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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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152.87
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K A R D I N I A C R E S C E N T
187°
06'40
"
45.90
M
99°40'40" 19.866
8
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22
151m
7°06
'40"
46
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19.84 M
152m
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JUNCTIONPIT
152m
151m
149m
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A
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B
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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
1
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
3 . 0
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1 2 . 0 M W I D E B U I L D I N G E X C L U S I O N Z O N E
1 2 . 0 M W I D E B U I L D I N G E X C L U S I O N Z O N E
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
F A L L 3 °
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4 0 0
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A L F R E S C O ( B E L O W )
F A L L 3 °
LINE OF ENTRY WALL AT LOWEST LEVEL
LINE OF GARAGE WALL AT LOWEST LEVEL
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BOXED FIN (UNDER)
SKY.L
1043
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3400
13840
1200
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3020 LOWER
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1373
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3000 EASEMENT
1284
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640
S C A L E 1 : 1 0 0 @ A 1NSITE PLAN
V A C A N T L O T
14200 APPROX
G A R A G ED R I V E W A Y
APPROXIMATE LOCATION OFADJACENT HOUSE
7350 APPROX
NO: 33
NO: 35
NO: 31
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
E N
/ S
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
THESE DRAWINGS ARE NOT TO BE USED FORCONSTRUCTION UNLESS APPROVED / STAMPED
BY APPOINTED BUILDING SURVEYOR
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.
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.
240mm BRICK VENEER WALL90mm TIMBER STUD / 40mm CAVITY / 110mm BRICKW PLASTERBOARD TREATMENT AS SPECIFIED
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
W D 2FOR CONSTRUCTIONDATE ISSUED: 10.09.2015
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
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
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
THIS AREA HAS BEEN DESIGNATED AS LAND PRONE TOTERMITE ATTACK. BUILDER TO ENSURE BUILDING IS
PROTECTED AS PER MEASURES SETOUT IN BCA / AS3660
REV B - 03.09.2015
500m
m ST
EP
1:100
2 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
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
ALUMINIUM WINDOWS IN COLOUR &CONFIGURATION AS SPECIFIED
BRICK VENEER WALL TO LOWER FLOORRENDER FINISH IN COLOUR AS SELECTED
TIMBER BASEBOARDS PAINTED INCOLOUR AS SELECTED
ALUMINIUM WINDOWS IN COLOUR &CONFIGURATION AS SPECIFIED
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.
W D 2FOR CONSTRUCTIONDATE ISSUED: 10.09.2015
THESE DRAWINGS ARE NOT TO BE USED FORCONSTRUCTION UNLESS APPROVED / STAMPED
BY APPOINTED BUILDING SURVEYOR
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
2170mm x 2100mm 2400mm ALUMINIUM - AWNING
2170mm x 2100mm 2400mm ALUMINIUM - AWNING
2410 240
0
2410
2100
2410mm x 2100mm 2400mm ALUMINIUM - AWNING
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
ALUMINIUM - AWNING2400mm1210mm x 2100mm
ALUMINIUM - AWNING2400mm1210mm x 2100mm
ALUMINIUM - AWNING2400mm1210mm x 2100mm
ALUMINIUM - AWNING2400mm1210mm x 2100mm
2170
2100
2170
2170mm x 2100mm 2400mm ALUMINIUM - AWNING
2170mm x 2100mm 2400mm ALUMINIUM - AWNING
1210 1810 600 1570
600
1800 2
400
1570mm x 600mm 2400mm ALUMINIUM - AWNING
2400mm ALUMINIUM - AWNING
2400mm ALUMINIUM - AWNING
2400mm ALUMINIUM - AWNING
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
2400mm ALUMINIUM - AWNING1210mm x 2400mm
2400mm ALUMINIUM - AWNING600mm x 600mm
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.
WT1
WT4
WT5
EXTENT OF SUBFLOOR PERIMTER WALL CONSTRUCTIONTO BE CONFIRMED ON SITE AFTER EXCAVATION WORKSAND DURING SETOUT
240mm BRICK VENEER WALL90mm TIMBER STUD / 40mm CAVITY / 110mm BRICKW PLASTERBOARD TREATMENT AS SPECIFIED
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
THIS AREA HAS BEEN DESIGNATED AS LAND PRONE TOTERMITE ATTACK. BUILDER TO ENSURE BUILDING IS
PROTECTED AS PER MEASURES SETOUT IN BCA / AS3660
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 C E I L I N G L E V E L
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
F I N I S H E D F L O O R 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
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
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
W D 2FOR CONSTRUCTIONDATE ISSUED: 10.09.2015
THESE DRAWINGS ARE NOT TO BE USED FORCONSTRUCTION UNLESS APPROVED / STAMPED
BY APPOINTED BUILDING SURVEYOR
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
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.
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
FLOOR JOIST SYSTEM AS SPECIFIED INSTALLED TOMANUFACTURERS INSTRUCTIONS TO BE READ IN
CONJUNCTION WITH ENGINEERS STRUCTURAL DESIGN
FB10
RL1
JOINERY SHOWN INDICATIVE ONLY. BY OTHERS.REFER TO RELEVANT DOCUMENTATION FORDETAILS
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
NATURAL GROUND LINE SHOWN INAPPROXIMATE LOCATION
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
REV B - 03.09.2015
REV B - 03.09.2015
REV B - 03.09.2015
REV B - 03.09.2015
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
SOIL CLASSIFICATION 'CLASS P 'REFER TO GEOTECHNICAL REPORT BY:
BAYSIDE & SUBURBSSOIL REPORT NUMBER 040615 FOR FUTURE
CONSTRUCTION RECOMMENDATIONSAND 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.
REV B - 03.09.2015
1:50
4 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
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
FLOOR JOIST SYSTEM AS SPECIFIED INSTALLED TOMANUFACTURERS INSTRUCTIONS TO BE READ IN
CONJUNCTION WITH ENGINEERS STRUCTURAL DESIGN
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
JOINERY SHOWN INDICATIVE ONLY. BY OTHERS.REFER TO RELEVANT DOCUMENTATION FORDETAILS
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
NATURAL GROUND LINE SHOWN INAPPROXIMATE LOCATION
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.
W D 2FOR CONSTRUCTIONDATE ISSUED: 10.09.2015
THESE DRAWINGS ARE NOT TO BE USED FORCONSTRUCTION UNLESS APPROVED / STAMPED
BY APPOINTED BUILDING SURVEYOR
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
SOIL CLASSIFICATION 'CLASS P 'REFER TO GEOTECHNICAL REPORT BY:
BAYSIDE & SUBURBSSOIL REPORT NUMBER 040615 FOR FUTURE
CONSTRUCTION RECOMMENDATIONSAND DETAILS.
REV B - 03.09.2015
1:50
5 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
Sheets and ViewsKARDINIA WD2A-1_SITEKARDINIA WD2A-2_FPSKARDINIA WD2A-3_ELEVSKARDINIA WD2A-4_SECTION_A-A_B-BKARDINIA WD2A-5_SECTION C-C