED OR COPIED WITHOUT WRITTEN CONSENT FROM EMT PROJECTS. ALL RIGHTS RESERVED

C

SCALE: @ A1

BE

A1 O

RIGI

NAL S

IZE

PROPOSED DOUBLE STOREY RESIDENCE AT:

33 KARDNIA STREET,WARRANWOOD

CLIENT: DAVEY CONSTRUCTIONS

SEPT 2015 15-007

B

CONTI GROUPBUILDING

CONSULTANTSBUILDING

PERMIT

ISSUED 06/10/2015NUMBER BS-U 26220-20150127/0

RELEVANT BUILDING SURVEYORJeremy Conti

BS-U 26220

TERMITE PROTECTION REQUIREDBUSHFIRE PROTECTION REQUIRED

S C A L E 1 : 1 0 0 @ A 1

1200

0

L I N E O F U P P E R F L O O R

LOWERFLOOR PLAN

L I N

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T O

R A

G ET WM

GAS FIRE

- DENOTES EXHAUST FAN DISCHARGING AT 10L/S TO MEETBCA REQUIREMENTS

- DENOTES SMOKE ALARM. INSTALLED TO AUST. STANDARDSAND TO SATISFY BCA REQUIREMENTS PART 3.7.2 AND MUSTBE INTERCONNECTED IN THE EVENT THEY ARE ACTIVATED.

EX

SD

SOIL CLASSIFICATION 'CLASS P 'REFER TO GEOTECHNICAL REPORT BY:

BAYSIDE & SUBURBSSOIL REPORT NUMBER 040615 FOR FUTURE

CONSTRUCTION RECOMMENDATIONSAND DETAILS.

SPACE FLOOR AREA MAX ALLOWABLE WATTAGE

GROUND FLOOR 263SQM 5WATTS = 1315 WATTS

A R T I F I C I A L L I G H T I N G A L L O W A N C E

X

LOWER FLOOR X81SQM 5WATTS = 405 WATTS

TOTAL ALLOWABLE INTERNAL AREAS 344 SQM X 5W = 1720 WATTS TOTAL COMBINED

ALFRESCO 23SQM 4WATTS = 92 WATTSX

PORCH 3SQM 4WATTS = 12 WATTSX

TOTAL ALLOWABLE EXTERNAL AREAS 76SQM X 4W = 304WATTS TOTAL COMBINED

GARAGE 50SQM X 3WATTS = 150 WATTS TOTAL

BUILDER / ELECTRICIAN TO PROVIDE DOCUMENTATION ON REQUEST TO BUILDINGSURVEYOR CONFIRMING THE FITTING(S) INSTALLED DONT EXCEED ALLOWABLE RATESAS SEEN IN TABLE ABOVE.IN THE EVENT A LIGHTING PLAN IS REQUIRED BY THIS OFFICE NO WORKS TO COMMENCEUNTIL LIGHT FITTINGS ARE SELECTED AND WATTAGE CONFIRMED & ISSUED TO EMTPROJECTS FOR DOCUMENTING



240

6350 OFFICE / GARAGE

90

3880 MPR

90

1100 WC

240

5070 MPR

660

90

2280

90

660

1200

250 OH ABOVE

230

5510 GARAGE DOOR OPENING 240 2700 230 2140 240

1200

400

11990 BUILDING OVERALL (LOWER)

3000

3250

240

2180

90

5490

90

2000

240

660

660

1423230

8240

240

200

1099

0

90

2420

2400 (ABOVE)

1200 3400

5750

5120

142054055165

5520

1064

0

2183

0

255

1200

0

46003250

10570

825

1200

0

240

7140

9027

00

240

9837

1370

11780

9837

2161

7

C A R P E T

SD

EX

DOORS CENTRED TO WALL UNLESSOTHERWISE SPECIFIED

STAIRS SHALL BE PROVIDED WITH SUITABLE SLIP RESISTANTFINISH. TREAD SURFACE SHALL ACHIEVE A CLASSIFICATION OF P3OR R10 WHEN DRY OR P4 OR P11 WHEN TESTED IN ACCORDANCEWITH AS4586 SLIP RESISTANCE CLASSIFICATION OF NEWPEDESTRIAN MATERIALS

BUILDER / PLUMBER TO ENSURENO SERVICES ARE INSTALLED IN

WALL AREA FOR DOOR CAVITY

WC DOORS TO TOILET PANS LOCATED WITHIN1.2m OF THE DOOR JAMB LIFT OFF HINGESMUST BE FITTED. OTHERWISE THE DOORSMUST SWING OUTWARDS

1GF 2

GF 3GF 4GF

19GF

18GF

17GF

16GF

15GF

14GF

13GF

12GF

11GF

10GF

8GF

9GF

7GF

6GF

5GF

LF25

LF24

LF23

LF22

LF21

LF20

240mm BRICK VENEER WALL90mm TIMBER STUD / 40mm CAVITY / 110mm BRICKW PLASTERBOARD TREATMENT AS SPECIFIED

S C A L E 1 : 1 0 0 @ A 1

GROUNDFLOOR PLAN

WC DOORS TO TOILET PANS LOCATED WITHIN1.2m OF THE DOOR JAMB LIFT OFF HINGESMUST BE FITTED. OTHERWISE THE DOORS

MUST SWING OUTWARDS

ROBE DOORS AS SELECTED

ROBE DOORS AS SELECTED

ROBE

DOO

RS A

S SE

LECT

ED

EXEX

EX

EX

EX

C A R P E T

C A R P E T

C A R P E T

C A R P E T

T I L E S

T I L E S

T I L E S

T I L E S

T I L E S

1880

1270

CPDSHELVES

SHR

BATH

VBF L O O R B O A R D S

F L O O R B O A R D S

F L O O R B O A R D S

F L O

O R

B O

A R

D S

SD

SD

T I L E S

SHR

VBX2

2050 WC 90 4600 1200 STAIR

5030 LIVING

90

3555 L'DRY

90

1100

90

600

90

7535 DINING

600 1300 950 1775

3600

11152050

200

1300

1100

1655

1365

3665 BATHROOM 90 2895 WIR 90 1200 90

1555 90 915 90

2560 ENSUITE 90 4000 BED 1 90 6320 LIVING

13440

1160 1570 1055 2170 1055 2170 1055 2170 1050

13455 BUILDING OVERALL (ON ANGLE)

100

3555 BED 2

90

1100

90

4625 KITCHEN 4000 DECK

3555 BED 390

1100

90

190090 250

2385

1000

190 464090

5730 1400 1600

960 1210 1055 1210 960 960 1210 1104 1210 960 3000

13840

400

4180

4360

4180

BED

1

90

2000

WIR

1655

2325

LINE

N13

50 P

'TRY

1200

3615

FAMI

LY80

5

9090

9090

90

4050

KITC

HEN

98015

8012

000

1373

0

1315

345

1373

0

3000

6930 5310 3400

3000

34003000

445

1284

0

1375

9052

50 S

TAIR

VOID

90

5480

ALF

RESC

O10

047

80 FA

MILY

4450

960

2410

2760

2410

2870

240

5000

240

960

1210

820

1210

960

11410

5480

5160

2205

0

2690

ENSU

ITE

9090

9090

9090

9090

9010

0

900

WC30

00 B

ATHR

OOM

1100

PDR

1807

L'DR

Y60

033

00 B

ED 2

600

3300

BED

332

00 B

ED 4

805

3000

1680

1210

2160

1810

590

600

480

1570

1560

2170

1920

2170

3930

2185

0

W A

L L

L I N

E

O V E

R A

L L

O V E

R A

L L

W A

L L

L I N

E

O V E R A L L

W A L L L I N E

1200

0

1284

0

824

O V E R A L L

W A L L L I N E

IF THIS PROPERTY IS LOCATED IN A DESIGNATEDTERMITE AREA (TBC).

A SUITABLE TERMITE BARRIER IS TO BE INSTALLED INACCORDANCE WITH BCA PART 3.1.3 /OR AS 3660.1 TO

THE SATISFACTION OF THE APPOINTED BUILDINGSURVEYOR

IN AREAS AT JUNCTION OF DIFFERING MATERIAL FOR FLOORCOVERINGS - BUILDER CONTRACTOR TO ENSURE FINISHED

SURFACE IS LEVEL WITH NO TRIP HAZARDS

DIMENSIONS/LEVELS & LAYOUT OF PROPOSED NEW WORKS SHALLBE CHECKED ON SITE BY BUILDER/CONTRACTOR PRIOR TO

COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES ARE TO BEREPORTED TO THE OWNER AND/OR DESIGNER IMMEDIATELY FOR

RECTIFICATION. SITE CUT & FILL AREAS TO BE CHECKED ANDADJUSTED AS REQUIRED.

MECHANICAL VENTILATION TO BE PROVIDED TO BE PROVIDED TOSANITARY COMPARTMENTS, LAUNDRY AND BATHROOM(S) DIRECTLY

TO OUTSIDE OF BUILDING OR INTO ROOF SPACE IF ADEQUATELEYVENTILATED BY OPEN EAVES OR ROOF VENTS (OR) IS COVERED BY

ROOF TILES WITHOUT SARKING OR SIMILAIR WHICH WOULD PREVENTVENTING THRU GAPS BETWEEN TILES

REFER TO THERMAL ASSESSORS REPORT BY KEYSTONEALLIANCE FOR ALL INSULATION REQUIREMENTS

REFER TO ENGINEERS DRAWINGS FOR LOCATION OF ARTICULATIONJOINTS. ARTICULATION JOINTS ARE REQUIRED EVERY 5 METRESAND ARE TO BE LOCATED AS FAR AWAY FROM A CORNER AS THE

HEIGHT OF THE WALL, AT CHANGES IN WALL HEIGHTS ANDCHANGES IN FOUNDING MATERIALS. THEY ARE REQUIRED TO BE

10MM FOR MASONRY UP TO 3M AND 15MM FOR MASONRY UP TO 6M AND ARE TO BE FILLED WITH MASTIC. REFER TO RELEVANT

DOCUMENTATION FOR CONSTRUCTION DETAILS

230mm WIDE BRICK MASONRY WALL IN AREAS WHERESUB-FLOOR WALL HEIGHT EXCEEDS 1.6M IN HEIGHT

110mm WIDE BRICK MASONRY SUB-FLOOR WALL230x120MM ENGAGED BRICK PIERS AT 960MM CTRS INAREAS WHERE WALL HEIGHTS ARE UNDER 1.6M

3000

RETAINING WALL TO ENGINEERS DETAILS. REFER TO RELEVANTDOCUMENTATION FOR CONSTRUCTION AND DRAINAGEREQUIREMENTS

4110

1210

1179

1210

2400

600

480

REFER

TO ENG

INEERS

DOCU

MENTA

TION F

OR SU

BFLOO

R

LAYOU

T / ME

MBER

SIZES

AND C

ONSTR

UCTIO

N

REQUIR

EMENT

S

RL.150.15

5395 5445

OUTLINE OF DECK AND STAIRS ABOVE

6

B

1375

2688

WT2

WT2

WT2

WT2

WT2

WT2

WT3

WT3

WT3

WT3

WT3

WT3

WT3

WT3

6

A

6

B

7

C

WT1

WT1

WT1

WT1

WT1

WT2

WT2

WT2

WT2

WT2

WT4WT4

WT5

WT5

WT5

WT5

GARAGE DOOR AS SELECTED INSTALLED TOINSTALLERS SPECIFICATION IN CONJUNCTIONWITH STRUCTURAL SUPPORT REQUIRED FOR

OPENING. BUILDER TO LIAISE WITH INSTALLERTO ENSURE ALL SPATIAL REQUIREMENTS ARE

KNOWN PRIOR TO WORKS COMMENCING

STIFFENED RAFT SLAB TO ENGINEERS DESIGNSEE RELEVANT DOCUMENTATION FOR

CONSTRUCTION DETAILS

SUB SURFACE WATER TO BE DIVERTED AWAY FROMDWELLING TO COMPLY WITH BCA PART 3.1.2.3

DEPENDANT ON SELECTED DRAINAGE TREATMENT ANDADJACENT LANDSCAPING / PAVING ETC TBC.




W A L L T Y P E S C H E D U L E

IF ALTERNATE SYSTEM OR COMBINATION IS TO BE USED FOR UPPERLIGHTWEIGHT WALL CLADDING. BUILDER / CONTRACTOR TO ISSUE RELEVANT

MANUFACTURERS SPECIFICATION & CERTIFICATION DOCUMENTS TO APPOINTEDBUILDING SURVEYOR FOR APPROVAL PRIOR TO WORKS COMMENCING

WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL SYSTEM INSTALLED TOMANUFACTURERS SPECIFICATION. WALL THICKNESS ADJUSTEDACCORDINGLY FOR ANY BRACING REQUIRED.

INTERNAL WALLS 90mm W PLASTERBOARD TREATMENT ASSPECIFIED

230mm WIDE BRICK MASONRY WALL IN AREAS WHERE SUB-FLOORWALL HEIGHT EXCEEDS 1.6M IN HEIGHT

110mm WIDE BRICK MASONRY SUB-FLOOR WALL230x120MM ENGAGED BRICK PIERS AT 960MM MAX. CTRS INAREAS WHERE WALL HEIGHTS ARE UNDER 1.6M

REFER TO ENGINEERS DRAWINGS FOR LOCATION OF ARTICULATION JOINTS.LEVELS ARE TO BE CONFIRMED AFTER EXCAVATION AND WALL TYPES FOR SUB

FLOOR DETERMINED IN CONJUNCTION WITH ENGINEERS DESIGN.

WT1

WT2

WT3

WT4

WT5

SKY.L

SKYLIGHT - VEULX OR SIMILAR INSTALLEDTO MANUFACTURERS SPECIFICATION.

FINAL LOCATION TO BE CONFIRMED ONSITE BY OWNER PRIOR TO FRAMING OF

SUBJECT AREA.

SKY.L

SKY.L

( R I D

G E

O V

E R) LINE OF ROOF CHANGE (OVER)

( R I D

G E

O V

E R)

EXTENT OF ROOF OVER

COLUMN / POST WITHINBOXED FIN. EXTERNALCLADDING AS SPECIFIED

DOOR TO ALFRESCO AS SELECTED INSTALLED TOMANUFACTURERS SPECIFICATION IN CONJUNCTIONWITH STRUCTURAL SUPPORT REQUIRED FOROPENING. BUILDER TO LIAISE WITH INSTALLER TOENSURE ALL SPATIAL REQUIREMENTS ARE KNOWNPRIOR TO WORKS COMMENCING

DECKING BOARDS AS SELECTED

6

A

7

C

6

A

6

B

6

B

7

C

6

A

7

C

M P R

E

O F F I C E

G A R A G E


N

B E D 2

B E D 4

B E D 3

B E D 1

L I V I N G

E

D E C K

K

D I N I N G

F A M I L Y

P

A L F R E S C O

L

B W I R4600

F F L - 1 5 3 . 4 8

F F L - 1 5 0 . 2 5

3250

N

P A

S S

A G

E

O V E

R A

L L

W A

L L

L I N

E

DN

150m

153m

151m

152m

150m

149m

T I T L E B O U N D A R Y


T I T

L E

B O

U N

D A

R Y

T I T

L E

B O

U N

D A

R Y

920720

CSD

720 CSD

720 CSD

820

720

820

820

820

820

620 CSD

12345 6 7 8 9 1011121314 151617

820

820

820

A B C D

3

2

DA B C

1

DA B C

360

1295

1043

010

640

1088

1

4450

190

DN

12345 6

UP

150m

153m

151m

152m

150m

149m



T I T

L E

B O

U N

D A

R Y

T I T

L E

B O

U N

D A

R Y

820

820

820

820820

720

820

820

12345 6 7 8 9 1011121314 151617

A B C D

3

2

DA B C

1

DA B C

103515

70

1043

010

640

20

20805

350350

90 STUD

100 90

10090 STUD

190100

90 STUD

20 LO

WER

OFFS

ET

90 S

TUD

100

90 S

TUD

93°

2385

90 S

TUD

100

90 S

TUD

100 90 STUD

100 90

100 90

100 90

100 90 10090

10090

10090

3500

3100

71003100

250 OH ABOVE

3400 TO OS STUD

4750 TO OS STUD

3000

WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL

SYSTEM INSTALLED TO MANUFACTURERSSPECIFICATION. WALL THICKNESS

ADJUSTED ACCORDINGLY FOR ANYBRACING REQUIRED.

F F L - 1 5 0 . 3 0

TENSIONED WIRE BALUSTRADE TO BE CONSTRUCTEDTO DECK PERIMETER IN ACCORDANCE WITH BCAPART 3.9.2 POST SPACED & FIXED INTO FRAME /STRUCTURE & AS REQUIRED MAX. 1.5M SPACING.MINIMUM HEIGHT OF 1.0M ABOVE UPPER FINISHEDDECK SURFACE AND SPACED SO A 80mm SPHERE ISUNABLE TO PASS THROUGH ANY OPENINGS

TIMBER STUD WALL WITH POST WITHIN TO SUPPORT BEAMABOVE. FEATURE STONE CLADDING TO BE APPLIED TO OUTER FACE

TO MANUFACTURERS INSTALLATION RECOMMENDATION WINDOWSIZES TO BE COS ADJUSTED AS REQUIRED

BUILDER TO CONFIRM EXTENT OF STONE CLADDING ON SITE WITH INSTALLER ANDDIMENSIONS TO SUIT SELECTED SYSTEM. DIMENSIONS SHOWN ARE TO BRICK / STUD

WALLS ONLY (SHOWN DASHED)

SD

WATERPROOFING OF ALL WET AREAS IS TO BE UNDERTAKEN INACCORDANCE WITH REFERENCED REQUIREMENTS LISTED IN

GENERAL NOTES: CONTRACTOR / INSTALLER TO PROVIDE WRITTENCOMPLIANCE THAT WORKS HAVE BEEN UNDERTAKEN WITH AN

APPROVED / CERTIFIED PRODUCT TO THE SATISFACTION OF THEAPPOINTED BUILDING SURVEYOR

REV B - 03.09.2015

REV B - 03.09.2015

REV B - 03.09.2015

REV B - 03.09.2015

REV B - 03.09.2015

REV B - 03.09.2015

REV B - 03.09.2015



REV B - 03.09.2015

500m

m ST

EP

1:100

2 5



REFERENCE NO:

REVISION

DATE:

DRAWN:

SHEET:OF


C

SCALE: @ A1

BE

A1 O

RIGI

NAL S

IZE




SEPT 2015 15-007

B

CONTI GROUPBUILDING

CONSULTANTSBUILDING

PERMIT



BS-U 26220


E A S T E L E V A T I O NS C A L E 1 : 1 0 0 @ A 1

N O R T H E L E V A T I O NS C A L E 1 : 1 0 0 @ A 1

2700

2700

2700

W E S T E L E V A T I O NS C A L E 1 : 1 0 0 @ A 1

S O U T H E L E V A T I O NS C A L E 1 : 1 0 0 @ A 1

2750

2700

SECTIONAL GARAGE DOOR AS SELECTED INSTALLEDTO MANUFACTURERS SPECIFICATION

LINE OF ROOF OVER ALFRESCO (INBACKGROUND)

LINE OF BALCONY (IN BACKGROUND)

ALUMINIUM WINDOWS IN COLOUR &CONFIGURATION AS SPECIFIED

PARAPET WITH LOW PITCHED ROOFCONCEALED BEHIND

ANGLED ROOF OVER ALFRESCO. SEESECTIONS FOR DETAILS

REAR DOOR TO ALDRESC AS SELECTED


BRICK VENEER WALL TO LOWER FLOORRENDER FINISH IN COLOUR AS SELECTED

TIMBER BASEBOARDS PAINTED INCOLOUR AS SELECTED


BRICK VENEER WALL TO LOWER FLOORRENDER FINISH IN COLOUR AS SELECTED

RIDGE OF MAIN ROOF AT FRONT

EXTENT OF ROOF OVER BED 4 /FAMILY ROOM

EXTENT OF ROOF OVER KITCHEN /ALFRESCO

TIMBER STAIRS TO REAR YARDTIMBER BASEBOARDS PAINTED INCOLOUR AS SELECTED

F F L - 1 5 3 . 4 8

F F L - 1 5 0 . 2 5

F F L - 1 5 3 . 4 8

7320

DESCRIPTIONWIN No. SIZE (WXH)

W I N D O W / G L A Z I N G S C H E D U L EHEAD HGT

W15

W16

W17

W18

W19

W20

W21

W22

W01

W02

W04

W03

W06

W05

W08

W07

W10

W09

W11

W12

W13

W141570mm x 2100mm 2400mm ALUMINIUM - AWNING

ALL GLAZING TO COMPLY AND BE INSTALLED INACCORDANCE WITH AS1288-2006 - WINDOWS TO COMPLY WITH AS 2047ALL GLAZING IN BATHROOM OR ENSUITE WITHIN 2000mm OF FFL TO BE GRADE A SAFETY GLASS*WINDOWS TO BE IN MATERIAL FITTED WITH HARDWARE AND CONFIGURATION AS SELECTED BY OWNER**EXISTING OPENING SIZES TO BE CONFIRMED ON SITE (COS) BY SUPPLIER & BUILDER FOR WINDOWS THAT ARE BEINGREPLACED****REVEALS TO BE ADJUSTED TO SUIT TIMBER FRAME AND SELECTED CLADDING MATERIAL ACCORDINGLY.REFER TO THERMAL ASSESSORS, ENERGY RATING REPORT FOR GLAZING TYPES AND THICKNESSNOTE: WINDOW SIZES ARE SHOWN IN NOMINAL DIMENSIONS ONLY - DIMENSIONS MAY VARY DEPENDING ON MANUFACTURERSREQUIREMENTS AND EXISTING CONDITIONS. ALL SIZES TO BE CONFIRMED PRIOR TO ORDER OF MATERIALS. TIMBER WALLS ANDFRAMES TO BE BUILT IN CONJUNCTION WITH MANUFACTURERS REQUIREMENTS. IN AREAS OF MASONRY CONSTRUCTIONBUILDER IS LIAISE WITH RELATIVE TRADES TO ENSURE WINDOWS INDICATED ON DRAWINGS ARE IN CONJUNCTION WITHDIMENSIONS OF STANDARD METRIC BRICK.ALL WINDOWS ORDERED BY OWNER/BUILDER/PROJECT MANAGER ARE TO COMPLY WITH REQUIRENTS OF BCA & AS1288(LATEST EDITION).WINDOW OPENINGS ARE TO COMPLY WITH BCA 3.9.2.5 AND BE FITTED WITH DEVISE AND OR BE RESTRICTED TO OPENING SIZEAS SPECIFIED. ANY DEVICE OR SCREEN USED MUST BE ACCREDITED AND BE APPROVED BY THE APPOINTED BUILDINGSURVEYOR PRIOR TO INSTALLATION.




4000

PARAPET EXTENDED AT SAME LEVEL SFRONT FOR 4.0M TO SIDE WALL

1GF

2GF

3GF

4GF

5GF

6GF

7GF

8GF

9GF

13GF

12GF

11GF

10GF

19GF

18GF

17GF

16GF

15GF 14

GF

23GF

24GF

25GF

LF20

LF21

LF22

DESCRIPTIONWIN No. SIZE (WXH) HEAD HGT

2170 1570

2100

300

21702170

2170mm x 2100mm 2400mm ALUMINIUM - AWNING



2410 240

0

2410

2100


2400mm ALUMINIUM - AWNING

4910

2100

300

2400

12101210

ALUMINIUM - DOOR IN CONFIGURATION AS SELECTED

2410mm x 2100mm

2400mm

ALUMINIUM - AWNING

4910mm x 2400mm

2400mm1210mm x 2100mm

ALUMINIUM - AWNING2400mm1210mm x 2100mm

2100

300

121012101210 1210

2100

300





2170

2100

2170



1210 1810 600 1570

600

1800 2

400





600mm x 600mm

1810mm x 600mm

1210mm x 600mm

2140mm x 2400mm 2400mm ALUMINIUM - FIXED

2400mm490mm x 2400mm

ALUMINIUM - FIXED

ALUMINIUM - FIXED

2400mm490mm x 2400mmSPECIAL / DOOR COMBO

W23

W24

W25

2400

1210

600

600

2400

1210

2400mm ALUMINIUM - AWNING1210mm x 2400mm





WT1

WT4

WT5

EXTENT OF SUBFLOOR PERIMTER WALL CONSTRUCTIONTO BE CONFIRMED ON SITE AFTER EXCAVATION WORKSAND DURING SETOUT


W A L L T Y P E S C H E D U L E

IF ALTERNATE SYSTEM OR COMBINATION IS TO BE USED FOR UPPERLIGHTWEIGHT WALL CLADDING. BUILDER / CONTRACTOR TO ISSUE RELEVANT

MANUFACTURERS SPECIFICATION & CERTIFICATION DOCUMENTS TO APPOINTEDBUILDING SURVEYOR FOR APPROVAL PRIOR TO WORKS COMMENCING

WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL SYSTEM INSTALLED TOMANUFACTURERS SPECIFICATION. WALL THICKNESS ADJUSTEDACCORDINGLY FOR ANY BRACING REQUIRED.

INTERNAL WALLS 90mm W PLASTERBOARD TREATMENT ASSPECIFIED

230mm WIDE BRICK MASONRY WALL IN AREAS WHERE SUB-FLOORWALL HEIGHT EXCEEDS 1.6M IN HEIGHT

110mm WIDE BRICK MASONRY SUB-FLOOR WALL230x120MM ENGAGED BRICK PIERS AT 960MM MAX. CTRS INAREAS WHERE WALL HEIGHTS ARE UNDER 1.6M

REFER TO ENGINEERS DRAWINGS FOR LOCATION OF ARTICULATION JOINTS.LEVELS ARE TO BE CONFIRMED AFTER EXCAVATION AND WALL TYPES FOR SUB

FLOOR DETERMINED IN CONJUNCTION WITH ENGINEERS DESIGN.

WT1

WT2

WT3

WT4

WT5

WT5

WT3 WT3

WT3

WT3WT3

4810

WT1

TENSIONED WIRE BALUSTRADE TO BE CONSTRUCTED TO DECK PERIMETER IN ACCORDANCEWITH BCA PART 3.9.2 POST SPACED & FIXED INTO FRAME / STRUCTURE & AS REQUIRED MAX.1.5M SPACING. MINIMUM HEIGHT OF 1.0M ABOVE UPPER FINISHED DECK SURFACE ANDSPACED SO A 80mm SPHERE IS UNABLE TO PASS THROUGH ANY OPENINGS

WT3

2400

REV A - 11.08.2015

REV A - 11.08.2015

REV A - 11.08.2015

RENDERED FINISH TO WALL CLADDING IN COLOUR ASSELECTED

RENDERED FINISH TO WALL CLADDING IN COLOUR ASSELECTED

F F L - 1 5 0 . 3 0

F F L - 1 5 0 . 3 0F F L - 1 5 0 . 2 5F F L - 1 5 0 . 3 0

BUILDER TO CONFIRM EXTENT OF STONECLADDING ON SITE WITH INSTALLER.

ALL FIRST FLOOR WINDOWS WHICH ARE LESS THAN1.7M FROM FINISHED FLOOR LEVEL ARE TO BERESTRICTED TO A MAXIMUM 125mm OPENING.

REV B - 03.09.2015

REV B - 03.09.2015



F I N I S H E D C E I L I N G L E V E L



F I N I S H E D F L O O R L E V E L



1:100

3 5



REFERENCE NO:

REVISION

DATE:

DRAWN:

SHEET:OF


C

SCALE: @ A1

BE

A1 O

RIGI

NAL S

IZE




SEPT 2015 15-007

B

CONTI GROUPBUILDING

CONSULTANTSBUILDING

PERMIT



BS-U 26220


482

2750

FJ TO

US

TRUS

S

2750

SLA

D TO

US

FJ

T I T

L E

B O

U N

D A

R Y

3250

3400

4590

L I N

E O

F E

A S

E M

E N T

T I T

L E

B O

U N

D A

R Y

3000

3000

3400

2400

S E C T I O N A - AS C A L E 1 : 5 0 @ A 1

S E C T I O N B - BS C A L E 1 : 5 0 @ A 1

M A S T E R L I V I N G

G A R A G EM P R

STAIR

B E D 3 A L F R E S C O K I T C H E N

190

41227

00

2700

240

3000

190

412

230

1100

F F L - 1 5 3 . 4 8

F F L - 1 5 0 . 3 0

F F L - 1 5 3 . 4 8

WINDOW SILLS AT OPENINGS TO BE FORMED ANDFLASHED AS REQUIRED IN CONJUNCTION WITH

SELECTED WALL SYSTEM AND WINDOWS




FB8

CONTINUOUS HANDRAIL TO BE INSTALLED TO ONESIDE OF STAIRWELL AND IN CONJUNCTION WITHREQUIREMENTS OUTLINED IN BCA PART 3.9.2.4BASED ON SELECTION OF MATERIAL / SYSTEM

DA B C

B A T H R O O M

WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL SYSTEM INSTALLED TO

MANUFACTURERS SPECIFICATION. WALL THICKNESS ADJUSTEDACCORDINGLY FOR ANY BRACING REQUIRED.

FLOOR JOIST SYSTEM AS SPECIFIED INSTALLED TOMANUFACTURERS INSTRUCTIONS TO BE READ IN

CONJUNCTION WITH ENGINEERS STRUCTURAL DESIGN



WALL TYPE 1 - 240mm BRICK VENEER WALL90mm TIMBER STUD / 40mm CAVITY / 110mm BRICK

W PLASTERBOARD TREATMENT AS SPECIFIED

LANDSCAPING WORKS BY OTHERS. ANY WORKS IN THISAREA TO BE APPROVED BY RELEVANT AUTHORITY AND

APPOINTED BUILDING SURVEYOR PRIOR TOCOMMENCEMENT

FOOTING, SLAB & BEAM DESIGN TO ENGINEERS DESIGN ANDDOCUMENTATION. REFER TO RELEVANT DOCUMENTATIONFOR STRUCTURAL DETAILS AND CONSTRUCTIONREQUIREMENTS

AREA DESIGNATED FOR SERVICES WITHIN ROOF TRUSS. SIZETO BE CONFIRMED WITH TRADES REQUIRING SPACE FOR

SERVICES. PRIOR TO MANUFACTURERKLIPLOCK ROOF OR SIMILAR INSTALLED ON BATTENS - ROOFFRAMING @ MIN 3° PITCH. FIXING AS PER MANUFACTURERSSPECIFICATION

FB3 (IN BACK GROUND)

BARRIER TO BE CONSTRUCTED TO PERIMTER OF STAIR VOID INACCORDANCE WITH BCA PART 3.9.2. ASSUMED AS TIMBER STUD WALLFIXED INTO FRAME / STRUCTURE AS REQUIRED. LINED WITH PLASTER TOA MINIMUM HEIGHT OF 1.0M ABOVE UPPER FINISHED FLOOR SURFACE (TOBE CONFIRMED AND DIMENSIONS ADJUSTED ACCORDINGLY)

LINE OF ROOF AT FRONT OF DWELLING BEHIND(SHOWN DASHED)

JOINERY SHOWN INDICATIVE ONLY. BY OTHERS.REFER TO RELEVANT DOCUMENTATION FORDETAILS

1100

MIN

TENSIONED WIRE BALUSTRADE TO BE CONSTRUCTED TO DECK PERIMETERIN ACCORDANCE WITH BCA PART 3.9.2 POST SPACED & FIXED INTOFRAME / STRUCTURE & AS REQUIRED. MINIMUM HEIGHT OF 1.0M ABOVEUPPER FINISHED DECK SURFACE AND SPACED SO A 125mm SPHERE ISUNABLE TO PASS THROUGH ANY OPENINGS

DJ1

WP1WP1

FJ127

50 FJ

TO U

S TR

USS

2700

RB4

P1 (IN WALL & BOXED FIN)

TIMBER ROOF TRUSSES (SHOWN AT 3° PITCH) INSTALLEDTO MANUFACTURERS SPECIFICATION IN CONJUNCTION WITHENGINEERS DESIGN. DOCUMENTATION OF SYSTEM TO BEISSUED TO BUILDING SURVEYOR FOR APPROVAL

TIMBER ROOF TRUSSES (SHOWN AT 3° PITCH) INSTALLEDTO MANUFACTURERS SPECIFICATION IN CONJUNCTION WITHENGINEERS DESIGN. DOCUMENTATION OF SYSTEM TO BEISSUED TO BUILDING SURVEYOR FOR APPROVAL.

FOOTINGS & PIERS TO ENGINEERS DESIGN ANDDOCUMENTATION. REFER TO RELEVANT DOCUMENTATION

FOR STRUCTURAL DETAILS AND CONSTRUCTIONREQUIREMENTS



FB10

RL1


DOOR TO ALFRESCO AS SELECTED INSTALLED TO MANUFACTURERSSPECIFICATION IN CONJUNCTION WITH STRUCTURAL SUPPORT REQUIREDFOR OPENING. BUILDER TO LIAISE WITH INSTALLER TO ENSURE ALLSPATIAL REQUIREMENTS ARE KNOWN PRIOR TO WORKS COMMENCING

PARAPET WITH CAPPING FLASHED TO BOX GUTTER 400 X 150mmAND SEALED. BOX GUTTER INSTALLED WITH SUMP, CONNECTED TOEXTERNAL RAINWATER HEAD (SEE PLANS FOR LOCATIONS),DOWNPIPE AND DRAINAGE SYSTEM AS REQUIRED.

SKYLIGHT

NATURAL GROUND LINE SHOWN INAPPROXIMATE LOCATION

PARAPET WITH CAPPING FLASHED TO BOX GUTTER 400 X 150mmAND SEALED. BOX GUTTER INSTALLED WITH SUMP, CONNECTED TO

EXTERNAL RAINWATER HEAD (SEE PLANS FOR LOCATIONS),DOWNPIPE AND DRAINAGE SYSTEM AS REQUIRED.

DOORS AS SELECTED

ROOF EXTENSION TO BE FITTED BY BUILDER AFTERINSTALLATION OF TRUSSES. SEE ENGINEERS DETAILS FORTIMBER SIZES / FIXING DETAILS AND BRACINGREQUIREMENTS. NO WORKS ARE TO ENCROACH INTO LINE OFEASEMENT


PERIMETER WALL SYSTEM TO BE DETERMINED AFTEREXCAVATION OF SUBJECT AREA AND HEIGHTS OF SUBJECT

WALLS IS KNOWN

SEWER IN APPROXIMATE LOCATION

250

WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL SYSTEM INSTALLED TO

MANUFACTURERS SPECIFICATION. WALL THICKNESS ADJUSTEDACCORDINGLY FOR ANY BRACING REQUIRED.

250

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ALL LEVELS SHOWN ON THIS ISSUE OF DRAWINGS ARE REFLECTIVE OF EXISTINGCONDITIONS PRIOR TO EXCAVATION WORKS & ARE TO BE USED FOR REFERENCE

PURPOSES ONLY. FIGURED LEVELS ARE TO BE CONFIRMED BY BUILDER PRIOR TO WORKSCOMMENCING. IN THE EVENT THAT DIFFERENCES ARE RECORDED THAT CHANGE THEOVERALL HEIGHT AND REQUIRED SETBACKS THIS OFFICE IS TO BE CONTACTED FOR

RECTIFICATION

DIMENSIONS/LEVELS & LAYOUT OF PROPOSED NEW WORKS SHALL BE CHECKED ON SITEBY BUILDER/CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. ANY

DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND/OR DESIGNER IMMEDIATELYFOR RECTIFICATION. SITE CUT & FILL AREAS TO BE CHECKED AND ADJUSTED AS

REQUIRED.

REFER TO ENGINEERS DRAWINGS FOR LOCATION OF ARTICULATION JOINTS.ARTICULATION JOINTS ARE REQUIRED EVERY 5 METRES AND ARE TO BE LOCATED AS FARAWAY FROM A CORNER AS THE HEIGHT OF THE WALL, AT CHANGES IN WALL HEIGHTS ANDCHANGES IN FOUNDING MATERIALS. THEY ARE REQUIRED TO BE 10MM FOR MASONRY UPTO 3M AND 15MM FOR MASONRY UP TO 6 M AND ARE TO BE FILLED WITH MASTIC. REFER

TO RELEVANT DOCUMENTATION FOR CONSTRUCTION DETAILS

SLABS / BEAMS / FOOTINGS SHOWN INDICATIVE ONLY. REFER TO ENGINEERSCOMPUTATIONS & STRUCTURAL DRAWINGS FOR ALL DETAILS




WINDOW SILLS AT OPENINGS TO BE FORMED ANDFLASHED AS REQUIRED IN CONJUNCTION WITH

SELECTED WALL SYSTEM AND WINDOWS

F F L - 1 5 0 . 2 5

ALL FIRST FLOOR WINDOWS WHICH ARE LESS THAN1.7M FROM FINISHED FLOOR LEVEL ARE TO BERESTRICTED TO A MAXIMUM 125mm OPENING.

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1:50

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REFERENCE NO:

REVISION

DATE:

DRAWN:

SHEET:OF


C

SCALE: @ A1

BE

A1 O

RIGI

NAL S

IZE




SEPT 2015 15-007

B

CONTI GROUPBUILDING

CONSULTANTSBUILDING

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BS-U 26220


150 (FR

ONT E

ASEME

NT)

151

152

152.60

(REAR

EASEM

ENT)

149

153

12000

12000

LINE O

F GAR

AGE /

MPR

(REA

R)

7000

APP

ROX.

ROOF

ZONE

TBC

F F L - 1 5 3 . 4 8

F F L - 1 5 0 . 3 0

S E C T I O N C - CS C A L E 1 : 5 0 @ A 1

S T A I R V O I D

F A M I L YK I T C H E N L I V I N G

( M A S T E R B E H I N D )

( S T O R E U N D E R )

230

2750

FJ TO

US

TRUS

S

2750

SLA

D TO

US

FJ

345

412

2700

2700

482

4060

190

2700

412 482

3182

3 2 1

FOOTINGS & PIERS TO ENGINEERS DESIGN ANDDOCUMENTATION. REFER TO RELEVANT DOCUMENTATIONFOR STRUCTURAL DETAILS AND CONSTRUCTIONREQUIREMENTS

BARRIER TO BE CONSTRUCTED TO PERIMTER OF STAIR VOID INACCORDANCE WITH BCA PART 3.9.2. ASSUMED AS TIMBER STUD WALLFIXED INTO FRAME / STRUCTURE AS REQUIRED. LINED WITH PLASTER TOA MINIMUM HEIGHT OF 1.0M ABOVE UPPER FINISHED FLOOR SURFACE (TOBE CONFIRMED AND DIMENSIONS ADJUSTED ACCORDINGLY)

CONTINUOUS HANDRAIL TO BE INSTALLED TO ONE SIDE OFSTAIRWELL AND IN CONJUNCTION WITH REQUIREMENTSOUTLINED IN BCA PART 3.9.2.4 BASED ON SELECTION OFMATERIAL / SYSTEM



TIMBER ROOF TRUSSES (SHOWN AT 3° PITCH) INSTALLEDTO MANUFACTURERS SPECIFICATION IN CONJUNCTION WITHENGINEERS DESIGN. DOCUMENTATION OF SYSTEM TO BEISSUED TO BUILDING SURVEYOR FOR APPROVAL

WALL TYPE 1 - 240mm BRICK VENEER WALL90mm TIMBER STUD / 40mm CAVITY / 110mm BRICK

W PLASTERBOARD TREATMENT AS SPECIFIEDSTAIRS CONSTRUCTED IN ACCORDANCE WITH BCA

PART 3.9.1. ALLTREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP

FINISH OR SUITABLENON-SKID STRIP NEAR EDGE OF NOSING.

DRAIN TO REAR OF LOWER REAR WALLCONNECTED TO STORMWATER SYSTEM TOCOUNCIL REQUIREMENTS


KLIPLOCK ROOF OR SIMILAR INSTALLED ONBATTENS - ROOF FRAMING @ MIN 3° PITCH. FIXING

AS PER MANUFACTURERS SPECIFICATION

ENTRY DOOR / WINDOWS TO GLAZIERS DETAILS

HEATER / FIRE SYSTEM AS SELECTED INSTALLED TOMANUFACTURERS SPECIFICATION IN CONJUNCTION WITHREQUIREMENTS SETOUT IN BCA PART 3.7.3

FOOTING, SLAB & BEAM DESIGN TO ENGINEERS DESIGN ANDDOCUMENTATION. REFER TO RELEVANT DOCUMENTATIONFOR STRUCTURAL DETAILS AND CONSTRUCTIONREQUIREMENTS


WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL SYSTEM

INSTALLED TO MANUFACTURERSSPECIFICATION. WALL THICKNESS ADJUSTEDACCORDINGLY FOR ANY BRACING REQUIRED.

REV B - 03.09.2015

WALL TYPE 3 - 190mm WIDE WALL.90MM STUD / 100MM MASTERWALL SYSTEMINSTALLED TO MANUFACTURERSSPECIFICATION. WALL THICKNESS ADJUSTEDACCORDINGLY FOR ANY BRACING REQUIRED.




ALL LEVELS SHOWN ON THIS ISSUE OF DRAWINGS ARE REFLECTIVE OF EXISTINGCONDITIONS PRIOR TO EXCAVATION WORKS & ARE TO BE USED FOR REFERENCE

PURPOSES ONLY. FIGURED LEVELS ARE TO BE CONFIRMED BY BUILDER PRIOR TO WORKSCOMMENCING. IN THE EVENT THAT DIFFERENCES ARE RECORDED THAT CHANGE THEOVERALL HEIGHT AND REQUIRED SETBACKS THIS OFFICE IS TO BE CONTACTED FOR

RECTIFICATION

DIMENSIONS/LEVELS & LAYOUT OF PROPOSED NEW WORKS SHALL BE CHECKED ON SITEBY BUILDER/CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. ANY

DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND/OR DESIGNER IMMEDIATELYFOR RECTIFICATION. SITE CUT & FILL AREAS TO BE CHECKED AND ADJUSTED AS

REQUIRED.

REFER TO ENGINEERS DRAWINGS FOR LOCATION OF ARTICULATION JOINTS.ARTICULATION JOINTS ARE REQUIRED EVERY 5 METRES AND ARE TO BE LOCATED AS FARAWAY FROM A CORNER AS THE HEIGHT OF THE WALL, AT CHANGES IN WALL HEIGHTS ANDCHANGES IN FOUNDING MATERIALS. THEY ARE REQUIRED TO BE 10MM FOR MASONRY UPTO 3M AND 15MM FOR MASONRY UP TO 6 M AND ARE TO BE FILLED WITH MASTIC. REFER

TO RELEVANT DOCUMENTATION FOR CONSTRUCTION DETAILS

SLABS / BEAMS / FOOTINGS SHOWN INDICATIVE ONLY. REFER TO ENGINEERSCOMPUTATIONS & STRUCTURAL DRAWINGS FOR ALL DETAILS




REV B - 03.09.2015

1:50

5 5



REFERENCE NO:

REVISION

DATE:

DRAWN:

SHEET:OF


C

SCALE: @ A1

BE

A1 O

RIGI

NAL S

IZE




SEPT 2015 15-007

B

CONTI GROUPBUILDING

CONSULTANTSBUILDING

PERMIT



BS-U 26220


Sheets and ViewsKARDINIA WD2A-1_SITEKARDINIA WD2A-2_FPSKARDINIA WD2A-3_ELEVSKARDINIA WD2A-4_SECTION_A-A_B-BKARDINIA WD2A-5_SECTION C-C

BS-U 26220 99°40'40 19.86 S NO: 35 FOR:DAVEY ......OF AS4773.1-2010 MASONRY IN SMALL BUILDINGS PART...

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Transcript of BS-U 26220 99°40'40 19.86 S NO: 35 FOR:DAVEY ......OF AS4773.1-2010 MASONRY IN SMALL BUILDINGS PART...