REFERNOTE: TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER LAYOUTS STRUCTURAL NO:TGLM060218 SITE CLASSIFCATION
& DESIGN. STORMWATER DRAINAGE CIVIL AND STRUCTURAL ENGINEERS TIGER LI (STRUCTURE) FEATURE SURVEY - B.R.SMITH SURVEYORS 6/10-14 RAILWAY AVENUE PH (03)9870 6602 THERMAL PERFORMANCE ASSESSOR JONATHAN DUVERGE- NORTHERN ENIRONMENTAL DESIGN- 1A/12 LAMBOURN ROAD WATSONIA VIC 3087 AUSTRALIA PH:0401 231 476 jd@nedesign.net.au RELEVANT BUILDING SURVEYOR REDTEXTAS MUNICIPALITY GLEN EIRA CITY COUNCIL AUTHORITIES / CONSULTANTS BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 AND
REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY WORKS.
1 ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, "BUILDING INTERIM REGULATIONS 2018" NOT BUILDING REGULATIONS 2006, THE NATIONAL CONSUTRUCTION CODE OF AUSTRALIA 2019 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN. THESE PLANS HAVE ALSO BEEN PREPARED FOR THE EXCLUSIVE USE BY ('THE DESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSONS WHO USES OR RELIES ON THESE PLANS WITHOUT THE DESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE THESE DRAWINGS ARE NOT TO BE USED FOR PLANNING AND/OR BUILDING PERMIT APPLICATIONS OR FOR ANY OTHER PURPOSE UNLESS SPECIFICALLY APPROVED IN WRITING BY THE DESIGNER GENERAL NOTES (NCC 2019) CEILINGS (UNIT 1 & 2): R 5.0 INSULATION TO CEILING OF FLAT ROOF. R 6.0 INSULATION TO CEILING OF TILED ROOF. FLOORS CONCRETE SLAB EXCEPT GARAGE (UNIT 1 only): R 0.7 BULK INSULATION. (UNIT 1&2): TIMBER FLOOR: R 2.5 BULK INSULATION. -WALL EXTERNAL CONCRETE WALLS AND RETAINING WALLS SURROUNDING ENSUITE 1 & LAUNDRY(UNIT 1 only):90mm R 2.5 BULK INSULATION EXTERNAL BRICK VENEER WALLS: 90mm R 2.5 BULK INSULATION INTERNAL WALLLS SURROUNDING GARAGE AND BATHROOM 1 (UNIT ONLY): 90mm R 2.5 BULK INSULATION. -GLAZING (UNIT 1):D08 1GF, W07 1GF,W08 1GF,W13 1GF,W03 1FF,W04 1FF,W07 1FF,W08 1FF,W11 1FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED AIR FILL CLEAR WITH A U-VALUE OF 3.10 AND SHGC OF 0.49 FOR DOUBLE HUNG, FIXED, LOUVRE SLIDING, STACKER DOOR. -GLAZING (UNIT 2):D08 2GF, D11 2GF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED AIR FILL CLEAR WITH A U-VALUE OF 3.10 AND SHGC OF 0.49 FOR DOUBLE HUNG, FIXED, LOUVRE SLIDING, STACKER DOOR. -GLAZING (UNIT & 2):W05 1BF, W01 2BF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED AIR FILL CLEAR WITH A U-VALUE OF 6.70 AND SHGC OF 0.57 FOR AWNING BIFOLD CASEMENT TILT & TURN ENTRY DOOR, FRENCH DOOR, HINGED DOOR. -GLAZING (UNIT 1 & 2): D07 1BF,W01 1BF,W02 1BF,W03 1BF,W04 1BF,D09 1GF,W01 1GF,W02 1GF,W03 1GF,W04 1GF,W05 1GF,W06 1GF,W09 1GF,W10 1GF,W11 1GF,W12 1GF,D05 1FF,D16 1FF,W01 1FF,W02 1FF,W05 1FF,W06 1FF,W09 1FF,W10 1FF,D02 2BF,D01 2GF,D10 2GF,W05 2GF,W06 2GF,W08 2GF,W09 2GF,W10 2GF,D02 2FF,W01 2FF,W02 2FF,W03 2FF,W05 2FF,W11 2FF,W12 2FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED AIR FILL CLEAR WITH A U-VALUE OF 3.10 AND SHGC OF 0.39 FOR AWNING BIFOLD, CASEMENT TILT & TURN ENTRY DOOR, FRENCH DOOR HINGED -GLAZINGDOOR. 2):W01 2GF,W02 2GF,W03 2GF,W04 2GF,W07 2GF,W04 2FF,W06 2FF,W07 2FF,W08 2FF,W09 2FF,W10 2FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED AIR FILL CLEAR WITH A U-VALUE OF 3.60 AND SHGC OF 0.54 FOR DOUBLE HUNG, FIXED, LOUVRE SLIDING, STACKER DOOR. AIR LEAKAGE (UNIT 1& 2) 3.12.3.1-ALL CHIMNEYS AND FLUES TO BE FITTED WITH SELF CLOSING DAMPERS....
ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. DESIGN GUST WIND SPEED / WIND CLASSIFICATION SITE CLASSIFICATION AS:CLASS P SOIL REPORT FILE REF.
THE RAINWATER TANK OVERFLOW POINT OF DISCHARGE SHALL BE CONNECTED INTO THE PROPOSED STORM WATER SYSTEM AND MEET THE REQUIREMENTS AS/NZS 3500.3 & AND ALL OTHER RELEVANT AUTHORITIES REQUIREMENTS.
PROPOSED DUAL OCCUPANCY DEVELOPMENT 26 Newton Street, Surrey Hills, VIC REVISION SCHEDULE REVDATEDESCRIPTION
ALLWORKS.STORMWATER
(UNIT
19ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED /SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING. 18 STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM, AND WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS. 17WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
3 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTS’ DRAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.
NOTE: REFER TO CIVIL ENGINEERS DESIGN DRAWINGS /DETAILS AND SPECIFICATIONS FOR ALL RAIN WATER TANK CAPACITIES & STORM WATER CONNECTIONS. RAIN WATER TANK (RWT) PROVISIONS
IF THE INSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL NFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED WITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL.
16 GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH NCC2019 PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER.
6FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5SITE PLAN MEASUREMENTS ARE IN METERS U.N.O. 4 THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
12 ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE NCC2019. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR ENTRIES. 11CEILING MOUNTED EXHAUST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. 10ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OF HINGES. 9INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. 8THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. 7 THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
TERMITE PROTECTION 3ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT. 2TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE).
1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 18007 03 06 2019 WD000 COVER PAGE 26 Newton Street, Surrey Hills VIC 3127 DRAWING REGISTER NUMBERSHEET SHEET NAMEREVISION WD000COVER WD001EXISTINGPAGESITE PLAN WD002PROPOSED SITE PLAN WD003BASEMENT FLOOR PLAN WD004GROUND FLOOR PLAN WD005FIRST FLOOR PLAN WD006ROOF WD007REFLECTEDPLAN CEILING PLAN BASEMENT WD008REFLECTED CEILING PLAN GROUND FLOOR WD009REFLECTED CEILING PLAN FIRST FLOOR WD014D/WWD013SECTIONSWD012SECTIONSWD011ELEVATIONSWD010ELEVATIONSSCHEDULE BASEMENT & GROUND FLOOR WD015D/W SCHEDULE FIRST FLOOR WD016CONSTRUCTION DETAILS SHEET 1 WD017CONSTRUCTION DETAILS SHEET 2 WD018CONSTRUCTION DETAILS SHEET 3 WD019STAIR WD020RETAININGDETAILSWALL SCHEDULE 4 THE HOME OWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED. 3A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION. 2RECORD IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. 1NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO TERMITE PROTECTION... THE BUILDER/OWNER SHALL: WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH NCC2019 PART 3.1.3 THERMITE RISK MANAGEMENT.
23 U.N.O TYPICALLYALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC. 22 BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS. 21 HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS. 20 PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
1 TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS). WALL LININGS AS FOLLOWS: 24 ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS.
15 ALL PROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES TO A HEIGHT OF 1800 MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150 MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75 MM OF A WALL IN ACCORDANCE WITH PART 3.8.1 OF NCC 2019 AND AS3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH PART 3.8.1 OF NCC2019 AND AS3740:'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION. 14 ALL MASONRY TO COMPLY WITH CURRENT AS 3700, PART 3.3 OF THE NCC 2019 AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & SPECIFICATIONS. ALL WEEPHOLES TO BE LOCATED ABOVE ANY DPC OR FLASHING AND SHALL NOT EXCEED 1.2M CTRS AS PER AS3700 13 ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES.
PROPOSED DWELLINGS ACHIEVES 6.0 STARS REFER TO ENERGY RATERS FIRST RATE 5 REPORT FOR ALL ENERGY RATING REQUIREMENTS THROUGHOUT. INSULATION REQUIREMENTS AS PER ENERGY RATERS
2 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
ALLOW TO CONNECT RAINWATER TANK TO SUPPLY RAINWATER TO THE FOLLOWING: ALL SANITARY FLUSHING SYSTEMS AND LAUNDRY COLD WATER OUTLET. ALLOW TO PROVIDE ALL APPROPRIATE PUMPING FACILITIES AS PER CAPACITY REQUIREMENTS AND IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES.
DRAINAGE
ALLOW TO PROVIDE A MIN. OF 100MM VERTICAL DISTANCE BETWEEN THE RAINWATER HEAD AND THE TANK INLET. THE RAINWATER HEAD IS TO BE LEAF SCREENED & VERMIN & INSECT PROOFED (INCLUDING MOSQUITO SCREENING). THE STORM WATER SYSTEM IS REQUIRED TO BE DESIGNED WITH THE PROVISION TO DRAIN STAGNATE WATER DURING DRY WEATHER PERIODS (E.G. CAPPED RELIEF ACCESS POINT AT THE LOWEST LEVEL OF STORM WATER DRAINAGE SYSTEM).
ALLOW TO PROVIDE ADEQUATE BEDDING SUPPORT FOR PLUMBED RAINWATER TANK AS PER MANUFACTURER'S RECOMMENDATION & SPEC'S. ALL RAINWATER TANK INSTALLATIONS MUST BE IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES. WHEN CONNECTED TO INTERNAL FIXTURES/APPLIANCES THEY MUST ALSO BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION & THE MANUFACTURER'S RECOMMENDATIONS, WHERE THEY ARE NOT IN CONFLICT WITH AS/NZS 3500.1.
E) ALL BUILDINGS AND WORKS FOR THE DEMOLITION OF THE SITE AND CONSTRUCTING OF THE DEVELOPMENT (AS SHOWN ON THE ENDORSED PLANS) MUST NOT ALTER THE EXISTING GROUND LEVEL OR TOPOGRAPHY OF THE LAND WITHIN 1.8M OF THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6.
D) THE PROJECT ARBORIST AND BUILDER MUST ENSURE THAT TPZ FENCING CONDITIONS ARE BEING ADHERED TO THROUGHOUT THE ENTIRE BUILDING PROCESS, INCLUDING SITE DEMOLITION, LEVELLING AND LANDSCAPE WORKS.
4536°SLOPE 7386M STREETNEWTON ERASMUS STREET TREE TPZ 4.9M RADIUS TPZ TREE 6 TPZ 6M RADIUS TPZ TPZ TPZ TPZ TPZ TPZ TPZ TPZ TPZ TREE 2 TPZ 6.8M RADIUS TPZ TPZ TREE TPZ 7.8M RADIUS TPZ LEGEND -HABITABLE WINDOWHAB. W -NON HABITABLE WINDOWW -2000L RAIN WATER TANKRWT -OBSCURED FROSTED GLASSMBOB -ELECTRICAL METER BOX MAIL -MAIL BOX GAS -GAS METER BINS -ALLOCATED BIN PLACEMENT -PRIVATE OPEN SPACEPOS -EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT -EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT T# T# -PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING) NO MORE THAN 25% TRANSPARENT -EXISTING STRUCTURE TO BE DEMOLISHED TREE PROTECTION NOTES: 1. PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND OR DEMOLITION WORKS ON THE LAND, A TREE PROTECTION ZONE (TPZ) MUST BE ESTABLISHED ON THE SUBJECT SITE AND THE NATURE STRIP, AND MAINTAINED DURING AND UNTIL COMPLETION OF ALL BUILDINGS AND WORKS INCLUDING LANDSCAPING, AROUND THE FOLLOWING TREES IDENTIFIED IN THE PLAN IN APPENDIX 1, IN ACCORDANCE WITH THE DISTANCES AND MEASURES SPECIFIED BELOW, TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY:
v. ALL SUPPORTS AND BRACING SHOULD BE OUTSIDE THE TPZ AND ANY EXCAVATION FOR SUPPORTS OR BRACING SHOULD AVOID DAMAGING ROOTS WHERE POSSIBLE.
iii. MULCH ACROSS THE SURFACE OF THE TPZ TO A DEPTH OF 100MM AND UNDERTAKE SUPPLEMENTARY WATERING IN SUMMER MONTHS AS REQUIRED.
iv. NO EXCAVATION, CONSTRUCTION WORKS OR ACTIVITIES GRADE CHANGES, SURFACE TREATMENTS OR STORAGE OF MATERIALS OF ANY KIND ARE PERMITTED WITHIN THE TPZ UNLESS OTHERWISE APPROVED WITHIN THIS PERMIT OR FURTHER APPROVED IN WRITING BY THE RESPONSIBLE AUTHORITY.
A) TREE PROTECTION ZONE DISTANCES: TREE 2 (PLATANUS ACERIOLIA) -6.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. ii. TREE (PLATANUS ACERIOLIA) -7.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iii. TREE 4 (PLATANUS ACERIOLIA) -4.9 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iv. TREE 6 (ULMUS) -6.0 METRE RADIUS FROM THE CENTRE OF THE TREE BASE.
2. DURING THE CONSTRUCTION OF ANY BUILDING OR WORKS THE FOLLOWING TREE PROTECTION REQUIREMENTS MUST E CARRIED OUT TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY:
B) THE PROJECT ARBORIST MUST SUPERVISE ALL WORKS WITHIN THE TPZ OF TREE 6. ANY ROOT SEVERANCE MUST BE APPROVED AND UNDERTAKEN BY THE PROJECT ARBORIST USING CLEAN, SHARP AND TREE ROOT PRUNING EQUIPMENT. THERE MUST BE NO ROOT SEVERANCE WITHIN THE SRZ OF TREE 6.
F) ALL BUILDINGS AND WORKS (SOFT LANDSCAPING ALLOWABLE), INCLUDING SOIL LEVEL CHANGES, MUST BE SETBACK 1.8M FROM THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE North 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF 3AD ARCHITECTURE.
A) PROJECT ARBORIST MUST BE APPOINTED BY THE APPLICANT OR BUILDER AND COUNCIL MUST BE INFORMED IN WRITING OF WHO THE PROJECT ARBORIST IS AND THEIR QUALIFICATIONS. ANY QUALIFICATIONS MUST READ 'ARBORICULTURE' FOR EXAMPLE 'DIPLOMA IN HORTICULTURE (ARBORICULTURE)'. THE PROJECT ARBORIST MUST HAVE A MINIMUM DIPLOMA QUALIFICATION IN ARBORICULTURAL TO BE APPOINTED AS THE PROJECT ARBORIST. THE QUALIFICATIONS OF THE PROJECT ARBORIST MUST BE TO HE SATISFACTION OF THE RESPONSIBLE AUTHORITY (RA).
GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD001 EXISTING SITE PLAN 26 Newton Street, Surrey Hills VIC 3127 Scale 1 1002WD010 EXISTING SITE PLAN1 EXISTING SINGLE STOREY BRICK HOUSE DELMOLISHED REVISION SCHEDULE REVDATEDESCRIPTION
YOUR
4.
C) THE PROJECT ARBORIST MUST ENSURE THAT ANY ROOT SEVERANCE OR BUILDINGS AND WORKS WITHIN THE TPZ OF TREE 6 DO NOT ADVERSELY IMPACT THE HEALTH AND OR STABILITY OF THE TREE NOW OR INTO THE FUTURE.
vii. WHERE CONSTRUCTION IS APPROVED WITHIN THE TPZ, FENCING AND MULCHING SHOULD BE PLACED AT THE OUTER POINT OF THE CONSTRUCTION AREA. viii. WHERE THERE ARE APPROVED WORKS WITHIN THE TPZ IT MAY ONLY BE REDUCED TO THE REQUIRED AMOUNT BY AN AUTHORISED PERSON ONLY DURING APPROVED CONSTRUCTION WITHIN THE TPZ, AND MUST BE RESTORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS AT ALL OTHER TIMES.
vi. ALL SUB SURFACE UTILITIES AND UTILITY CONNECTION POINTS, INSPECTION PITS AND ASSOCIATED INFRASTRUCTION TRENCHING AND INSTALLATION ARE TO BE DESIGNED SO THAT THEY ARE LOCATED OUTSIDE THE TPZs OF RETAINED TREES, TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY. UTILITY CONDUITS CAN BE LOCATED BENEATH TPZs BUT MUST BE INSTALLED USING TRENCHLESS EXCAVATION (EG: BORING) AND INSTALLED TO A MINIMUM DEPTH OF 0. METRES BELOW NATURAL GRADE.
B) TREE PROTECTION ZONE MEASURES ARE TO BE ESTABLISHED IN ACCORDANCE TO AUSTRALIAN STANDARD 4970-2009 AND INCLUDING THE FOLLOWING: ERECTION OF SOLID CHAIN MESH OR SIMILAR TYPE FENCING AT A MINIMUM HEIGHT OF 1.8 METRES IN HEIGHT HELD IN PLACE WITH CONCRETE FEET. ii. SIGNAGE PLACED AROUND THE OUTER EDGE OF PERIMETER THE FENCING IDENTIFYING THE AREA AS A TPZ. THE SIGNAGE SHOULD BE VISIBLE FROM WITHIN THE DEVELOPMENT, WITH THE LETTERING COMPLYING WITH AS 1319.
BOUNDARY 270°01'15" 44.20m 16.86m0°18'BOUNDARY 16.88m180°18'BOUNDARY BOUNDARY 90°00' 44.20m UNIT 2 UNIT 1 STREETNEWTON ERASMUS STREET EXISTING 3.0m WIDE CONCRETE CROSSOVER TO THE SATISFACTION OF LOCAL AUTHORITIES REQUIREMENTSEXISTING CROSSOVER TO BE WIDENED AS 3.0m WIDE CONCRETE CROSSOVER TO THE SATISFACTION OF LOCAL AUTHORITIES REQUIREMENTS BASEMENT FLOOR OUTERLINE BASEMENT FLOOR OUTERLINE RAMP TO THE GARAGE ON BASEMENT LEVEL RAMP TO THE GARAGE ON BASEMENT LEVEL 3000 WM WM GAS LETTERWATERMETERMETERBOX GAS METERWATER METER LETTER BOX FIRST FLOOR OUTLINE FIRST FLOOR OUTLINE FIRST FLOOR OUTLINE OUTLINEFLOORFIRST RWH+DP RWH+DP RWH+DPRWH+DP RWH+DPRWH+DP RWH+DP FFL 119.635 FFL 121.295 RWH+DP 2 3 4 5 2A 2B 2C 2D 6 8 9 10 12 1D 1C 1A 1B 7 1E 11
CORNER
A SPLAY OR AREA AT LEAST 50 PER CENT CLEAR OF VISUAL OBSTRUCTIONS EXTENDING
AT LEAST METRES ALONG FRONTAGE BOUNDARY FROM THE EDGE OF THE EXIT LANE AND 2.5 METRES ALONG THE EXIT LANE WITHIN THE SITE, TO PROVIDE CLEAR VIEW OF PEDESTRIANS ON THE FOOTPATH ALONG FRONTAGE. A CORNER SPLAY OR AREA AT LEAST 50 PER CENT CLEAR OF VISUAL OBSTRUCTIONS EXTENDING AT LEAST METRES ALONG FRONTAGE BOUNDARY FROM THE EDGE OF THE EXIT LANE AND 2.5 METRES ALONG THE EXIT LANE WITHIN THE SITE, TO PROVIDE CLEAR VIEW OF PEDESTRIANS ON THE FOOTPATH ALONG FRONTAGE. RWT RWT LITRESCAPACITYMINIMUM2000 CONCRETE PATH WAY FFL 121.245FFL 119.535 SW PIT TO DRAWINGSENGINEERSCIVIL SW PIT TO CIVIL ENGINEERS DRAWINGS SW PIT TO DRAWINGSENGINEERSCIVIL SW PIT TO CIVIL ENGINEERS DRAWINGS SW PIT TO CIVIL ENGINEERS DRAWINGS SW PIT TO CIVIL ENGINEERS DRAWINGS RWH+DP CORNERONFENCEFRONT HEIGHT1MMAXIMUMAT CORNERONFENCEFRONT HEIGHT1MMAXIMUMAT CONFIRM ON SITE 1955 C O N F R M O N S I T E 3485 CONFIRM ON SITE 2045 SITONCONFIRME4580 SITONCONFIRME1300 CONFIRM ON SITE 7180 SITONCONFIRME3010 CONFIRM ON SITE 7090METAL CORNER POST METAL POST 275 LEGEND -HABITABLE WINDOWHAB. W -NON HABITABLE WINDOWW -2000L RAIN WATER TANKRWT -OBSCURED FROSTED GLASSMBOB -ELECTRICAL METER BOX MAIL -MAIL BOX GAS -GAS METER BINS -ALLOCATED BIN PLACEMENT -PRIVATE OPEN SPACEPOS -EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT -EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT T# T# -PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING) NO MORE THAN 25% TRANSPARENT STORM WATER PIT TO CIVIL ENGINEERS DRAWINGS BASEMENT FLOOR WALL OUTLINE FIRST FLOOR WALL OUTLINE SITE BUILDINGAREA(sqm)AREA(sqm) GROUND FLOOR AREA(sqm) UPPER FLOOR AREA(sqm) VEHICLES COMMOM HARD AREA(sqm) PERMEABILITYSITECOVERAGE GROUND FLOOR AREA(sqm) UNIT 1UNIT 2 (INCLUDING GARAGE) TOTAL BUILDING AREA SECLUDED POS(sqm) OTHER OPEN SPACE(sqm) TOTAL EXTERNAL(sqm) DEVELOPMENT SUMMERY 35 308145166110m²m²m²m²m² 746 m² 269 293m²m² 39.3% 303m² /40.60% 90 172m²m² 35 280224m²m²m²124m²304m² GARDEN AREA(%) :316 m² 42.4% BASEMENT FLOOR AREA(sqm)71 m²100m² FIRST FLOOR AREA(sqm)92 m²80 m² BASEMENT FLOOR AREA(sqm) 171 m² BASEMENT SITE COVERAGE :174 m² /23.3% BALCONY(sqm) 21 m²21 m² NO. OF PARKING SPACES :2/DWELLING North 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD002 PROPOSED SITE PLAN 26 Newton Street, Surrey Hills VIC 3127 Scale1 1002WD010 PROPOSED SITE PLAN1 HOARDINGS OF MINIMUM HEIGHT 1800MM AND OF SOLID CONSTRUCTION ARE TO BE SHOWN ON THE SOUTHERN AND EASTERN SIDE OF THE ALLOTMENT AND ARE TO REMAIN IN PLACE FOR THE DURATION OF THE WORKS. SITE HOARDING REVISION SCHEDULE REVDATEDESCRIPTION
SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AN EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD
ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3.
North 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, IT IS THE RESPONSIBILITY TO
BUILDERS AND ALL SUB-CONTRACTORS
COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD003 BASEMENT FLOOR PLAN 26 Newton Street, Surrey Hills VIC 3127 Scale1 1002WD010 UNIT 1 & 2 BASEMENT FFL1 FINISHES LEGEND TAGDESCRIPTION CONCONCRETE FINISH. CPSELECTED CARPET FINISH.- REFER SPECIFICATION AND SCHEDULES. RWH+DPRAIN WATER HEAD. COLOURBOND COLOUR TBC WT-01WALL TYPE 1. 200mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-02WALL TYPE 2. 155mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-05WALL TYPE 5. 90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS SPECIFICATIONS. WT-07WALL TYPE 7. 110mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. CONCRETE SLAB SLOPES AWAY FROM DOOR REVISION SCHEDULE REVDATEDESCRIPTION
TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR
2. DURING THE CONSTRUCTION OF ANY BUILDING OR WORKS THE FOLLOWING TREE PROTECTION REQUIREMENTS MUST BE CARRIED OUT TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY: A) PROJECT ARBORIST MUST BE APPOINTED BY THE APPLICANT OR BUILDER AND COUNCIL MUST BE INFORMED IN WRITING OF WHO THE PROJECT ARBORIST IS AND THEIR QUALIFICATIONS. ANY QUALIFICATIONS MUST READ 'ARBORICULTURE' FOR EXAMPLE 'DIPLOMA IN HORTICULTURE (ARBORICULTURE)'. THE PROJECT ARBORIST MUST HAVE MINIMUM DIPLOMA QUALIFICATION IN ARBORICULTURAL TO BE APPOINTED AS THE PROJECT ARBORIST. THE QUALIFICATIONS OF THE PROJECT ARBORIST MUST BE TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY (RA). B) THE PROJECT ARBORIST MUST SUPERVISE ALL WORKS WITHIN THE TPZ OF TREE 6. ANY ROOT SEVERANCE MUST BE APPROVED AND UNDERTAKEN BY THE PROJECT ARBORIST USING CLEAN, SHARP AND TREE ROOT PRUNING EQUIPMENT. THERE MUST BE NO ROOT SEVERANCE WITHIN THE SRZ OF TREE 6. C) THE PROJECT ARBORIST MUST ENSURE THAT ANY ROOT SEVERANCE OR BUILDINGS AND WORKS WITHIN THE TPZ OF TREE 6 DO NOT ADVERSELY IMPACT THE HEALTH AND OR STABILITY OF THE TREE NOW OR INTO THE FUTURE. D) THE PROJECT ARBORIST AND BUILDER MUST ENSURE THAT TPZ FENCING CONDITIONS ARE BEING ADHERED TO THROUGHOUT THE ENTIRE BUILDING PROCESS, INCLUDING SITE DEMOLITION, LEVELLING AND LANDSCAPE WORKS. E) ALL BUILDINGS AND WORKS FOR THE DEMOLITION OF THE SITE AND CONSTRUCTING OF THE DEVELOPMENT (AS SHOWN ON THE ENDORSED PLANS) MUST NOT ALTER THE EXISTING GROUND LEVEL OR TOPOGRAPHY OF THE LAND WITHIN 1.8M OF THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. F) ALL BUILDINGS AND WORKS (SOFT LANDSCAPING ALLOWABLE), INCLUDING SOIL LEVEL CHANGES, MUST BE SETBACK 1.8M FROM THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. 3. ALL OBSCURED GLAZING BE MANUFACTURED AS OBSCURED GLAZING. OBSCURE FILM BEING APPLIED TO CLEAR GLASS WILL NOT BE ACCEPTED.
3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS:
NOTE. READ DRAWINGS IN CONJUNCTION WITH TOWN PLANNING PERMIT AND ENDORSED TOWN PLANNING DRAWINGS. 1. PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND OR DEMOLITION WORKS ON THE LAND, A TREE PROTECTION ZONE (TPZ) MUST BE ESTABLISHED ON THE SUBJECT SITE AND THE NATURE STRIP, AND MAINTAINED DURING AND UNTIL COMPLETION OF ALL BUILDINGS AND WORKS INCLUDING LANDSCAPING, AROUND THE FOLLOWING TREES IDENTIFIED IN THE PLAN N APPENDIX 1, IN ACCORDANCE WITH THE DISTANCES AND MEASURES SPECIFIED BELOW, TO THE SATISFACTION OF THE RESPONSIBLE A)AUTHORITY:TREEPROTECTION ZONE DISTANCES: (REFER ARBORIST REPORT FOR TREE NUMBER IDENTIFICATION) i. TREE 2 (PLATANUS ACERIOLIA) -6.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. ii. TREE (PLATANUS ACERIOLIA) -7.8 METRE RADIUS ROM THE CENTRE OF THE TREE BASE. iii. TREE 4 (PLATANUS ACERIOLIA) -4.9 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iv. TREE 6 (ULMUS) -6.0 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. B) TREE PROTECTION ZONE MEASURES ARE TO BE ESTABLISHED IN ACCORDANCE TO AUSTRALIAN STANDARD 4970-2009 AND INCLUDING THE FOLLOWING: i. ERECTION OF SOLID CHAIN MESH OR SIMILAR TYPE FENCING AT MINIMUM HEIGHT OF 1.8 METRES IN HEIGHT HELD IN PLACE WITH CONCRETE FEET. ii. SIGNAGE PLACED AROUND THE OUTER EDGE OF PERIMETER THE FENCING IDENTIFYING THE AREA AS A TPZ. THE SIGNAGE SHOULD BE VISIBLE FROM WITHIN THE DEVELOPMENT, WITH THE LETTERING COMPLYING WITH AS 1319. iii. MULCH ACROSS THE SURFACE OF THE TPZ TO A DEPTH OF 100MM AND UNDERTAKE SUPPLEMENTARY WATERING IN SUMMER MONTHS AS REQUIRED iv. NO EXCAVATION, CONSTRUCTION WORKS OR ACTIVITIES GRADE CHANGES, SURFACE TREATMENTS OR STORAGE OF MATERIALS OF ANY KIND ARE PERMITTED WITHIN THE TPZ UNLESS OTHERWISE APPROVED WITHIN THIS PERMIT OR FURTHER APPROVED IN WRITING BY THE RESPONSIBLE AUTHORITY. v. ALL SUPPORTS AND BRACING SHOULD BE OUTSIDE THE PZ AND ANY EXCAVATION FOR SUPPORTS OR BRACING SHOULD AVOID DAMAGING ROOTS WHERE POSSIBLE. vi. ALL SUB SURFACE UTILITIES AND UTILITY CONNECTION POINTS, INSPECTION PITS AND ASSOCIATED INFRASTRUCTION TRENCHING AND INSTALLATION ARE TO BE DESIGNED SO THAT THEY ARE LOCATED OUTSIDE THE TPZs OF RETAINED TREES, TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY. UTILITY CONDUITS CAN BE LOCATED BENEATH TPZs BUT MUST BE INSTALLED USING TRENCHLESS EXCAVATION (EG: BORING) AND INSTALLED TO MINIMUM DEPTH OF 0.6 METRES BELOW NATURAL GRADE. vii. WHERE CONSTRUCTION IS APPROVED WITHIN THE TPZ, FENCING AND MULCHING SHOULD BE PLACED AT THE OUTER POINT OF THE CONSTRUCTION AREA. viii. WHERE THERE ARE APPROVED WORKS WITHIN THE TPZ IT MAY ONLY BE REDUCED TO THE REQUIRED AMOUNT BY AN AUTHORISED PERSON ONLY DURING APPROVED CONSTRUCTION WITHIN THE TPZ, AND MUST BE RESTORED N ACCORDANCE WITH THE ABOVE REQUIREMENTS AT ALL OTHER TIMES.
7325525 5965 6300 6879 2400 6910 1177 45803000 STORAGEGARAGE ENTRY 7M RAMP 155mm DINCELTHICKWALL STORAGE ENSUITE 1 BED 1 GARAGE RAMP1:6 2006256750 D 59007357903765200 20073255252003965 GARAGE78502001595200ROBE2705110213511024452006300200 159520041757752555200GARAGE 15956300200 77104255W 15952000445 77106700 UNIT 20016005 G A R A G E 5 9 6 5 1 5 5 7 0 5 5 U N T 2 1 3 3 7 5 2 0 0 G A R A G E 6 8 8 0 1 5 5 6 4 3 5 2 0 0 E N S 1 2 1 2 5 1 1 0 4 9 0 1 1 0 B E D 1 3 7 1 0 2 0 0 2 0 0 L D R Y 1 8 5 5 1 5 5 2 3 3 5 1 1 0 1 0 3 0 1 1 0 9 5 5 2 0 0 2 0 0 3 1 6 0 3 5 9 0 2 0 0 3 6 9 5 2 0 0 155BED499511021956750200 159572607150 UNIT 16005 CON CON WT-01 WT-01 WT-01 WT-01WT-01 WT-01 WT-01 WT-01 WT-01 WT-01 WT-01 WT-01 WT-01 WT-01 CON W01 2BF D01 2BF D02 2BF D04 2BF D08 1BF D02 1BF W05 1BF D01 1BF D07 1BF W04 1BF W03 1BF POS 4141 W02 1BF W01 1BF BOUNDARY 270°01'15" 44.20m 16.86m0°18'BOUNDARY 16.88m180°18'BOUNDARY BOUNDARY 90°00' 44.20m WT-05 WT-07 WT-07WT-07 WD0121(A) WD0121(A)WD012WD0122(B)2(B) WD012WD0122(C)2(C) WD013WD0131(D)1(D) WD013WD01322 WD013WD01333 WD013WD013556m 8 0 0 6W 5 0 D 1 1 0 0 3 6 8 0 6W 5 0 2160W1100975W11003515860D5900390 2 0 0 5 W 2 0 0 0 2 3 1 5 1 1 7 0 9D 0 0 4 0 5 4 5 8 0 1005 GROUND FLOOR OUTLINE GROUND FLOOR OUTLINE GROUND FLOOR OUTLINE GROUND FLOOR OUTLINE GROUND FLOOR OUTLINE CL 7455UNIT 2 12215 20072601554400200 76904600 UNIT 12290 SW PIT WIR D04 1BF D03 1BF D06 1BF D05 1BF WCSHR 2 3 4 5 2A 2B 2C 2D 2 4 8 5 1 6 1 0 4 7 0 5 6 44200 7 0 6 5 WT-02 161517501045200 2 0 0 1 5 5 0 2 1 5 0 2 0 0 WT-01 8 1 : 1 2 CON 46059945 2041 20402023523965 82503965 9 10 12 7 0 6 5 3500 5980 F R O M W A L L T O B O U N D A R Y 3 1 9 5 7180 WT-01 1D 1C 1A 1B FFL 116.935 FFL 118.595 FFL 118.055 FFL 118.595 CP CP 7 1E 4 4 1 5 2 5 3 5 3 7 2 0 1 8 9 5 1 2 5 6 0 11 RWH+DP 117.905FFL RETAINING WALL WALLRETAINING WALLRETAINING CON 6000 4 WD013(H) 4 WD013(H) 1 5 0 0 1 0 0 0 1 1 0 0 250 WT-01 WT-01 WALLDINCELTHICK155mm WT-01 WT-01 WT-01 WT-01 WT-01 WT-07 WT-07 WT-07 WT-07 155mm DINCELTHICKWALL 1050 5259 FFL 116.935 WD020WD02055 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS GRATING DRAIN CONNECT TO STORMWATER DRAIN. REFER CIVIL ENGINEERS DRAWINGS. 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS GRATING DRAIN CONNECT TO STORMWATER DRAIN. REFER CIVIL ENGINEERS DRAWINGS. DRAWING LEGEND SAEF 90mm THICK NON LOAD BEARING LOAD BEARING INTERNAL EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 PART-3.8.5.1. FANS MUST BE FITTED WITH SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W01GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P A001 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS ND SPECIFICATIONS. JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT. DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 200mm THICK ACRYLIC RENDERED HEBEL PANEL WALL. ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS: -2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH .8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING NON-LOAD BEARING TUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS SIZES. REFERNOTE: TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS SPECIFICATIONS FOR ROOF STRUCTURES FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
UNIT 1 GROUND FLOOR ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL OPENING DOORS (TILE FLOOR FINISH) RECTIFICATION WORKS. EXISTING MEMBRANE.WATERPROOFSIKATITEWPU WATER MEMBRANEPROOFING BUILDER TO CONFIRM EXTENT OF WATERPROOFING CONFORMS TO AS4654. IF NOT, BUILDER TO RE INSTALL WATERPROOFING TO PROVIDE MINIMUM OF 50mm TERMINATION HEIGHT. REFER FIGURE 2.8 BELOW EXTRACT FROM AS4654 AS REFERENCE
EXISTING FLOOR FINISH EXISTING MEMBRANE.WATERPROOFSIKATITEWPU WATER MEMBRANEPROOFING BUILDER TO CONFIRM EXTENT OF WATERPROOFING CONFORMS TO AS4654. IF NOT, BUILDER TO RE INSTALL WATERPROOFING TO PROVIDE A MINIMUM OF 50mm TERMINATION HEIGHT. REFER FIGURE 2.8 BELOW EXTRACT FROM AS4654 AS REFERENCE
A) A PROJECT ARBORIST MUST BE APPOINTED BY THE APPLICANT OR BUILDER AND COUNCIL MUST BE INFORMED IN WRITING OF WHO THE PROJECT ARBORIST IS AND THEIR QUALIFICATIONS. ANY QUALIFICATIONS MUST READ 'ARBORICULTURE' FOR EXAMPLE 'DIPLOMA IN HORTICULTURE (ARBORICULTURE)'. THE PROJECT ARBORIST MUST HAVE MINIMUM DIPLOMA QUALIFICATION IN ARBORICULTURAL TO BE APPOINTED AS THE PROJECT ARBORIST. THE QUALIFICATIONS OF THE PROJECT ARBORIST MUST BE TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY (RA).
90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT. DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 200mm THICK ACRYLIC RENDERED HEBEL PANEL WALL.
LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL
2. DURING THE CONSTRUCTION OF ANY BUILDING OR WORKS THE FOLLOWING TREE PROTECTION REQUIREMENTS MUST BE CARRIED OUT TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY:
KITCHEN DINING LIVING PDR LAUNDRY ENS BED 1 UNIT 2 FLOORGROUND PANTRYKITCHENDINING LIVINGSTUDY UNIT 1 FLOORGROUND 1 0 0 0 1 3 0 0 12001200 2400 3 0 0 0 4 5 8 0 5 2 8 0 70657 6 6 5 F R O M W A L L T O B O U N D A R Y 5 0 0 0 1700 LINE OF STOREY ABOVE ABOVESTOREYOFLINE D01 2GF D03 2GF D02 2GF D06 2GF D05 2GF D10 2GF D12 2GF D01 1GF D03 1GF W01 1GF W02 1GF W03 1GF W05 1GF W06 1GF W07 1GF W08 1GF W09 1GF W10 1GF W11 1GF W12 1GF D06 1GF W01 2GF W02 2GF W03 2GF W04 2GF W05 2GF W06 2GF W07 2GF W09 2GF W10 2GF TIL-01 840D8001355D2000835W9505951925W9506570240 4 0 0 D 2 9 0 0 4 1 9 5 6 0 0 8 3 0 9W 0 0 7 5 5 840W900980775W9001400W900835810W9001240W900945785W900870D/W1840335685D3400715635W950770W9502001790200W9504901080 1 8 9 5 1 0 0 5 9W 0 0 1 5 4 0 D 1 9 6 0 1 7 3 0 9W 0 0 1 1 6 0 3 9 0 6W 0 0 4 7 5 1200410W9001455W9001145W900775385W9001895W9001045 2 4 0 S T U D Y 4 3 7 0 9 0 D I N N G 3 3 5 5 2 4 0 K T C H E N 2 0 5 5 9 0 P A N T R Y 1 8 8 0 2 4 0 240DINING4560240STUDY200090LIVING 128155445240 PANTRY 2401930902735240LIVING523590STUDY155090BED461524012002403660235090LAUNDRY240090LIVING2545240 4 7 0 5 12815 1 1 4 0 P A N T R Y 2 8 1 5 2 4 0 6 0 0 2 4 8 5 WT-05 WT-05 WT-05 WT-03 WT-04 WT-05 WT-03 WT-04WT-05 WT-04 WT-05 WT-05 WT-03WT-03 WT-03 WT-05WT-03 BOUNDARY 270°01'15" 44.20m 16.86m0°18'BOUNDARY 16.88m180°18'BOUNDARY BOUNDARY 90°00' 44.20m RAMP ON BASEMENT FLOOR RAMP ON BASEMENT FLOOR WT-04 WT-04 WT-04 WT-04 WT-04 WT-04 WT-04 WD0121(A) WD0121(A)WD012WD0122(B)2(B) WD012WD0122(C)2(C) WD013WD0131(D)1(D) 2 WD013 2 WD013 3 WD013 3 WD013 WD013WD013FFL 121.295 RWH+DP RWH+DPRWH+DPRWH+DP RWH+DP RWH+DP WT-05 SPOS 35m 35m SPOS 35m 40m 39m POS POS 17055 W13 1GF CON RWH+DP 69656000110509945 POS FIRST FLOOR OUTLINE FIRST FLOOR OUTLINE FIRST FLOOR OUTLINE OUTLINEFLOORFIRST BASEMENT WALL OUTLINE OUTLINEWALLBASEMENT BASEMENT WALL OUTLINE BASEMENT WALL OUTLINE UNIT 2 18255UNIT 1 140159975 CP 14 L'DRYPDR STUDY D04 2GF D09 2GF D07 2GF D08 2GF 7 0 0 2 4 0 L A U N D R Y 2 4 2 0 9 0 2 5 6 0 9 0 E N S 2 0 2 5 9 0 2 4 0 P D R 1 4 2 0 2 1 9 0 2 1 6 5 9 0 S T U D Y 4 9 5 5 2 4 8 5 2 4 0 D N N G 4 3 1 5 L V N G 3 3 0 0 2 4 0 2170904602404570240171590PDR251090LAUNDRY24652401940240 CLOAK WMDRYTIL-01 TIL-01 TIL-01 D02 1GF D04 1GF D05 1GF D07 1GF D08 1GF 1 4 6 5 2 4 0 L D R Y 1 7 9 5 9 0 P D R 1 2 3 0 9 0 L V N G 7 7 1 0 2 4 0 1 4 6 5 9 2 0 0 2 1 9 5 1 2 8 6 0 2 3 4 5 8310170551200120015610 1705539654780 2A 2B 2C 2D 6 8 WT-03 9 10 12 1D 1C 1A 1B FFL 121.245 TB TB 7 1E 1200399037206700 8 7 9 5 2 4 8 5 1 6 1 0 4 7 0 5 TB TB 11 AJ AJ AJ AJ AJAJ AJ AJ AJ AJ 945 RWH+DP 27204810769023505125 479525552180 1m HIGH METAL BALUSTRADE 1m HIGH METAL BALUSTRADE BRICK PIER BRICK PIER 4 WD013(H) WD013(H) W11 2GF WT-04 WT-04 WT-05 WT-04 WT-03 WT-03 RWH+DP AJ AJ TIL-01 TIL-01 TIL-01 1m HIGH BALUSTRADESOLID RWH+DP 1 0 0 0 FFL 119.635 FFL 121.245 855 GRATING SYSTEMCONNECTGRATINGSYSTEMCONNECTDRAINTOSTORMWATERDRAINTOSTORMWATERGRATINGDRAINCONNECTTOSTORMWATERSYSTEM F R O M W A L L T O B O U N D A R Y 5 7 7 0 D11 2GF 9 0 0 7 2 0 6 0 0 1 0 0 0 1 0 0 0 1 0 0 0 12751000 3300 15151785 21452845499535019403701675 23102165 270021004470 REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. DRAWING LEGEND SAEF 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO IT WITH SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W01GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P 1 A001 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B
ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS ROOFS TO COMPLY WITH CURRENT AS 1684 AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS: -2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. REFERNOTE: TO STRUTURAL ENGINEER TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS SPECIFICATIONS FOR ROOF STRUCTURES FIRST FLOOR JOIST SYSTEMS. ALL WALL ROOF BRACING AS PER ENGINEERS DETAILS & SPEC. OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AN EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD
B) THE PROJECT ARBORIST MUST SUPERVISE ALL WORKS WITHIN THE TPZ OF TREE 6. ANY ROOT SEVERANCE MUST BE APPROVED AND UNDERTAKEN BY HE PROJECT ARBORIST USING CLEAN, SHARP AND TREE ROOT PRUNING EQUIPMENT. THERE MUST BE NO ROOT SEVERANCE WITHIN THE SRZ OF TREE 6. C) THE PROJECT ARBORIST MUST ENSURE THAT ANY ROOT SEVERANCE OR BUILDINGS AND WORKS WITHIN THE TPZ OF TREE DO NOT ADVERSELY IMPACT THE HEALTH AND OR STABILITY OF THE TREE NOW OR INTO THE FUTURE. D) THE PROJECT ARBORIST AND BUILDER MUST ENSURE THA TPZ FENCING CONDITIONS ARE BEING ADHERED TO THROUGHOUT THE ENTIRE BUILDING PROCESS, INCLUDING SITE DEMOLITION, LEVELLING AND LANDSCAPE WORKS. E) ALL BUILDINGS AND WORKS FOR THE DEMOLITION OF TH SITE AND CONSTRUCTING OF THE DEVELOPMENT (AS SHOWN ON THE ENDORSED PLANS) MUST NOT ALTER THE EXISTING GROUND LEVEL OR TOPOGRAPHY OF THE LAND WITHIN 1.8M OF THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. F) ALL BUILDINGS AND WORKS (SOFT LANDSCAPING ALLOWABLE), INCLUDING SOIL LEVEL CHANGES, MUST BE SETBACK 1.8M FROM THE WEST OUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. 3. ALL OBSCURED GLAZING BE MANUFACTURED AS OBSCURED GLAZING. OBSCURE FILM BEING APPLIED TO CLEAR GLASS WILL NOT BE ACCEPTED. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS:
TERMINATION 50HEIGHT
UNIT 1 GROUND FLOOR ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL OPENING DOORS (TILE FLOOR FINISH) RECTIFICATION WORKS.
TERMINATION 50HEIGHT EXISTING TILE FINISH EXISTING CONCRETE SLAB EXISTING DOOR EXISTING FLOOR FINISH
EXISTING WATERPROOF MEMBRANE SIKA TITE WPU BUILDER TO CONFIRM EXTENT OF WATERPROOFING CONFORMS TO AS4654. IF NOT, BUILDER TO RE INSTALL WATERPROOFING TO PROVIDE A MINIMUM OF 50mm TERMINATION HEIGHT. REFER FIGURE 2.8 EXTRACT FROM AS4654
North
1. THIS DRAWING
SCHEDULE
TERMINATION 50HEIGHT WATER MEMBRANEPROOFING REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTURERS SPECIFICATION WITH 1:100 MIN. FALL GRADIENT AWAY FROM OPENING EXISTING CONCRETE SLAB EXISTING SLIDING DOOR EXISTING FLOOR FINISH UNIT 2 GROUND FLOOR ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL OPENING DOORS (EPOXY FLOOR FINISH) RECTIFICATION WORKS.
IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD004 GROUND FLOOR PLAN 26 Newton Street, Surrey Hills VIC 3127 Scale1 1001WD010 UNIT 1 & 2 GROUND FLOOR1 FINISHES LEGEND TAGDESCRIPTION AJARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION AND ACCORDING TO AS2870. CONCONCRETE FINISH. CPSELECTED CARPET FINISH.- REFER SPECIFICATION AND RWH+DPRAINDRYDRYER.SCHEDULES.WATERHEAD. COLOURBOND COLOUR TBC TBTIMBER FLOOR BOARD. REFER SPECIFICATION AND TIL-01TILESCHEDULES.FLOORING TYPE 1. REFER SPECIFICATION AND WT-03WALLWMWASHINGSCHEDULES.MACHINE.TYPE3.240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO REFER COLOUR AND FINISHES SCHEDULE. WT-04WALL TYPE 4. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL WITH RENDER FINISH. 110mm BRICK 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-05WALL TYPE 5. 90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS SPECIFICATIONS. REVISION SCHEDULE REVDATEDESCRIPTION
NOTE. READ DRAWINGS IN CONJUNCTION WITH TOWN PLANNING PERMIT AND ENDORSED TOWN PLANNING DRAWINGS. 1. PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND OR DEMOLITION WORKS ON THE LAND, A TREE PROTECTION ZONE (TPZ) MUST BE ESTABLISHED ON THE SUBJECT SITE AND THE NATURE STRIP, AND MAINTAINED DURING AND UNTIL COMPLETION OF ALL BUILDINGS AND WORKS INCLUDING LANDSCAPING, AROUND THE FOLLOWING TREES IDENTIFIED IN THE PLAN APPENDIX 1, IN ACCORDANCE WITH THE DISTANCES AND MEASURES SPECIFIED BELOW, TO THE SATISFACTION OF THE RESPONSIBLE A)AUTHORITY:TREEPROTECTION ZONE DISTANCES: (REFER ARBORIST REPORT FOR TREE NUMBER IDENTIFICATION) TREE (PLATANUS ACERIOLIA) -6.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. ii. TREE (PLATANUS ACERIOLIA) -7.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iii. TREE (PLATANUS ACERIOLIA) -4.9 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iv. TREE (ULMUS) -6.0 METRE RADIUS FROM THE CENTR OF THE TREE BASE. B) TREE PROTECTION ZONE MEASURES ARE TO BE ESTABLISHED IN ACCORDANCE TO AUSTRALIAN STANDARD 4970-2009 AND INCLUDING THE FOLLOWING: ERECTION OF SOLID CHAIN MESH OR SIMILAR TYPE FENCING AT A MINIMUM HEIGHT OF 1.8 METRES IN HEIGHT HELD IN PLACE WITH CONCRETE FEET. ii. SIGNAGE PLACED AROUND THE OUTER EDGE OF PERIMETER THE FENCING IDENTIFYING THE AREA AS TPZ. THE SIGNAGE SHOULD BE VISIBLE FROM WITHIN TH DEVELOPMENT, WITH THE LETTERING COMPLYING WITH AS 1319. iii. MULCH ACROSS THE SURFACE OF THE TPZ TO DEPTH OF 100MM AND UNDERTAKE SUPPLEMENTARY WATERING IN SUMMER MONTHS AS REQUIRED iv. NO EXCAVATION, CONSTRUCTION WORKS OR ACTIVITIES GRADE CHANGES, SURFACE TREATMENTS OR STORAGE OF MATERIALS OF ANY KIND ARE PERMITTED WITHIN THE TPZ UNLESS OTHERWISE APPROVED WITHIN THIS PERMIT OR FURTHER APPROVED IN WRITING BY THE RESPONSIBLE AUTHORITY. v. ALL SUPPORTS AND BRACING SHOULD BE OUTSIDE THE PZ AND ANY EXCAVATION FOR SUPPORTS OR BRACING SHOULD AVOID DAMAGING ROOTS WHERE POSSIBLE. vi. ALL SUB SURFACE UTILITIES AND UTILITY CONNECTIO POINTS, INSPECTION PITS AND ASSOCIATED INFRASTRUCTION TRENCHING AND INSTALLATION ARE TO BE DESIGNED SO THAT THEY ARE LOCATED OUTSIDE THE TPZs OF RETAINED TREES, TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY. UTILITY CONDUITS CAN BE LOCATED BENEATH TPZs BUT MUST BE INSTALLED USING TRENCHLESS EXCAVATION (EG: BORING) AND INSTALLED TO A MINIMUM DEPTH OF 0.6 METRES BELOW NATURAL GRADE. vii. WHERE CONSTRUCTION IS APPROVED WITHIN THE TPZ, FENCING AND MULCHING SHOULD BE PLACED AT THE OUTER POINT OF THE CONSTRUCTION AREA. viii. WHERE THERE ARE APPROVED WORKS WITHIN THE TPZ IT MAY ONLY BE REDUCED TO THE REQUIRED AMOUNT BY AN AUTHORISED PERSON ONLY DURING APPROVED CONSTRUCTION WITHIN THE TPZ, AND MUST BE RESTORED ACCORDANCE WITH THE ABOVE REQUIREMENTS AT ALL OTHER TIMES.
EXISTING TILE FINISH EXISTING CONCRETE SLAB EXISTING DOOR (SLIDING DOOR SHOWN)
B) THE PROJECT ARBORIST MUST SUPERVISE ALL WORKS WITHIN THE TPZ OF TREE 6. ANY ROOT SEVERANCE MUST BE APPROVED AND UNDERTAKEN BY HE PROJECT ARBORIST USING CLEAN, SHARP AND TREE ROOT PRUNING EQUIPMENT. THERE MUST BE NO ROOT SEVERANCE WITHIN THE SRZ OF TREE 6.
ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS ROOFS TO COMPLY WITH CURRENT AS 1684 AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS: -2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. REFERNOTE: TO STRUTURAL ENGINEER TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS SPECIFICATIONS FOR ROOF STRUCTURES FIRST FLOOR JOIST SYSTEMS. ALL WALL ROOF BRACING AS PER ENGINEERS DETAILS & SPEC. SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT ARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AND EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD NOTE. READ DRAWINGS IN CONJUNCTION WITH TOWN PLANNING PERMIT AND ENDORSED TOWN PLANNING DRAWINGS. 1. PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND OR DEMOLITION WORKS ON THE LAND, TREE PROTECTION ZONE (TPZ) MUST BE ESTABLISHED ON THE SUBJECT SITE AND THE NATURE STRIP, AND MAINTAINED DURING AND UNTIL COMPLETION OF ALL BUILDINGS AND WORKS INCLUDING LANDSCAPING, AROUND THE FOLLOWING TREES IDENTIFIED IN THE PLAN N APPENDIX 1, IN ACCORDANCE WITH THE DISTANCES AND MEASURES SPECIFIED BELOW, TO THE SATISFACTION OF THE RESPONSIBLE A)AUTHORITY:TREEPROTECTION ZONE DISTANCES: (REFER ARBORIST REPORT FOR TREE NUMBER IDENTIFICATION) TREE (PLATANUS ACERIOLIA) -6.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. ii. TREE 3 (PLATANUS ACERIOLIA) -7.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iii. TREE (PLATANUS ACERIOLIA) -4.9 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iv. TREE (ULMUS) -6.0 METRE RADIUS FROM THE CENTR OF THE TREE BASE. B) TREE PROTECTION ZONE MEASURES ARE TO BE ESTABLISHED IN ACCORDANCE TO AUSTRALIAN STANDARD 4970-2009 AND INCLUDING THE FOLLOWING: ERECTION OF SOLID CHAIN MESH OR SIMILAR TYPE FENCING AT A MINIMUM HEIGHT OF 1.8 METRES IN HEIGHT HELD IN PLACE WITH CONCRETE FEET. ii. SIGNAGE PLACED AROUND THE OUTER EDGE OF PERIMETER THE FENCING IDENTIFYING THE AREA AS A TPZ. THE SIGNAGE SHOULD BE VISIBLE FROM WITHIN TH DEVELOPMENT, WITH THE LETTERING COMPLYING WITH AS 1319. iii. MULCH ACROSS THE SURFACE OF THE TPZ TO DEPTH OF 100MM AND UNDERTAKE SUPPLEMENTARY WATERING IN SUMMER MONTHS AS REQUIRED iv. NO EXCAVATION, CONSTRUCTION WORKS OR ACTIVITIES GRADE CHANGES, SURFACE TREATMENTS OR STORAGE OF MATERIALS OF ANY KIND ARE PERMITTED WITHIN THE TPZ UNLESS OTHERWISE APPROVED WITHIN THIS PERMIT OR FURTHER APPROVED IN WRITING BY THE RESPONSIBLE AUTHORITY. v. ALL SUPPORTS AND BRACING SHOULD BE OUTSIDE THE TPZ AND ANY EXCAVATION FOR SUPPORTS OR BRACING SHOULD AVOID DAMAGING ROOTS WHERE POSSIBLE. vi. ALL SUB SURFACE UTILITIES AND UTILITY CONNECTIO POINTS, INSPECTION PITS AND ASSOCIATED INFRASTRUCTION TRENCHING AND INSTALLATIO ARE TO BE DESIGNED SO THAT THEY ARE LOCATED OUTSIDE THE TPZs OF RETAINED TREES, TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY. UTILITY CONDUITS CAN BE LOCATED BENEATH TPZs BUT MUST BE INSTALLED USING TRENCHLESS EXCAVATION (EG: BORING) AND INSTALLED TO A MINIMUM DEPTH OF 0.6 METRES BELOW NATURAL GRADE. vii. WHERE CONSTRUCTION IS APPROVED WITHIN THE TPZ, FENCING AND MULCHING SHOULD BE PLACED AT THE OUTER POINT OF THE CONSTRUCTION AREA. viii. WHERE THERE ARE APPROVED WORKS WITHIN THE TPZ IT MAY ONLY BE REDUCED TO THE REQUIRED AMOUNT BY AN AUTHORISED PERSON ONLY DURING APPROVED CONSTRUCTION WITHIN THE TPZ, AND MUST BE RESTORED ACCORDANCE WITH THE ABOVE REQUIREMENTS AT ALL OTHER TIMES.
TIMBER FLOORING EXISTING STRUCTURAL FLOORING EXISTING STEEL BEAM EXISTING STRUCTURAL FLOORING EXISTING 18mm COMPRESSED CEMENT SHEET BRICK FACE WALL REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTURERS SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. SKIRTING EXISTING WATERPROOF MEMBRANE SIKA TITE WPU M N 5 0 UNIT 1 FIRST FLOOR ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL WALLS (EPOXY FLOOR FINISH) RECTIFICATION WORKS. INTALLS TILE SKIRTING OVER NEW WATERPROOFING UPSTAND INSTALL TIMBER/ALUMINIUM METAL WATER PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & RWH+DPRAINSPECIFICATIONS.WATERHEAD. COLOURBOND COLOUR TBC TBTIMBER FLOOR BOARD. REFER SPECIFICATION AND SCHEDULES. TIL-01TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. WCWATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WT-02WALL TYPE 2. 155mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS SPECIFICATIONS. WT-03WALL TYPE 3. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS SPECIFICATIONS. BRICK COLOUR TO REFER COLOUR AND FINISHES SCHEDULE. WT-04WALL TYPE 4. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL WITH RENDER FINISH. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & WT-05WALLSPECIFICATIONS.TYPE5.90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-06WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD. INSTALL AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
STOP WATER MEMBRANEPROOFING BUILDER TO CONFIRM EXTENT OF WATERPROOFING CONFORMS TO AS4654. IF NOT, BUILDER TO RE INSTALL WATERPROOFING TO PROVIDE MINIMUM OF 50mm TERMINATION HEIGHT. REFER FIGURE 2.8 EXTRACT FROM AS4654 North 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD005 FIRST FLOOR PLAN 26 Newton Street, Surrey Hills VIC 3127 Scale1 1001WD010 UNIT 1 & 2 FIRST FLOOR1 FINISHES LEGEND TAGDESCRIPTION AJARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION AND ACCORDING TO AS2870. CPSELECTED CARPET FINISH.- REFER SPECIFICATION AND SCHEDULES. DP SDOWN PIPE WITH SPREADER EFCEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BC PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT RT-01ROOFING TYPE 1. SELECTED 0.48mm BMT 'COLORBOND STEEL KLIP-LOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS
UNIT 1 FIRST FLOOR ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL WALLS (EPOXY FLOOR FINISH) RECTIFICATION WORKS. INSTALL SKIRTING TILES. INSTALL METAL FLASHING IF REQUIRED MEMBRANEWATERPROOFINGINSTALLNEW SELECTED NON SLIP EPOXY FLOORING WITH 1:100 MIN. GRADIENT TO DRAIN. TERMINATION 50HEIGHT
E) ALL BUILDINGS AND WORKS FOR THE DEMOLITION OF TH SITE AND CONSTRUCTING OF THE DEVELOPMENT (AS SHOWN ON THE ENDORSED PLANS) MUST NOT ALTER THE EXISTING GROUND LEVEL OR TOPOGRAPHY OF THE LAND WITHIN 1.8M OF THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. F) ALL BUILDINGS AND WORKS (SOFT LANDSCAPING ALLOWABLE), INCLUDING SOIL LEVEL CHANGES, MUST BE SETBACK 1.8M FROM THE WEST OUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. 3. ALL OBSCURED GLAZING BE MANUFACTURED AS OBSCURED GLAZING. OBSCURE FILM BEING APPLIED TO CLEAR GLASS WILL NOT BE ACCEPTED. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL WALLS (TILE FLOOR FINISH) RECTIFICATION WORKS.
W01 2FF W02 2FF W03 2FF W05 2FF D01 2FF D02 2FF D03 2FF W08 2FF W07 2FF W09 2FF W10 2FF W11 2FF W12 2FF D06 2FF D04 2FF W06 2FF BEDBED2 3 BATH RUMPUS2 MASTER BEDENSUITECPCP TB CP MASTERENSBED BATHRUMPUS BED 2 BED 3 D03 1FF W03 1FF W05 1FF W06 1FF W02 1FF W01 1FF D07 1FF W11 1FF W10 1FF D01 1FF W09 1FF W08 1FF W07 1FF D02 1FF D05 1FF UNIT 2 FLOORFIRST UNIT 1 FLOORFIRST D06 1FF CP TB TIL-01 TIL-01 CPCP WT-03 WT-02 WT-04 WT-05 WT-05WT-03 WT-06 WT-06WT-03 WT-03 WT-03 WT-05WT-05 WT-06 WT-06 WT-05 WT-03 WT-03 WT-03 WT-05 WT-05 WT-05 WT-05 WT-05 WT-05 WT-05 240BED 2 432090BATH402590MASTER BED 4085 24036704765904085240 2295W9504330W950285W950220D1500220W 8410950445 UNIT4675 2 13085165362090BATH381590BED 4602920240 W 700745W7002430W11002060W 16515001240 MASTER BED 404590RUMPUS339090BED 29452920240 UNIT7990 179510935 W 9001385W9001630W9001275W9002715W 240900790 BED473590RUMPUS360590615240ENS 482524010203230240 STAIR 482532902403470 UNIT47953470 2 13085240ENS280090RUMPUS339090BED 3 D2940215 900735W9001580W9001175W9001690W 42752402005909001000 ROBE 427524014351850901000215 STAIR 3600215 BOUNDARY 270°01'15" 44.20m 16.86m0°18'BOUNDARY 16.88m180°18'BOUNDARY BOUNDARY 90°00' 44.20m 6 1 5 9W 5 0 2 9 8 0 9W 5 0 E N S 1 7 9 0 9 0 R O B E 6 5 0 9 0 M A S T E R B E D 4 0 8 0 ROBE 8 7 0 1 6 5 B A T H 2 1 8 6 0 9 0 R U M P U S + S T A R 5 4 6 5 8 7 0 1 6 5 B E D 2 2 8 9 5 9 0 B E D 3 2 8 5 0 1 5 7 5 9W 0 0 2 2 1 0 9W 0 0 2 1 2 0 9W 0 0 1 0 0 5 1 6 5 M A S T E R B E D 3 7 3 0 2 4 0 B A T H 1 1 8 4 0 2 4 0 S T A R 1 0 0 0 9 0 7 2 0 9 0 B E D 3 3 1 1 0 9 0 R O B E 6 0 0 9 0 B E D 2 2 9 3 0 6 5 3 0 1 0 3 4 0 5 2° 2° ROBE 1100mm HIGH METAL BALUSTRADE 2° 1.7m PROPOSED PRIVACY SCREEN WD0121(A) WD0121(A)WD012WD0122(B)2(B) WD012WD0122(C)2(C) WD013WD0131(D)1(D) WD013WD01322 WD013WD01333 WD013WD01355WT-03 WT-03 WT-03 WT-03 WT-03 S&DP S&DP S&DP S&DP DP & S TIL-01 TIL-01 WT-05 8 2 5 D 1 6 0 0 2 8 0 2 1 8 5 9D 0 0 W04 1FF W04 2FF 21mPOS² 13mPOS² DP DP DP 15 14 13 12 11 4 5 0 0 4 7 0 5 10990 1300 46902400 5 0 0 0 2 9 5 5 7 6 7 0 3670 6 2 4 0 2 7 8 5 9 2 0 0 8 6 8 5 1980 ROBE D05 2FF D04 1FF FFL 122.635 FFL 124.295 D07 2FF CLOCK ROBE ROBE WC WCEF ROBE 2° RT-01 RT-01 RT-01 2 3 4 5 2A 2B 2C 2D 6 8 9 10 12 1D 1C 1A 1B WT-05 WT-03 WT-05 WT-05 7 1E 11 AJ AJ AJ AJ AJ AJ AJ 1 0 0 0 1 6 5 5 8 1 0 2 4 0 1 6 5 6 0 9 0 2 4 0 2 4 0 2 7 0 5 6 0 1 5 2 4 0 WT-06 WT-06 WT-06 WT-06 RT-01 RWH+DP 7 6 6 5 2 0 8 5 WD020WD02055 F R O M W A L L T O B O U N D A R Y 3 4 7 5 FROM WALL TO BOUNDARY 3055FROM WALL TO BOUNDARYFROM9980 WALL TO BOUNDARY 2465 FALL FALL FALL REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. DRAWING LEGEND SAEF 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO IT WITH SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W01GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P A001 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT. DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 200mm THICK ACRYLIC RENDERED HEBEL PANEL WALL.
INSTALL SKIRTING TILES TO MATCH. INSTALL METAL FLASHING IF REQUIRED TERMINATION 50HEIGHT MEMBRANEWATERPROOFINGINSTALL REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP TILE FLOOR FINISH TO MANUFACTURERS SPECIFICATION WITH 1:100 MIN. FALL GRADIENT FLOOR WASTE NEW SELECTED NON SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO BUILDERDRAIN. TO CONFIRM EXTENT OF WATERPROOFING CONFORMS TO AS4654. IF NOT, BUILDER TO RE INSTALL WATERPROOFING TO PROVIDE A MINIMUM OF 50mm TERMINATION HEIGHT. REFER FIGURE 2.8 EXTRACT FROM AS4654 EXISTING FLOORING FLOORINGSTRUCTURALEXISTING EXISTING STEEL BEAM EXISTING STRUCTURAL FLOORING EXISTING CEMENTCOMPRESSED18mmSHEET EXISTING BRICK FACE WALL NEW SELECTED NON SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN.M I N 5 0 SKIRTINGEXISTING EXISTING ALUMINIUMGLAZEDDOORFRAME WATERPROOF MEMBRANE SIKA TITE WPU EXISTING WATERPROOF MEMBRANE SIKA TITE WPU UNIT 2 FIRST FLOOR ENTRY: TYPICAL DETAIL OF MEMBRANE TERMINATION AT EXTERNAL OPENING DOORS (TILE FLOOR FINISH) RECTIFICATION WORKS.
D) THE PROJECT ARBORIST AND BUILDER MUST ENSURE THA TPZ FENCING CONDITIONS ARE BEING ADHERED TO THROUGHOUT THE ENTIRE BUILDING PROCESS, INCLUDING SITE DEMOLITION, LEVELLING AND LANDSCAPE WORKS.
2. DURING THE CONSTRUCTION OF ANY BUILDING OR WORKS THE FOLLOWING TREE PROTECTION REQUIREMENTS MUST BE CARRIED OUT TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY: A) A PROJECT ARBORIST MUST BE APPOINTED BY THE APPLICANT OR BUILDER AND COUNCIL MUST BE INFORMED IN WRITING OF WHO THE PROJECT ARBORIST IS AND THEIR QUALIFICATIONS. ANY QUALIFICATIONS MUST READ 'ARBORICULTURE' FOR EXAMPLE 'DIPLOMA IN HORTICULTURE (ARBORICULTURE)'. THE PROJECT ARBORIST MUST HAVE A MINIMUM DIPLOMA QUALIFICATION IN ARBORICULTURAL TO BE APPOINTED AS THE PROJECT ARBORIST. THE QUALIFICATIONS OF THE PROJECT ARBORIST MUST BE TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY (RA).
C) THE PROJECT ARBORIST MUST ENSURE THAT ANY ROOT EVERANCE OR BUILDINGS AND WORKS WITHIN THE TPZ OF TREE DO NOT ADVERSELY IMPACT THE HEALTH AND OR STABILITY OF THE TREE NOW OR INTO THE FUTURE.
EXISTING TIMBER FLOORING EXISTING PLASTERBOARD LININGEXISTING STRUCTURAL FLOORING EXISTING STEEL BEAM FLOORINGSTRUCTURALEXISTING EXISTING CEMENTCOMPRESSED18mmSHEET EXISTING BRICK FACE WALL EXISTING SIKAMEMBRANEWATERPROOFTITEWPU EXISTING ALUMINIUM EQUAL ANGLE UNIT 2 FIRST FLOOR
REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE 50mm STEP DOWN. INSTALL SELECTED NON SLIP TILE FLOOR FINISH TO MANUFACTURERS SPECIFICATION WITH 1:100 MIN. FALL GRADIENT FLOOR WASTE INSTALL SKIRTING TILES TO MATCH. INSTALL METAL FLASHING IF REQUIRED EXISTING FLOORINGTIMBER LININGPLASTERBOARDEXISTING EXISTING STRUCTURAL FLOORING EXISTING STEEL BEAM
EXISTING WATERPROOF MEMBRANE SIKA TITE WPU
FW FWFW FW FW PROVIDE 50mm STEP TO OUTDOOR FINISH REVISION SCHEDULE REVDATEDESCRIPTION
EXISTING CEMENTCOMPRESSED18mmSHEET WALLBRICKEXISTINGFACE REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE.
NOTE. READ DRAWINGS IN CONJUNCTION WITH TOWN PLANNING PERMIT AND ENDORSED TOWN PLANNING DRAWINGS. 1. PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND OR DEMOLITION WORKS ON THE LAND, A TREE PROTECTION ZONE (TPZ) MUST BE ESTABLISHED ON THE SUBJECT SITE AND THE NATURE STRIP, AND MAINTAINED DURING AND UNTIL COMPLETION OF ALL BUILDINGS AND WORKS INCLUDING LANDSCAPING, AROUND THE FOLLOWING TREES IDENTIFIED IN THE PLAN N APPENDIX 1, IN ACCORDANCE WITH THE DISTANCES AND MEASURES SPECIFIED BELOW, TO THE SATISFACTION OF THE RESPONSIBLE A)AUTHORITY:TREEPROTECTION ZONE DISTANCES: (REFER ARBORIST REPORT FOR TREE NUMBER IDENTIFICATION) i. TREE 2 (PLATANUS ACERIOLIA) -6.8 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. ii. TREE (PLATANUS ACERIOLIA) -7.8 METRE RADIUS ROM THE CENTRE OF THE TREE BASE. iii. TREE 4 (PLATANUS ACERIOLIA) -4.9 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. iv. TREE 6 (ULMUS) -6.0 METRE RADIUS FROM THE CENTRE OF THE TREE BASE. B) TREE PROTECTION ZONE MEASURES ARE TO BE ESTABLISHED IN ACCORDANCE TO AUSTRALIAN STANDARD 4970-2009 AND INCLUDING THE FOLLOWING: i. ERECTION OF SOLID CHAIN MESH OR SIMILAR TYPE FENCING AT MINIMUM HEIGHT OF 1.8 METRES IN HEIGHT HELD IN PLACE WITH CONCRETE FEET. ii. SIGNAGE PLACED AROUND THE OUTER EDGE OF PERIMETER THE FENCING IDENTIFYING THE AREA AS A TPZ. THE SIGNAGE SHOULD BE VISIBLE FROM WITHIN THE DEVELOPMENT, WITH THE LETTERING COMPLYING WITH AS 1319. iii. MULCH ACROSS THE SURFACE OF THE TPZ TO A DEPTH OF 100MM AND UNDERTAKE SUPPLEMENTARY WATERING IN SUMMER MONTHS AS REQUIRED iv. NO EXCAVATION, CONSTRUCTION WORKS OR ACTIVITIES GRADE CHANGES, SURFACE TREATMENTS OR STORAGE OF MATERIALS OF ANY KIND ARE PERMITTED WITHIN THE TPZ UNLESS OTHERWISE APPROVED WITHIN THIS PERMIT OR FURTHER APPROVED IN WRITING BY THE RESPONSIBLE AUTHORITY. v. ALL SUPPORTS AND BRACING SHOULD BE OUTSIDE THE PZ AND ANY EXCAVATION FOR SUPPORTS OR BRACING SHOULD AVOID DAMAGING ROOTS WHERE POSSIBLE. vi. ALL SUB SURFACE UTILITIES AND UTILITY CONNECTION POINTS, INSPECTION PITS AND ASSOCIATED INFRASTRUCTION TRENCHING AND INSTALLATION ARE TO BE DESIGNED SO THAT THEY ARE LOCATED OUTSIDE THE TPZs OF RETAINED TREES, TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY. UTILITY CONDUITS CAN BE LOCATED BENEATH TPZs BUT MUST BE INSTALLED USING TRENCHLESS EXCAVATION (EG: BORING) AND INSTALLED TO MINIMUM DEPTH OF 0.6 METRES BELOW NATURAL GRADE. vii. WHERE CONSTRUCTION IS APPROVED WITHIN THE TPZ, FENCING AND MULCHING SHOULD BE PLACED AT THE OUTER POINT OF THE CONSTRUCTION AREA. viii. WHERE THERE ARE APPROVED WORKS WITHIN THE TPZ IT MAY ONLY BE REDUCED TO THE REQUIRED AMOUNT BY AN AUTHORISED PERSON ONLY DURING APPROVED CONSTRUCTION WITHIN THE TPZ, AND MUST BE RESTORED N ACCORDANCE WITH THE ABOVE REQUIREMENTS AT ALL OTHER TIMES.
LEVEL NOMINATIONS:
ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD006 ROOF PLAN 26 Newton Street, Surrey Hills VIC 3127 Scale 1 1002WD010 ROOF PLAN1 FINISHES LEGEND TAGDESCRIPTION BGBOX GUTTER DP SDOWN PIPE WITH SPREADER RT-01ROOFING TYPE 1. SELECTED 0.48mm BMT 'COLORBOND STEEL KLIP-LOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RT-03ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. CONFIRM TYPE AND COLOUR WITH CLIENT OR RWH+DPRAINDESIGNER.WATER HEAD. COLOURBOND COLOUR TBC REVISION SCHEDULE REVDATEDESCRIPTION
BOUNDARY 270°01'15" 44.20m 16.86m0°18'BOUNDARY 16.88m180°18'BOUNDARY BOUNDARY 90°00' 44.20m UNIT 2 UNIT 1 2° 1° 2° 2° WD0121(A) WD0121(A)WD012WD0122(B)2(B) WD012WD0122(C)2(C) WD013WD0131(D)1(D) WD013WD01322 WD013WD01333 WD013WD01355RT-03 S&DP DP & S S&DP S&DP DP & S BG BGBG BG BG BG BG RWH+DP RWH+DP RWH+DP RWH+DPRWH+DP RWH+DP RWH+DP BG BG RT-01 RT-01 RT-01 2 3 4 5 2A 2B 2C 2D 6 8 9 10 12 1D 1C 1A 1B 7 1E 11 RWH+DP 4 5 0 4 5 0 450425 450 7 6 5 425 4 WD013(H) 4 WD013(H) 20° 20° 20° 20° 20° 20° 20° 15° 15° 15° 15° 15° 15° 15° 15°WD020WD02055 ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AN EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD
STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)FSL HEATED TOWEL RAILHTR ACCESS PANELA/P 1 A001 ELEVATION NUMBER SHEET NUMBER TOP OF STRUCTURAL STUD WALLT.O. STUD DENOTES FINISHED FLOOR LEVELFFL INSPECTION OPENINGI.O SURFACE INLETS.I STORMWATER PIT REFER TO GENERAL NOTESPIT OVER FLOWO.F ELECTRICAL METER BOXM.B LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONSCOL GARDEN BEDGB SEWER STACK RISE -TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS S.S FLOOR WASTEF.W BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS ND SPECIFICATIONS. JUNCTION PITJ. PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT DENOTES FINISHED CEILING LEVELFCL DENOTES NATURAL GROUND LEVELNGL DENOTES PAVING LEVELPL ARTICULATION JOINT NOT TO EXCEED MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
2. DURING THE CONSTRUCTION OF ANY BUILDING OR WORKS THE FOLLOWING TREE PROTECTION REQUIREMENTS MUST BE CARRIED OUT TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY: A) PROJECT ARBORIST MUST BE APPOINTED BY THE APPLICANT OR BUILDER AND COUNCIL MUST BE INFORMED IN WRITING OF WHO THE PROJECT ARBORIST IS AND THEIR QUALIFICATIONS. ANY QUALIFICATIONS MUST READ 'ARBORICULTURE' FOR EXAMPLE 'DIPLOMA IN HORTICULTURE (ARBORICULTURE)'. THE PROJECT ARBORIST MUST HAVE A MINIMUM DIPLOMA QUALIFICATION IN ARBORICULTURAL TO BE APPOINTED AS THE PROJECT ARBORIST. THE QUALIFICATIONS OF THE PROJECT ARBORIST MUST BE TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY (RA). B) THE PROJECT ARBORIST MUST SUPERVISE ALL WORKS WITHIN THE TPZ OF TREE 6. ANY ROOT SEVERANCE MUST BE APPROVED AND UNDERTAKEN BY THE PROJECT ARBORIST USING CLEAN, SHARP AND TREE ROOT PRUNING EQUIPMENT. THERE MUST BE NO ROOT SEVERANCE WITHIN THE SRZ OF TREE 6. C) THE PROJECT ARBORIST MUST ENSURE THAT ANY ROOT SEVERANCE OR BUILDINGS AND WORKS WITHIN THE TPZ OF TREE 6 DO NOT ADVERSELY IMPACT THE HEALTH AND OR STABILITY OF THE TREE NOW OR INTO THE FUTURE. D) THE PROJECT ARBORIST AND BUILDER MUST ENSURE THAT TPZ FENCING CONDITIONS ARE BEING ADHERED TO THROUGHOUT THE ENTIRE BUILDING PROCESS, INCLUDING SITE DEMOLITION, LEVELLING AND LANDSCAPE WORKS. E) ALL BUILDINGS AND WORKS FOR THE DEMOLITION OF THE SITE AND CONSTRUCTING OF THE DEVELOPMENT (AS SHOWN ON THE ENDORSED PLANS) MUST NOT ALTER THE EXISTING GROUND LEVEL OR TOPOGRAPHY OF THE LAND WITHIN 1.8M OF THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. F) ALL BUILDINGS AND WORKS (SOFT LANDSCAPING ALLOWABLE), INCLUDING SOIL LEVEL CHANGES, MUST BE SETBACK 1.8M FROM THE WEST BOUNDARY FENCE WHERE WITHIN THE TPZ OF TREE 6. 3. ALL OBSCURED GLAZING BE MANUFACTURED AS OBSCURED GLAZING. OBSCURE FILM BEING APPLIED TO CLEAR GLASS WILL NOT BE ACCEPTED. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018.
North 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS
DRAWING LEGEND SAEF CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 PART-3.8.5.1. FANS MUST BE FITTED WITH SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM -REFER TO GENERAL NOTES W01GF WINDOW/DOOR NUMBER FLOOR DENOTESLEVELFINISHED
Ceiling mounted exhaust fans in accordance with BCA 2010 Part-3.12.3.4 & Part-3.8.5.1 Fans must be fitted with a sealing devise such as a self-closing damper, filter motion detected. Lights to be motion sensor activated. Denotes home automation. Lights to be connected to home automation system.
1. All proposed electrical works to comply with respective supply authority requirements, current Australian Standards & BCA Volume 2 (Class 1 & 10 Buildings).
10. All gaps around proposed down lights to be sealed a per Energy Raters First Rate 5 report.
ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD007 REFLECTED CEILING PLAN BASEMENT 26 Newton Street, Surrey Hills VIC 3127 Scale1 1002WD010 BASEMENT FLOOR REFLECTED CEILING PLAN1 NOTE INTERNAL ARTIFICIAL LIGHTING TO DWELLINGS MUST NOT EXCEED 5W/m² AND 4W/m² IN BASEMENT AREAS REVISION SCHEDULE REVDATEDESCRIPTION
North
NOTES
6.
CH +2700 CH +2700 CH +2400 CH +2400 CH +2400 CH +2400 CH +2400 SS BB BB S UNIT 2 UNIT 1 SA SA A B G H K L M P Q R C1 ELECTRICAL LEGEND SYMBOL DESCRIPTION/SPECIFICATION REMARKS/EXAMPLES PH/DHTREXTTV SPSAEFAFLABMDHASMESDMFM Single General Power Outlet (GPO). Double General Power Outlet (GPO). External double General Power Outlet (GPO). Single General Power Outlet (GPO) for Heated Towel Rail. Television Telephoneoutlet.Data CAT 5. Denotes GPO to be mounted 180mm Above Bench. Denotes height of GPO to be mounted above finished floor level. LED Ceiling Recessed Adjustable Downlight Type A -VENICE 2 -8 Watts LED Ceiling Recessed Downlight Type B -VENICE 3R -8Watts GPO to be 300mm above floor level unless noted otherwise. GPO to be 300mm above floor level unless noted otherwise. Height to be verified on site prior to any works. GPO height & location to be verified on site prior to any works. GPO to be 300mm above floor level unless noted otherwise. Outlet to be 300mm above floor level unless noted otherwise. To be connected back to fuse box cupb. Refer to drawing for specified height. Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected LED Ceiling Mounted Downlight -Circular Type G -ALBA R -11Watts LED Ceiling Mounted Downlight -Square Type H -ALBA R -11Watts LED Ceiling Mounted Downlight Type K -BETA 506003 -3Watts LED Semi Recessed Wall Feature Type -OMNICRON 516003 -3Watts LED Wall Mounted Downlight Type M -JACKIE LED WALL DOWN 8412800 -5Watts LED Wall Mounted Up/Downlight Type P -DELTA 507133 -4.5watts LED Wall Mounted Downlight Type Q -PERSEO 525003 -9Watts LED Semi Recessed In Floor Mounted Type R -KAMINO 130 535021 -2 Watts Suspended Aluminum Extrusion -Opal Diffuse Type C1 -ICON -31Watts per Meter
8.
2. Allow for co-ordination of all necessary trimmers and fixing points to all items shown on drawings. All lighting & power outlets to be protected by RCD 4. Contractor to verify & allow for all electrical requirements of all hard wired & non-hard wired items as per manufacturer's specifications prior to installation of cabling. Including appliances, fittings, etc. whether shown on this drawing or not.
Soffit DenotesMountedFloorMounted Box with tile finish lid C2 Colour as selected Suspended Pendant Light -Opal Diffuse Type C2 SA Denotes Motion/Occupancy Sensor S LED Tube Light Ceiling Mounted Type S -PHILLIPS T8 -20 Watts Colour as selected
Denotes general light switching. Denotes light fixtures to be connected to dimmer Denotesswitch.energy saving Typically 6w powered light Denotes Speakers. Speakers to be connected to audio & tv outlets
or the like. Fans to provide a min. 25 litres per second exhaust rate and to be ducted to external walls. Denotes exhaust fan. (Switching to be verified on site with builder prior to works).any Hard wired smoke detectors in accordance with current AS 3786. & as per Reg. 3.7.2.3 (b) of the BCA 2010. Note: smoke detectors adjacent bedrooms to be no more than 1.5m from bedroom door entries. Denotes smoke alarm. Selected 1,2,3 & 4 way light switches as required 1100mm Above Floor Level unless noted otherwise. Denotes
7.
5. Any General Power Outlets indicated to this drawing may be repositioned at a radius of 1200mm at no additional cost. Contractor to verify with builder proposed hot water service/services, and allow for all electrical requirements as per manufacturers details & specifications. Contractor to verify nominated Heating /Cooling System with builder and allow for all power installation & requirements as per manufacturer's pecifications. Location & full extent of works to be confirmed with builder prior to any works. Electrical contractor to allow for all proposed Light switching as indicated on this drawing to be repositioned within a radius of 1200mm at no additional cost.
1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS,
3.
9. Dimensions nominated for light fixtures are shown s preferred indicative locations only pending no interruptions due to any proposed floor structures contractor to allow to re-locate as close as possible where ever necessary.
6.
4.
NOTES
2010 Part-3.12.3.4 & Part-3.8.5.1 Fans must be fitted with sealing devise such as self-closing damper, filter or the like. Fans to provide min. 25 litres per second exhaust rate and to be ducted to external walls. Denotes exhaust fan. (Switching to be verified on site with builder prior to works).any Hard wired smoke detectors in accordance with current AS 3786. & as per Reg. 3.7.2.3 (b) of the BCA 2010. Note: smoke detectors adjacent bedrooms to be no more than
7.
2.
10. All gaps around proposed down lights to be sealed s per Energy Raters First Rate 5 report.
ARE
3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR
1. All proposed electrical works to comply with respective supply authority requirements, current Australian Standards & BCA Volume 2 (Class 1 & 10 Buildings). Allow for co-ordination of all necessary trimmers and fixing points to all items shown on drawings. All lighting & power outlets to be protected by RCD. Contractor to verify & allow for all electrical requirements of all hard wired & non-hard wired items s per manufacturer's specifications prior to installation of cabling. Including appliances, fittings, etc. whether shown on this drawing or not. Any General Power Outlets indicated to this drawing may be repositioned at a radius of 1200mm at no additional cost. Contractor to verify with builder proposed hot water service/services, and allow for all electrical requirements as per manufacturers details & specifications. Contractor to verify nominated Heating /Cooling System with builder and allow for all power installation & requirements as per manufacturer's pecifications. & full extent of works to be confirmed with builder prior to any works.
Ceiling mounted exhaust fans in accordance with BCA 1.5m from bedroom door entries. Denotes smoke alarm. Selected 1,2,3 & 4 way light switches as required 1100mm Above Floor Level unless noted otherwise. Denotes motion detected. Lights to be motion sensor activated. Denotes home automation. Lights to be connected to home automation system.
Denotes general light switching. Denotes light fixtures to be connected to dimmer Denotesswitch.energy saving Typically 6w powered light Denotes Speakers. Speakers to be connected to audio & tv outlets
North
8. Electrical contractor to allow for all proposed Light switching as indicated on this drawing to be repositioned within a radius of 1200mm at no additional cost.
3.
Soffit DenotesMountedFloorMounted Box with tile finish lid C2 Colour as selected Suspended Pendant Light -Opal Diffuse Type C2 SA Denotes Motion/Occupancy Sensor S LED Tube Light Ceiling Mounted Type S -PHILLIPS T8 -20 Watts Colour as selected
TV BBB B B BBBBBB BB B B BB B UNIT 1 CH +2600 CH +2600 TV BBBBBBBBBBBBBB B BBB BBB BBBBB C2C2BBBBB SA CH +2700 CH +2700CH+2700 CH +2700 UNIT 2 BBBBBB SA SA SA SA B BB BB A B G H K L M P Q R C1 ELECTRICAL LEGEND SYMBOL DESCRIPTION/SPECIFICATION REMARKS/EXAMPLES PH/DHTREXTTV SPSAEFAFLABMDHASMESDMFM Single General Power Outlet (GPO). Double General Power Outlet (GPO). External double General Power Outlet (GPO). Single General Power Outlet (GPO) for Heated Towel Rail. Television Telephoneoutlet.Data CAT 5. Denotes GPO to be mounted 180mm Above Bench. Denotes height of GPO to be mounted above finished floor level. LED Ceiling Recessed Adjustable Downlight Type A -VENICE 2 -8 Watts LED Ceiling Recessed Downlight Type B -VENICE 3R -8Watts GPO to be 300mm above floor level unless noted otherwise. GPO to be 300mm above floor level unless noted otherwise. Height to be verified on site prior to any works. GPO height & location to be verified on site prior to any works. GPO to be 300mm above floor level unless noted otherwise. Outlet to be 300mm above floor level unless noted otherwise. To be connected back to fuse box cupb. Refer to drawing for specified height. Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected LED Ceiling Mounted Downlight -Circular Type G -ALBA R -11Watts LED Ceiling Mounted Downlight -Square Type H -ALBA R -11Watts LED Ceiling Mounted Downlight Type K -BETA 506003 -3Watts LED Semi Recessed Wall Feature Type L -OMNICRON 516003 -3Watts LED Wall Mounted Downlight Type M -JACKIE LED WALL DOWN 8412800 -5Watts LED Wall Mounted Up/Downlight Type P -DELTA 507133 -4.5watts LED Wall Mounted Downlight Type Q -PERSEO 525003 -9Watts LED Semi Recessed In Floor Mounted Type R -KAMINO 130 535021 -2 Watts Suspended Aluminum Extrusion -Opal Diffuse Type C1 -ICON -31Watts per Meter
9. Dimensions nominated for light fixtures are shown a preferred indicative locations only pending no interruptions due to any proposed floor structures contractor to allow to re-locate as close as possible where ever necessary.
1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS TO TAKE CONSULTANTS TO
Location
PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO
COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD008 REFLECTED CEILING PLAN GROUND FLOOR 26 Newton Street, Surrey Hills VIC 3127 Scale1 1001WD010 GROUND FLOOR REFLECTED CEILING PLAN1 REVISION SCHEDULE REVDATEDESCRIPTION
5.
Fans must be fitted with a sealing devise such as a self-closing damper, filter or the like. Fans to provide a min. 25 litres per second exhaust rate and to be ducted to external walls. Denotes exhaust fan. (Switching to be verified on site with builder prior to works).any Hard wired smoke detectors in accordance with current AS 3786. & as per Reg. 3.7.2.3 (b) of the BCA 2010. Note: smoke detectors adjacent bedrooms to be no more than 1.5m from bedroom door entries. Denotes smoke alarm. Selected 1,2,3
3.
Denotes general light switching. Denotes light fixtures to be connected to dimmer Denotesswitch.energy saving Typically 6w powered light Denotes Speakers. Speakers to be connected to audio & tv outlets
10. All gaps around proposed down lights to be sealed as per Energy Raters First Rate 5 report. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR OF BUILDING COMPONENTS THIS DRAWING AND HEREON REMAINS NOT BE USED ANY
ORDERING
OR COPIED IN
8.
2.
3.
INFORMATION
4.
Ceiling mounted exhaust fans in accordance with BCA 2010 Part-3.12.3.4 & Part-3.8.5.1 & 4 way light switches as required 1100mm Above Floor Level unless noted otherwise. Denotes motion detected. Lights to be motion sensor activated. Denotes home automation. Lights to be connected to home automation system.
BBBB BB B B BSA B BBB BBBBBB BEFB BBB EF CH +2700 B BBB EF BB BBB BBBBBBSA B B B BB B EF B B BBBBBB CH +3000 UNIT 1 UNIT 2 B B BB A B G H K L M P Q R C1 ELECTRICAL LEGEND SYMBOL DESCRIPTION/SPECIFICATION REMARKS/EXAMPLES PH/DHTREXTTV SPSAEFAFLABMDHASMESDMFM Single General Power Outlet (GPO). Double General Power Outlet (GPO). External double General Power Outlet (GPO). Single General Power Outlet (GPO) for Heated Towel Rail. Television Telephoneoutlet.Data CAT 5. Denotes GPO to be mounted 180mm Above Bench. Denotes height of GPO to be mounted above finished floor level. LED Ceiling Recessed Adjustable Downlight Type A -VENICE 2 -8 Watts LED Ceiling Recessed Downlight Type B -VENICE 3R -8Watts GPO to be 300mm above floor level unless noted otherwise. GPO to be 300mm above floor level unless noted otherwise. Height to be verified on site prior to any works. GPO height & location to be verified on site prior to any works. GPO to be 300mm above floor level unless noted otherwise. Outlet to be 300mm above floor level unless noted otherwise. To be connected back to fuse box cupb. Refer to drawing for specified height. Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected Colour as selected LED Ceiling Mounted Downlight -Circular Type G -ALBA R -11Watts LED Ceiling Mounted Downlight -Square Type H -ALBA R -11Watts LED Ceiling Mounted Downlight Type K -BETA 506003 -3Watts LED Semi Recessed Wall Feature Type -OMNICRON 516003 -3Watts LED Wall Mounted Downlight Type M -JACKIE LED WALL DOWN 8412800 -5Watts LED Wall Mounted Up/Downlight Type P -DELTA 507133 -4.5watts LED Wall Mounted Downlight Type Q -PERSEO 525003 -9Watts LED Semi Recessed In Floor Mounted Type R -KAMINO 130 535021 -2 Watts Suspended Aluminum Extrusion -Opal Diffuse Type C1 -ICON -31Watts per Meter
MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD009 REFLECTED CEILING PLAN FIRST FLOOR 26 Newton Street, Surrey Hills VIC 3127 Scale 1 1001WD010 FIRST FLOOR REFLECTED CEILING PLAN1 REVISION SCHEDULE REVDATEDESCRIPTION
6.
North 1.
4.
NOTES 1.
5.
7.
Soffit DenotesMountedFloorMounted Box with tile finish lid C2 Colour as selected Suspended Pendant Light -Opal Diffuse Type C2 SA Denotes Motion/Occupancy Sensor S LED Tube Light Ceiling Mounted Type -PHILLIPS T8 -20 Watts Colour as selected All proposed electrical works to comply with respective supply authority requirements, current Australian Standards & BCA Volume 2 (Class 1 & 10 Buildings). Allow for co-ordination of all necessary trimmers and fixing points to all items shown on drawings. All lighting & power outlets to be protected by RCD. Contractor to verify & allow for all electrical requirements of all hard wired & non-hard wired items as per manufacturer's specifications prior to installation of cabling. Including appliances, fittings, etc. whether shown on this drawing or not. Any General Power Outlets indicated to this drawing may be repositioned at a radius of 1200mm at no additional cost. Contractor to verify with builder proposed hot water service/services, and allow for all electrical requirements as per manufacturers details & specifications. Contractor to verify nominated Heating /Cooling System with builder and allow for all power installation & requirements as per manufacturer's pecifications. Location & full extent of works to be confirmed with builder prior to any works. Electrical contractor to allow for all proposed Light switching as indicated on this drawing to be repositioned within a radius of 1200mm at no additional cost. 9. Dimensions nominated for light fixtures are shown a preferred indicative locations only pending no interruptions due to any proposed floor structures contractor to allow to re-locate as close as possible where ever necessary.
THE PROPERTY OF AND MAY
BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD010 ELEVATIONS 26 Newton Street, Surrey Hills VIC 3127 Scale1 100 NORTH ELEVATION1 Scale1 100 SOUTH ELEVATION2 FINISHES LEGEND TAGDESCRIPTION AJARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION AND ACCORDING TO AS2870. BBLACK BALUSTRADE/FENCE BR1BRICK DPBS1BATTENSFINISHSCREEN&SDOWNPIPEWITHSPREADEREGEAVESGUTTERGLGLAZINGOBOBSCUREDFROSTEDGLASSRRENDERFINISHRFRENDERFINISHRT-03ROOFINGTYPE3.SELECTEDTILED ROOF TO SUIT INDICATED ROOF SLOPE. CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. RWH+DPRAIN WATER HEAD. COLOURBOND COLOUR TBC WT-06WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD. INSTALL AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. REVISION SCHEDULE REVDATEDESCRIPTION
1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL IS THE
RL UNIT 1 GROUND FLOOR FFL 121.295 RL UNIT 1 FIRST FLOOR FFL 124.295 RL UNIT 1 PARAPET RL 127.295 RL UNIT 2GROUND FLOOR119.635FFL RL UNIT 2 FIRST FLOOR122.635FFL RL UNIT 2 PARAPET125.635RL RL UNIT 2 RIDGE126.971RL RL UNIT 1 RIDGE RL 128.266 1 7 0 0 BOUNDARYTITLE BOUNDARYTITLEPROPOSED BOUNDARYTITLE UNIT UNIT2 1 14° 19° BR1BS1RRB BS1OBGLR GL 1751300030009718722 35300030001336 7371 RT-03 RT-03 1 7 0 0 1 7 0 0 OB B GLGL NGL GL B GL GL RESCODESETBACK W03 1FF W02 1FF W01 1FF D06 1GF W01 1GF W02 1GF W03 1GF W05 2FF W03 2FF W02 2FF W01 2FF D10 2GF W09 2GF W10 2GF W04 1FF GL W04 2FF DP S RWH+DP RWH+DP DP & DP & S DP & S RWH+DP RWH+DP RL 119.600 AJ AJ AJ 1700 42 85 64 TOWN PLANNING ROOF LINE RF AJ NGL AT BUILDING WT-06 WT-06 1.8M HIGH FENCE RL UNIT 1 BASEMENT118.595FFL RL UNIT 1 GROUND FLOOR121.295FFL RL UNIT 1 FIRST FLOOR124.295FFL RL UNIT 1 PARAPET127.295RL RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT 2 FIRST FLOOR FFL 122.635 RL UNIT 2 PARAPET RL 125.635 RL UNIT 2 BASEMENT FFL 116.935 RL UNIT 2 RIDGE RL 126.971 RL UNIT 1 RIDGE128.266RL BOUNDARYTITLEBOUNDARYTITLEPROPOSEDBOUNDARYTITLE 2700300030001336 270030003000971 9498722RT-03GLB BR1GLGL GL GL R RT-03GLRBR1B GLB NGL AT BOUNDARY UNIT 2UNIT 1 19° 14° RESCODESETBACK AUTO SLIDING GATE AUTO SLIDING GATE EG S&DPEG EG S&DP RT-03 RT-03W10 2FF W09 2FF W08 2FF W07 2FF W06 2FF W07 2GF W06 2GF W05 2GF W03 2GF W02 2GF W01 2GF D01 2GF D07 1FF W11 1FF W10 1FF W09 1FF W08 1FF W11 1GF W10 1GF W09 1GF W08 1GF W07 1GF W01 1BF W02 1BF RL 119.600 10036 9671 17511100 150015001550110015501100155011001100135011001325 AJ AJAJ AJ AJ AJAJ2 5 9 0 5 6 0 5 1 0 0 0 1 5 10 0 0 0 METAL BALUSTRADE METAL BALUSTRADE 1 1 1 0 120 max gap RL UNIT 1 LOWER BASEMENTFFL118.055 TOWN PLANNING ROOF LINE TOWN PLANNING ROOF LINE NGL BUILDINGAT AJ 1100 METAL CORNER POST METAL CORNER POST SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AND EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD THISNOTESITE IS WITHIN A TERMITE PRONE AREA AND PROTECTION TO BOTH BUILDINGS IS REQUIRED TO COMPLY WITH AS 3660.1 TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS ROOFS TO COMPLY WITH CURRENT AS 1684 AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS: -2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. REFERNOTE: TO STRUTURAL ENGINEER TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL ROOF BRACING AS PER ENGINEERS DETAILS & SPEC. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS:
STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT
ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD011 ELEVATIONS 26 Newton Street, Surrey Hills VIC 3127 Scale1 100 EAST ELEVATION_UNIT 11 Scale1 : 100 WEST ELEVATION_UNIT 22 Scale1 100 EAST ELEVATION_UNIT 23 Scale1 : 100 WEST ELEVATION_UNIT 14 FINISHES LEGEND TAGDESCRIPTION AJARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION AND ACCORDING TO AS2870. BBLACK BALUSTRADE/FENCE BR1BRICK OBOBSCUREDGLGLAZINGFINISHFROSTED GLASS RRENDER RT-03ROOFINGFINISHTYPE3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. CONFIRM TYPE AND COLOUR WITH CLIENT OR DESIGNER. WT-06WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYREN WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD. INSTALL AS PER MANUFACTURER'S DETAILS SPECIFICATIONS. REVISION SCHEDULE REVDATEDESCRIPTION
3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK
RL UNIT 1 GROUND FLOOR FFL 121.295 RL UNIT 1 FIRST FLOOR FFL 124.295 RL UNIT 1 PARAPET RL 127.295 RL UNIT RIDGE RL 128.266 BOUNDARYTITLE BOUNDARYTITLE 30003000971 RT-03RBR1BRBR1GL GL GL 16° NGL RESCODESETBACK W07 1FF W06 1FF W05 1FF W13 1GF W06 1GF D01 1GF W05 1GF AJAJAJAJ 85 TOWN PLANNING ROOF LINE 1000 FRONT FENCE ON CORNER AT MAXIMUM 1M HEIGHT RL UNIT 2GROUND FLOOR119.635FFL RL UNIT FIRST FLOOR122.635FFL RL UNIT PARAPET125.635RL RL UNIT RIDGE126.971RL BOUNDARYTITLE BOUNDARYTITLE 18927336300030001336RT-03BR1RGL GLGL OB 1 7 0 0 NGL AT BUILDING RESCODESETBACK UNIT 1 OUTLINE NGL AT BOUNDARY 1 5 0 PROPOSED NGL W12 2FF W11 2FF W04 2GF W01 2BF 9228AJAJ TOWN PLANNING ROOF LINE 3 RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT 2 FIRST FLOOR FFL 122.635 RL UNIT 2 PARAPET RL 125.635 RL UNIT 2 BASEMENT FFL 116.935 RL UNIT 2 RIDGE RL 126.971 BOUNDARYTITLE BOUNDARYTITLE 3000300013363676969 RT-03BR1R BR1 R NGL BUILDINGAT RESCODESETBACK PROPOSED BOUNDARY FENCE NGL AT BOUNDARY D01 2FF 7336 AJ AJ 42 TOWN PLANNING ROOF LINE 1 7 0 0 RL UNIT 1 BASEMENT118.595FFL RL UNIT 1 GROUND FLOOR121.295FFL RL UNIT 1 FIRST FLOOR124.295FFL RL UNIT 1 PARAPET127.295RL RL UNIT 1 RIDGE128.266RL BOUNDARYTITLE BOUNDARYTITLE 30003000971 104016606971RT-03RGLGLBR1BR1R GL BR1 WT-06R 16° NGL RESCODESETBACK PROPOSED BOUNDARY FENCE D01 1FF W12 1GF W03 1BF D07 1BF W04 1BF 9671 AJ RL UNIT 1 LOWER BASEMENTFFL118.055 85 TOWN PLANNING ROOF LINE SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AND EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD THISNOTESITE IS WITHIN A TERMITE PRONE AREA AND PROTECTION TO BOTH BUILDINGS IS REQUIRED TO COMPLY WITH AS 3660.1 TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS: -2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; -90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; -90x45 MGP10 BOTTOM PLATES; -90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND -90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH .8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING TUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS SIZES. REFERNOTE: TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS SPECIFICATIONS FOR ROOF STRUCTURES FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
HANDRAILS HANDRAILS TO A STAIRWAYOR RAMP IN ACCORDANCE WITH NCC VOL PART 3.9.2.4: -BE LOCATED ALONG AT LEAST ONE SIDE; AND -BE ALONG THE FULL LENGTH OF THE FLIGHT OR RAMP EXCEPT IN THE CASE WHERE A HANDRAIL IS ASSOCIATED WITH A BARRIER THE HANDRAIL MAYTERMINATE WHERE THE BARRIER TERMINATES; AND -HAVE THE TOP SURFACE OF THE HANDRAIL NOT LESS THAN 865 mm VERTICALLY AVOBE THE NOSINGS OF THE STAIR TREADS OR THE FLOOR SURFACE OF THE RAMP; AND-HAVE NO OBSTRUCTION ON OR ABOVE THEM THAT WILL TEND TO BREAK A HANDHOLD, EXCEPT FOR NEWEL POSTS, BALL TYPE STANCHIONS OR THE LIKE.
RL UNIT 1 BASEMENT118.595FFL RL UNIT 1 GROUND FLOOR121.295FFL RL UNIT 1 FIRST FLOOR124.295FFL RL UNIT 1 PARAPET127.295RL RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT 2 FIRST FLOOR FFL 122.635 RL UNIT 2 PARAPET RL 125.635 RL UNIT 2 BASEMENT FFL 116.935 RL UNIT 2 RIDGE RL 126.971 RL UNIT 1 RIDGE128.266RL W10 2FF W09 2FF W07 2GF D04 2FF W06 2FF D03 2GF D07 1FF W11 1FF W10 1FF W03 1GF W02 1GF ENTRY LIVING LAUNDRY RUMPUS BED GARAGE KITCHEN BED 3RUMPUS BOUNDARYTITLEBOUNDARYTITLEPROPOSEDBOUNDARYTITLE 1 3 3 5 3 0 0 0 3 0 0 0 2 7 0 0 1 0 0 3 5 9 7 0 3 0 0 0 3 0 0 0 2 7 0 0 9 6 7 0 UNIT 2 UNIT 1 D06 1GF W05 1BF WT-03 WT-03 WT-05 WT-05 WT-04 WT-07 WT-01 WT-01 WT-03WT-03WT-05 WT-05WT-03 FT-05 FT-01 FT-01 FT-05 FT-05 FT-08 DP & S EG DP & S DPEGS EG EG CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS Ø100 AGI PIPE WRAPED WITH GEOTEXTILE FABRIC TO BE CONNECTED TO STORM WATER SYSTEM Ø100 AGI PIPE WRAPED WITH GEOTEXTILE FABRIC TO BE CONNECTED TO STORM WATER SYSTEM NATURAL GROUND LEVEL 2 7 0 0 4 0 0 2 6 0 0 2 7 0 0 Ø100 AGI PIPE WRAPED WITH GEOTEXTILE FABRIC TO BE CONNECTED TO STORM WATER SYSTEM. (ALL RETAINING WALL ASPER CIVIL AND STRUCTURAL ENGINEER DRAWINGS) W06 2GF W05 2GF D01 2BF CLOAK PDR D08 1BF D04 1FF BR1 R BR1 1 0 0 0 1 0 0 0 CONCRETE DRIVEWAY SLAB TO STRUCTURAL & CIVIL ENGINEERS DRAWINGS AND DETAILS CONC, SLAB AND FOOTING TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION 180 RETAINING WALL TO ENGINEERSSTRUCTURALDRAWINGS SELECTED FLOOR FINISH ON FLOOR TRUSS/FRAMING TO STRUCTURAL ENGINEERSSELECTEDDRAWINGSROOF TILES ON ROOF FRAMING/TRUSS TO STRUCTURAL ENGINEERS DRAWINGS SELECTED TILE FINISH ON WATERPROOF MEMBRANE ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS SELECTED ROOF TILES ON ROOF FRAMING/TRUSS TO STRUCTURAL ENGINEERS DRAWINGS SELECTED EAVES/DENTIL MOULDING IN SELECTED RENDER FINISH SELECTED PARAPET MOULDING IN SELECTED RENDER FINISH SELECTED FLOOR FINISH ON CONC. SLAB TO STRUCTURAL ENGINEERS DRAWINGS WALL AND ROOF INSULATION TO ENERGY RATERS SPECIFICATION ALUMINIUM BATTEN SCREENS 2700 2940 THICK100mmRAMP SW Pit 1 8 0 0 FENCEPALINGPROPOSED RL UNIT 1 LOWER BASEMENTFFL118.055 1 1 9 7 0 3 0 0 2 7 0 0 4 0 0 2 6 0 0 2 7 0 0 2 6 0 0 2 6 0 0 2 6 0 0 WT-01 WT-01 WT-01 2 6 0 0 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT 2 FIRST FLOOR FFL 122.635 RL UNIT 2 BASEMENT FFL 116.935 W01 2BF GARAGE PANTRY3 0 0 0 2 7 0 0 5 7 0 0 BOUNDARYTITLE BOUNDARYTITLE UNIT 2 CONC DRIVEWAY SLAB TO STRUCTURAL AND CIVIL ENGINEERS DRAWINGS WT-01 WT-04WT-04 CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS NATURAL GROUND LEVEL SPOS 2 4 0 0 2 6 0 0 D01 2BF SUMP PIT 2 3 4 0 2 3 4 5 SW PIT& GRATE TO CIVIL ENGINEERS DRAWINGS GRATING DRAIN TIMBER FLOORING ON CONC SLAD TO ENGINEERSSTRUCTURALDRAWING APPROX EX NGL BOUNDARY FENCE METAL DECK ROOF OVER FRAMING TO STRUCTURAL ENGINEERS DRAWINGS BRICK VENEER WALL GLAZED ALUMINIUM FRAME WINDOW 1 2 8 0 1 12 FALL PROPOSED GRD LINE BEYOND DASHED EXISTING FOOTPATH TREE INDICATIVE ONLY REFER DRAWINGSLANDSCAPE RL 117.500 PROPRIETARY ELECTRONIC AUTO SLIDING GATE. INSTALL TO MANUFACTURERS SPECIFICATION AND DETAILS. BUILDER TO PROVIDE AND POWER REQUIREMENTS. 150mm WIDE DISH DRAIN WITH GRATINGPROPRIETARYOVER REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT 2 FIRST FLOOR FFL 122.635 RL UNIT 2 PARAPET RL 125.635 RL UNIT 2 BASEMENT FFL 116.935 W11 2FF W12 2FF W01 2BFKITCHENGARAGEBED3BED BOUNDARYTITLE BOUNDARYTITLE 3 0 0 0 3 0 0 0 2 7 0 0 8 7 0 0 UNIT 2 WT-03 WT-05 WT-06 WT-04 WT-04 WT-02 WT-01D01 2BF FT-01 FT-07 450 450EG CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS NGLEX. DRAINGRATING 2 6 0 0 2 7 0 0 2 4 0 0 SELECTED FLOOR FINISH ON CONC. SLAB TO STRUCTURAL ENGINEERS RENDEREDDRAWINGSRETAINING BLOCK WALL TO STRUCTURAL ENGINEERS DRAWINGS SELECTED FLOOR FINISH ON FLOOR TRUSS/FRAMING TO STRUCTURAL ENGINEERS DRAWINGS SELECTED ROOF TILES ON ROOF FRAMING/TRUSS TO STRUCTURAL ENGINEERS DRAWINGS WALL AND ROOF INSULATION TO ENERGY RATERS SPECIFICATION SOFFIT LINING IN SELECTED PAINT FINISH AGI PIPE CONNECTED TO STORMWATER SYSTEM TO CIVIL ENGINEERS DRAWINGS 2800 20 20 RL 117.600 PROPRIETARY ELECTRONIC AUTO SLIDING GATE. INSTALL TO MANUFACTURERS SPECIFICATION AND DETAILS. BUILDER TO PROVIDE AND POWER REQUIREMENTS. 2 3 4 0 150mm WIDE DISH DRAIN WITH GRATINGPROPRIETARYOVER REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S -CEILINGS (UNIT & 2): -R 5.0 INSULATION TO CEILING OF FLAT ROOF. -R 6.0 INSULATION TO CEILING OF TILED ROOF. -CONCRETE-FLOORS SLAB EXCEPT GARAGE (UNIT only): R 0.7 BULK -(UNITINSULATION.1&2):TIMBER FLOOR: R 2.5 BULK INSULATION. -EXTERNAL-WALL CONCRETE WALLS AND RETAINING WALLS SURROUNDING ENSUITE 1 & LAUNDRY(UNIT 1 only): 90mm R 2.5 BULK NSULATION -EXTERNAL BRICK VENEER WALLS: 90mm R 2.5 BULK INSULATION -INTERNAL WALLLS SURROUNDING GARAGE AND BATHROOM 1 (UNIT ONLY): 90mm R 2.5 BULK INSULATION. ENERGY RATING DETAILS SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AND EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD THISNOTESITE IS WITHIN A TERMITE PRONE AREA AND PROTECTION TO BOTH BUILDINGS IS REQUIRED TO COMPLY WITH AS 3660.1 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD012 SECTIONS 26 Newton Street, Surrey Hills VIC 3127 Scale1 1001WD003 SECTION A-A1(A) Scale1 1001WD003 SECTION B-B2(B) Scale 1 1001WD003 SECTION C-C2(C) FINISHES LEGEND 1 BR1BRICK FINISH DP & SDOWN PIPE WITH SPREADER EGEAVES GUTTER FT-01FLOOR TYPE 1. CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWING AND FT-05FLOORSPECIFICATION.TYPE5.TIMBER FLOORING ON CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE FT-07FLOORLINES. TYPE 7. CARPET FINISH ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE FT-08FLOORLINES. TYPE 8. TIMBER DECKING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE RRENDERLINES. FINISH WT-01WALL TYPE 1. 200mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-02WALL TYPE 2. 155mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-03WALL TYPE 3. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO REFER COLOUR AND FINISHES SCHEDULE. WT-04WALL TYPE 4. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL WITH RENDER FINISH. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-05WALL TYPE 5. 90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-06WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD. INSTALL AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. WT-07WALL TYPE 7. 110mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS.
HANDRAIL TO BE CONTINOUSTO ALL INTERNAL STAIR FLIGHTS OPENABLE WINDOWS A WINDOW OPENING MUST BE PROVIDED WITH PROTECTION IF THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2 m OR MORE ABOVE THE SURFACE BENEATH IN ACCORDANCE WITH NCC VOL PART 3.9.2.5 WHERE THE LOWEST LEVEL OF THE WINDOW OPENING IS LESS THAN 1.7m ABOVE THE FLOOR, A WINDOW OPENING MUST COMPLY WITH THE FOLLOWING: -THE OPENABLE PORTION OF THE WINDOW MUST BE PROTECTED -A DEVICE OR SCREEN MUST IN ACCORDANCE WITH PART 3.9.2.5 -A BARRIER WITH A HEIGHT NOT LESS THAN 865 mm ABOVE THE FLOOR IS REQUIRED TO AN OPENABLE WINDOW -A BARRIER MUST BE IN ACCORDANCE WITH PART 3.9.2
REVISION SCHEDULE REVDATEDESCRIPTION
Scale1 1001WD003 SECTION D-D1(D) Scale1 1001WD003 SECTION E-E2 Scale1 1001WD003 SECTION H-H4 (H) REVISION SCHEDULE REVDATEDESCRIPTION
26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE
RL UNIT 1 BASEMENT FFL 118.595 RL UNIT 1 GROUND FLOOR FFL 121.295 RL UNIT 1 FIRST FLOOR FFL 124.295 RL UNIT 1 PARAPET RL 127.295 D01 1FF D06 1FF W12 1GF W13 1GF D02 1BF GARAGE STORAGE LIVING RUMPUS BOUNDARYTITLE BOUNDARYTITLE 3 0 0 0 3 0 0 0 2 7 0 0 8 7 0 0 UNIT 1 D05 1FF WT-03 WT-06 WT-04WT-03 WT-01 WT-01 FT-05 FT-01 FT-06 CONCRETE SLAB & FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS CONC. FOOTING TO STRUCTURAL ENGINEERS DRAWINGS PDRL'DRY BATH SELECTED FLOOR FINISH ON FLOOR TRUSS/FRAMING TO STRUCTURAL ENGINEERS DRAWINGS SELECTED ROOF TILES ON ROOF FRAMING/TRUSS TO STRUCTURAL ENGINEERS DRAWINGS WALL AND ROOF INSULATION TO ENERGY RATERS SPECIFICATION D03 1BF D04 1BF 1009 BALUSTRADE 1.1M HEIGHT EXISTING PALING FENCE RL 119.350 7 5 5 FALL17 AGI DRAIN CONNECT TO STORM WATER SYSTEM TO CIVIL ENGINEERS DRAWINGS STORM WATER DETENTION SYSTEM TO CIVIL ENGINEERS DRAWINGS GRATING DRAIN 1000 1m HIGH BALUSTRADEMETAL CONC DRIVEWAY TO STRUCTURAL ENGINEERS DRAWINGS CROSSOVER RL UNIT 1 LOWER BASEMENTFFL 118.055 RL U1 GF 123.895CHL UNDER CONC. SLAB INSULATION 2 6 0 0 STAIR 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS RL UNIT 1 BASEMENT FFL 118.595 RL UNIT 1 GROUND FLOOR FFL 121.295 RL UNIT 1 FIRST FLOOR FFL 124.295 RL UNIT 1 PARAPET RL 127.295 W07 1FF W13 1GF W06 1GF W06 1FF W05 1FF W05 1GF D02 1BF GARAGE BOUNDARYTITLE BOUNDARYTITLE 3 0 0 0 3 0 0 0 2 7 0 0 8 7 0 0 UNIT 1 D01 1GF WT-01 FT-01 CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS RETAINING WALL AS PER STRUCTURAL ENGINEERS DRAWINGS D04 1BF SELECTED FLOOR FINISH ON CONC. SLAB TO STRUCTURAL ENGINEERS DRAWINGS BALUSTRADE 1.0M HEIGHT W05 D011BF 1BF D03 1BF EXISTING NGL RETAINING CONCRETE WALL TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS AGI PIPE CONNECT TO STORM WATER SYSTEM TO CIVIL ENGINEERS DRAWINGS EXISTING PALING FENCE 10001000 BALUSTRADE 1.0M HEIGHT 200 RL U1 GF 123.895CHL AGI PIPE CONNECT TO STORM WATER SYSTEM TO CIVIL ENGINEERS DRAWINGS PROPRIETARY ELECTRONIC AUTO SLIDING GATE. INSTALL TO MANUFACTURERS SPECIFICATION AND DETAILS. BUILDER TO PROVIDE AND POWER REQUIREMENTS. 2 1 235 050 2 1 6 0 150mm WIDE DISH DRAIN WITH GRATINGPROPRIETARYOVER ROOF LEGEND -DENOTES 'COLORBOND' DOWN PIPES. -DENOTES COLORBOND' SPREADER DOWN PIPES. -DENOTES SUMP PIT. -DENOTES SUMP PIT AND OVER FLOW -DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. -DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. ALLOWNOTE: FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). DP SP RWH SO S SCHEDULE OF FINISHES GARAGE SELECTEDDOORS:TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. SELECTEDWINDOW: POWDER COATED ALUMINUM TYPE. ALL INTERIOR ROOM ELEVATIONS, FIXTURES, FITTINGS AND EQUIPMENTS REFER INTERIOR DESIGN DRAWINGS, SCHEDULES AND SPECIFICATIONS BY BAYLEY WARD THISNOTESITE IS WITHIN A TERMITE PRONE AREA AND PROTECTION TO BOTH BUILDINGS IS REQUIRED TO COMPLY WITH AS -CEILINGS3660.1(UNIT & 2): -R 5.0 INSULATION TO CEILING OF FLAT ROOF. -R 6.0 INSULATION TO CEILING OF TILED ROOF. -CONCRETE-FLOORS SLAB EXCEPT GARAGE (UNIT 1 only): R 0.7 BULK -(UNITINSULATION.1&2):TIMBER FLOOR: R 2.5 BULK INSULATION. -EXTERNAL-WALL CONCRETE WALLS AND RETAINING WALLS SURROUNDING ENSUITE & LAUNDRY(UNIT 1 only): 90mm R 2.5 BULK NSULATION -EXTERNAL BRICK VENEER WALLS: 90mm R 2.5 BULK INSULATION -INTERNAL WALLLS SURROUNDING GARAGE AND BATHROOM (UNIT 1 ONLY): 90mm R 2.5 BULK INSULATION. ENERGY RATING DETAILS RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT FIRST FLOOR FFL 122.635 RL UNIT PARAPET RL 125.635 RL UNIT BASEMENT FFL 116.935 RL UNIT 2 RIDGE RL 126.971 D06 2FF W04 2GF D12 2GF D04 2BFENTRY LIVING BATH BOUNDARYTITLE BOUNDARYTITLE1 3 3 5 3 0 0 0 3 0 0 0 2 7 0 0 1 0 0 3 5 UNIT 2 D02 2BF WT-01 WT-04 WT-04 WT-06WT-05 WT-03 450 450 FT-05 FT-06 FT-01 EG RUMPUS D09 2GF D05 2FF SELECTED ROOF TILES ON ROOF FRAMING/TRUSS TO STRUCTURAL ENGINEERS DRAWINGS WALL AND ROOF INSULATION TO ENERGY RATERS SPECIFICATION SELECTED FLOOR FINISH ON CONC. SLAB TO STRUCTURAL ENGINEERS DRAWINGS 1 0 0 0 PROPOSED NGL EXISTING NGL BORED PIER ANDENGINEERSTRUCTURALREFERDRAWINGSSPECIFICATIONSRL 117.900 1 3 3 5 3 0 0 2 7 0 0 4 0 0 2 6 0 0 STAIR WT-01 RL UNIT 1 BASEMENT FFL 118.595 RL UNIT 1 GROUND FLOOR FFL 121.295 RL UNIT 1 FIRST FLOOR FFL 124.295 W12 1GF W03 1BF W04 1BF D07 1BF KITCHENBEDPANTRY DINING BOUNDARYTITLE BOUNDARYTITLE 3 0 0 0 2 7 0 0 UNIT 1 WT-03 WT-04 WT-01WT-07WT-01 FT-05 BORED PIER AND CAPPING BEAM ASPER STRUCTURAL ENIGEERS DRAWINGS BORED PIER AND CAPPING BEAM ASPER STRUCTURAL ENGINEERS DRAWINGS SHRWC 5 7 0 0 WALL AND ENGINEERSSTRUCTURALONSELECTEDSPECIFICATIONTOINSULATIONROOFENERGYRATERSFLOORFINISHCONC.SLABTODRAWINGS Ø100 AGI PIPE WRAPED WITH GEOTEXTILE FABRIC TO BE CONNECTED TO STORM WATER SYSTEM EXISTING PALING FENCE 2 6 0 0 1 0 0 0 UNDER SLAB INSULATION TO ENERGY RATERS REPORT CONCRETE SLAB EDGE TO STRUCTURAL ENGINEERS DRAWING RL UNIT 1 BASEMENT118.595FFL RL UNIT 1 GROUND FLOOR FFL 121.295 RL UNIT 1 FIRST FLOOR FFL 124.295 RL UNIT 1 PARAPET RL 127.295 RL UNIT 1 LOWER BASEMENTFFL 118.055 1840 GARAGEBED 1 KITCHEN BED 3RUMPUS POS 15° SELECTED ROOF TILES ON ROOF FRAMING/TRUSS TO STRUCTURAL ENGINEERS DRAWINGS SELECTED FLOOR FINISH ON FLOOR TRUSS/FRAMING TO STRUCTURAL ENGINEERS DRAWINGS WALL AND ROOF INSULATION TO ENERGY RATERS SPECIFICATION CONC, SLAB AND FOOTING TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION Ø100 AGI PIPE WRAPED WITH GEOTEXTILE FABRIC TO BE CONNECTED TO STORM WATER SYSTEM 100MM THICK RAMP 2600 26004003000 WT-01WT-01WT-07 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS 150mm WIDE DISH DRAIN WITH GRATINGPROPRIETARYOVER REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE.
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LINES.
BY THE ENDORSED TOWN PLANNING DRAWINGS BY
FLOOR LEVELS
WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD013 SECTIONS 26 Newton Street, Surrey Hills VIC 3127 Scale1 1001WD003 SECTION F-F3 Scale1 1001WD003 SECTION G-G5 FINISHES LEGEND 1 EGEAVES GUTTER FT-01FLOOR
3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FOR NOMIMATED BAYLEY TYPE 1. CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION. FT-05FLOOR TYPE 5. TIMBER FLOORING ON CONCRETE FLOOR TO STRUCTURAL ENGINEERS DRAWINGS MANUFACTURER'S INSTALLATION GUIDE FT-06FLOOR TYPE 6. TILE FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE WT-01WALLLINES.TYPE 1. 200mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-03WALL TYPE 3. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO REFER COLOUR AND FINISHES SCHEDULE. WT-04WALL TYPE 4. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL WITH RENDER FINISH. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & WT-05WALLSPECIFICATIONS.TYPE5.90mm THICK NON LOAD BEARING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT-06WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING UNITEX BASE BOARD SYSTEM-NON CAVITY,V11/02 INSULCON PTY LTD. INSTALL AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. WT-07WALL TYPE 7. 110mm THICK DINCEL WALL AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS.
REVISION SCHEDULE REVDATEDESCRIPTION
1GFD06 W=3400 FULLY GLAZED COMMERCIAL TYPE ALUMINIUM STACK SLIDING DOOR IN SELECTED POWDER COATED FINISH WITH PROPRIETARYHARDWARE,WEATHER SEALS,DOOR HANDLES.LOCKABLE FLYSCREEN SYSTEM TO SUITE. H=2400 DINING GLGLGL 2 4 0 0 3400 EQEQEQ 1 0 0 0 DECAL RL UNIT GROUND FLOOR FFL 121.295 W011GF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1500 STUDY 6 0 0 1 5 0 0 950 GLGL1 5 5 0 9 5 0 5 5 0 W021GF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1500 LIVING 6 0 0 1 5 0 0 950 GLGL1 5 5 0 9 5 0 5 5 0 W031GF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1500 LIVING 6 0 0 1 5 0 0 950 GLGL 9 5 0 5 5 0 1 5 5 0 W051GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1750 LIVING GL 1 7 5 0 6 0 0 900 GL RL UNIT 1 GROUND FLOOR FFL 121.295 1GFD01 W=1960 SELECTED GLAZED HINGED SINGLE DOOR WITH SIDE LIGHT H=2700WINDOWS. LIVING 2 7 0 047010204701960GLGL W061GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1750 STAIRS 1 7 5 0 6 0 0 900 GLGL1 6 7 5 1 0 7 5 6 7 5 W071GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1300 STAIRS 1 3 0 0 1 1 0 0 900 GLGL W081GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1300 LAUNDRY 1 3 0 0 1 1 0 0 GLGL900 W091GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1750 STAIRS 1 7 5 0 3 5 0 900 GLGL 1 4 2 5 6 7 5 1 0 7 5 W101GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1000 PANTRY 1 0 0 0 1 1 0 0 900 GLGL W111GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1000 PANTRY 1 0 0 0 1 1 0 0 900 GLGL 1 8 0 0 3 0 0 7 0 0 W121GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1750 DINING 1 7 5 0 3 5 0 900 GL GL 1 0 7 5 6 7 5 1 4 2 5 RL UNIT 2GROUND FLOOR FFL 119.635 2GFD01 W=1840 SELECTED GLAZED HINGED SINGLE DOOR WITH SIDE LIGHT H=2400WINDOWS. CLOAK 2 4 0 04709004701840GLGL 2 4 4 0 2000 2GFD11 W=1920H=2400 KITCHEN GL GL 1 0 0 0 DECALDECAL 2GFD10 W=800 SOLID CORE TIMBER HINGED DOOR H=2100 PANTRY 2 1 0 0 800 RL UNIT 2GROUND FLOOR FFL 119.635 W012GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 LAUNDRY 900 GL 2 1 0 0 1 5 0 GL W022GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 STUDY 2 1 0 0 1 5 0 900 GLGL W032GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 STUDY GL 2 1 0 0 1 5 0 900 GL W042GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 STUDY 2 1 0 0 1 5 0 900 GLGL W052GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=2100 DINING 2 1 0 0 1 5 0 900 GL GL W062GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=2100 KITCHEN 2 1 0 0 1 5 0 900 GLGL W072GF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 PANTRY 2 1 0 0 1 5 0 900 GL GL W092GF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 LIVING 3 0 0 2 1 0 0GLGL950 1 5 5 0 GL GL W112GF W=1400 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR GLAZING. H=1720 BED 1 6 5 0 1 7 2 0 1400 GL GL 2GFD12 W=2900 FULLY GLAZED ALUMINIUM SLIDING DOOR IN SELECTED POWDER COATED FINISH WITH PROPRIETARY HARDWARE,WEATHER SEALS,DOOR HANDLES. H=2400 LIVING GLGLGL 2900 2 4 0 0 EQEQEQ 1 0 0 0 DECAL W131GF W=600 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1615 STAIR 1 6 1 5 4 8 5 GLGL6001 4 9 5 1 0 1 0 6 1 0 1BFD07 W=1100 SOLID CORE TIMBER HINGED DOUBLE GLASS DOOR H=2400 BEDROOM 2 4 0 0 1100 GLGL RL UNIT 1 BASEMENT FFL 118.595 W011BF W=1100 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING AWNING WINDOW. H=500 MASTER BED 5 0 0 1 6 0 0 1100 GL W021BF W=1100 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING AWNING WINDOW. H=500 MASTER BED 5 0 0 1 6 0 0 1100 W031BF W=650 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING AWNING WINDOW. H=2400 MASTER BED 2 4 0 0650GL W041BF W=650 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING AWNING WINDOW. H=2400 MASTER BED 2 4 0 0650GL W051BF W=2000 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING AWNING WINDOW. H=500 GARAGE 1 9 0 0 5 0 0 2000 GL W012BF W=2000 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING AWNING WINDOW. H=500 GARAGE 5 0 0 1 9 0 0 2000 GL NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES UNITREQUIREMENTS.-D081GF, W07 1GF,W08 1GF,W13 1GF,W03 1FF,W04 1FF,W07 1FF,W08 1FF,W11 1FF FIXED, SLIDING U Value = 3.10 SHGC = 0.39 UNIT 2-D08 2GF, D11 2GF FIXED, SLIDING U Value = 3.10 SHGC = 0.49 UNIT & 2-W05 1BF, W01 2BF AWNING, CASEMENT U Value = 6.70 SHGC = 0.57 UNIT & 2-D07 1BF,W01 1BF,W02 1BF,W03 1BF,W04 1BF,D09 1GF,W01 1GF,W02 1GF,W03 1GF,W04 1GF,W05 1GF,W06 1GF,W09 1GF,W10 1GF,W11 1GF,W12 1GF,D05 1FF,D16 FF,W01 1FF,W02 1FF,W05 1FF,W06 1FF,W09 1FF,W10 1FF,D02 2BF,D01 2GF,D10 2GF,W05 2GF,W06 2GF,W08 2GF,W09 2GF,W10 2GF,D02 2FF,W0 2FF,W02 2FF,W03 2FF,W05 2FF,W11 2FF,W12 2FF AWNING, CASEMENT U Value = 3.10 SHGC = 0.39 UNIT 2 -W01 2GF,W02 2GF,W03 2GF,W04 2GF,W07 2GF,W04 2FF,W06 2FF,W07 2FF,W08 2FF,W09 2FF,W10 2FF FIXED, SLIDING U Value = 3.10 SHGC = 0.49 UNote:Value = The overall U Value (Heat flow -gain & oss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient Solar radiation transmission) of the window including the glass and frame. RL UNIT 2 BASEMENT FFL 116.935 2 1 0 0 900 2BFD02 W=900 SOLID CORE TIMBER HINGED DOOR H=2100 ENTRY RL UNIT BASEMENT FFL 118.595 900 2 1 0 0 1BFD02 W=900 SOLID CORE TIMBER HINGED DOOR H=2100 W102GF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2100 LIVING 950 3 0 0 2 1 0 0 1 5 5 0 GL GL GL GL 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD014 D/W SCHEDULE BASEMENT & GROUND FLOOR 26 Newton Street, Surrey Hills VIC 3127 UNIT 1 GROUND FLOOR DOOR SCHEDULE UNIT 1 GROUND FLOOR WINDOW SCHEDULE UNIT 2 GROUND FLOOR DOOR SCHEDULE UNIT 2 GROUND FLOOR WINDOW SCHEDULE UNIT 1 BASEMENT FLOOR DOOR WINDOW SCHEDULE UNIT 2 BASEMENT FLOOR DOOR WINDOW SCHEDULE 1. Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. 2. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. 3. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. 4. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. 5. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. 6. All windows & doors are shown as externally elevated. NOTE : ALL BEDROOM WINDOWS THAT ARE 2M ABOVE THE GROUND BELOW IS TO BE RESTRICTED TO 125MM MAX. OPENING FINISHES LEGEND TAGDESCRIPTION GLGLAZING CEILINGS (UNIT 1 & 2): R 5.0 INSULATION TO CEILING OF FLAT ROOF R 6.0 INSULATION TO CEILING OF TILED ROOF. FLOORS CONCRETE SLAB EXCEPT GARAGE (UNIT 1 ONLY): R 0.7 BULK INSULATION.(UNIT 1&2): TIMBER FLOOR: R 2.5 BULK INSULATION. WALL EXTERNAL CONCRETE WALLS AND RETAINING WALLS SURROUNDING ENSUITE 1 & LAUNDRY(UNIT 1 ONLY):90MM R 2.5 BULK INSULATION EXTERNAL BRICK VENEER WALLS: 90MM R 2.5 BULK INSULATION INTERNAL WALLS SURROUNDING GARAGE AND BATHROOM 1 (UNIT 1 ONLY): 90MM R 2.5 BULK INSULATION LIFT OFF DOOR HINGES TO POWDER/WC'S DOOR DELETED DELETED
OPENABLE WINDOWS
WINDOW OPENING MUST BE PROVIDED WITH PROTECTION IF THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2 m OR MORE ABOVE THE SURFACE BENEATH IN ACCORDANCE WITH NCC VOL PART 3.9.2.5 WHERE THE LOWEST LEVEL OF THE WINDOW OPENING IS LESS THAN 1.7m ABOVE THE FLOOR, A WINDOW OPENING MUST COMPLY WITH THE FOLLOWING: -THE OPENABLE PORTION OF THE WINDOW MUST BE PROTECTED -A DEVICE OR SCREEN MUST IN ACCORDANCE WITH PART 3.9.2.5 -A BARRIER WITH A HEIGHT NOT LESS THAN 865 mm ABOVE THE FLOOR IS REQUIRED TO AN OPENABLE WINDOW -A BARRIER MUST BE IN ACCORDANCE WITH PART 3.9.2
WHERE SILL HEIGHT OF WINDOW IS MORE THAN 2M ABOVE HE SURFACE BENEATH, A WINDOW RESTRICTOR IS REQUIRED. WINDOW RESTRICTOR TO COMPLY WITH AS 5203:2016 AND CLAUSE .9.2.5 OF THE NCC (CHILD SAFETY). THE RESTRICTOR DEVICE MUST PREVENT THE PASSAGE OF SPHERE WITH A DIAMETER OF 125 MM BOTH DURING AND AFTER THE APPLICATION OF 250 NEWTONS OF FORCE.
1FFD07 W=900 SOLID CORE TIMBER HINGED DOOR H=2400 MASTER BED 2 4 0 0 0 900 RL UNIT 1 FIRST FLOOR FFL 124.295 1FFD01 W=1600 SOLID CORE TIMBER HINGED DOUBLE GLASS DOOR H=2340 RUMPUS 2 4 0 0 1600 RL UNIT FIRST FLOOR FFL 124.295 W011FF W=700 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 MASTER BED 6 0 0 1 8 0 0OBOB700 1 7 0 0 W021FF W=700 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 MASTER BED 6 0 0 1 8 0 0OB700OB 1 7 0 0 W031FF W=1100 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 ENSUITE 6 0 0 1 8 0 0 1100 OBGL1 7 0 0 1 1 0 0 7 0 0 OB W041FF W=1500 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2400 BED 2 2 4 0 0 1500 GLGL W051FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1600 BED 2 1 6 0 0 8 0 0 900 GLGL 2 4 0 0 1 8 0 0 W061FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1600 BED 3 1 6 0 0 8 0 0 900 GL GL 2 4 0 0 1 8 0 0 W071FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1600 STAIRS 1 6 0 0 8 0 0 GLGL900 2 4 0 0 1 8 0 0 W081FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1600 STAIRS 1 6 0 0 8 0 0 GLGL900 2 4 0 0 1 8 0 0 W091FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1600 RUMPUS 1 6 0 0 8 0 0 900 GL GL 2 4 0 0 1 8 0 0 W101FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1600 RUMPUS 1 6 0 0 8 0 0 900 GLGL 2 4 0 0 1 8 0 0 W111FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING GRADE A SAFETY GLASS. H=1600 BATH 1 1 6 0 0 8 0 0 900 GL GL 2 4 0 0 1 6 2 5 RL UNIT FIRST FLOOR122.635FFL 2FFD01 W=900 SOLID CORE TIMBER HINGED DOOR H=2400 MASTER BED 900 2 4 0 0 6 0 RL UNIT FIRST FLOOR FFL 122.635 W012FF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 BED 2 6 0 0 1 8 0 0 950 OBOB1 7 0 0 1 1 0 0 7 0 0 W022FF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING GRADE A SAFETY GLASS. H=1800 BATH 2 6 0 0 1 8 0 0 950 OB OB W032FF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 MASTER BED 6 0 0 1 8 0 0 950 OBOB1 7 0 0 1 1 0 0 7 0 0 W052FF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 MASTER BED 6 0 0 1 8 0 0 950 OBOB1 7 0 0 1 1 0 0 7 0 0 W062FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING GRADE A SAFETY GLASS. H=1650 ENSUITE 1 6 5 0 7 5 0 900 GLGL W072FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1650 STAIR 1 6 5 0 7 5 0 900 GLGL1 7 7 5 6 2 5 1 0 2 5 W082FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1650 RUMPUS 1 6 5 0 7 5 0 900 GLGL W092FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1650 BED 3 1 6 5 0 7 5 0 900 GLGL W102FF W=900 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1650 BED 3 1 6 5 0 7 5 0 900 GLGL 2 4 0 0 W112FF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 BED 3 1 8 0 0 6 0 0 950 OBOB 1 7 0 0 2 4 0 0 RL UNIT 2 FIRST FLOOR FFL 122.635 W122FF W=950 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=1800 BED 2 1 8 0 0 6 0 0 950 OB OB W042FF W=1500 SELECTED POWDER COATED ALUMINUM IMPROVED TYPE FRAME WITH CLEAR FIXED GLAZING. H=2400 MASTER BED 2 4 0 0 1500 GLGL NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES UNITREQUIREMENTS.-D081GF, W07 1GF,W08 1GF,W13 1GF,W03 1FF,W04 1FF,W07 1FF,W08 1FF,W11 1FF FIXED, SLIDING U Value = 3.10 SHGC = 0.39 UNIT 2-D08 2GF, D11 2GF FIXED, SLIDING U Value = 3.10 SHGC = 0.49 UNIT & 2-W05 1BF, W01 2BF AWNING, CASEMENT U Value = 6.70 SHGC = 0.57 UNIT & 2-D07 1BF,W01 1BF,W02 1BF,W03 1BF,W04 1BF,D09 1GF,W01 1GF,W02 1GF,W03 1GF,W04 1GF,W05 1GF,W06 1GF,W09 1GF,W10 1GF,W11 1GF,W12 1GF,D05 1FF,D16 FF,W01 1FF,W02 1FF,W05 1FF,W06 1FF,W09 1FF,W10 1FF,D02 2BF,D01 2GF,D10 2GF,W05 2GF,W06 2GF,W08 2GF,W09 2GF,W10 2GF,D02 2FF,W0 2FF,W02 2FF,W03 2FF,W05 2FF,W11 2FF,W12 2FF AWNING, CASEMENT U Value = 3.10 SHGC = 0.39 UNIT 2 -W01 2GF,W02 2GF,W03 2GF,W04 2GF,W07 2GF,W04 2FF,W06 2FF,W07 2FF,W08 2FF,W09 2FF,W10 2FF FIXED, SLIDING U Value = 3.10 SHGC = 0.49 UNote:Value = The overall U Value (Heat flow -gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient Solar radiation transmission) of the window including the glass and frame. 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD015 D/W SCHEDULE FIRST FLOOR 26 Newton Street, Surrey Hills VIC 3127 UNIT 1 FIRST FLOOR DOOR SCHEDULE UNIT 1 FIRST FLOOR WINDOW SCHEDULE UNIT 2 FIRST FLOOR WINDOW SCHEDULE UNIT 2 FIRST FLOOR DOOR SCHEDULE 1. Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. 2. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. 3. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. 4. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. 5. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties.
WINDOW OPENING MUST BE PROVIDED WITH PROTECTION IF THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2 m OR MORE ABOVE THE SURFACE BENEATH IN ACCORDANCE WITH NCC VOL PART 3.9.2.5 WHERE THE LOWEST LEVEL OF THE WINDOW OPENING IS LESS THAN 1.7m ABOVE THE FLOOR, A WINDOW OPENING MUST COMPLY WITH THE FOLLOWING: -THE OPENABLE PORTION OF THE WINDOW MUST BE PROTECTED -A DEVICE OR SCREEN MUST IN ACCORDANCE WITH PART 3.9.2.5 -A BARRIER WITH A HEIGHT NOT LESS THAN 865 mm ABOVE THE FLOOR IS REQUIRED TO AN OPENABLE WINDOW -A BARRIER MUST BE IN ACCORDANCE WITH PART 3.9.2 REVISION SCHEDULE REVDATEDESCRIPTION
6. All windows & doors are shown as externally elevated. NOTE ALL BEDROOM WINDOWS THAT ARE 2M ABOVE THE GROUND BELOW IS TO BE RESTRICTED TO 125MM MAX. OPENING FINISHES LEGEND TAGDESCRIPTION OBOBSCUREDGLGLAZING FROSTED GLASS OPENABLE WINDOWS
SELECTED TIMBER FLOORING REFER INTERIOR SPECIFCATION
FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN.TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. 18mm CEMENTCOMPRESSEDSHEET. FLOORPROPRIETARYWASTE WATERPROOF MEMBRANE SIKA TITE WPU DRAINED SYSTEMSTORMWATERTO FALL TO FWFALL TO FW 8 5 5 0 REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. (TYPICAL EPOXY FLOORING TO BALCONY) WATERPROOFING SPECIFICATION: These drawings are to be read in conjunction with roject specification prepared by Parchem Project Id: 50602 dated 26/07/2019 1. Basement garage walls (Excluding Dincel Construction System Walls) AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2. Concrete retaining walls to living areas AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 3. Concrete retaining walls to outside areas AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 4. First floor balconies (timber decking) AU_SD14903 Emer-Proof Aqua Barrier Advanced Emer-Proof Elastic Joint Band System on New Compressed Fibre Cement Sheet (CFC) Exterior] Primer AU_DV02500 Emer-Proof Primer Non Porous Primer Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 2nd Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 5. Ground floor terracess/decks above basement living areas (tiled over) AU_SD14894 Emer-Proof Aqua Barrier Advanced on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02501 Emer-Proof Primer Porous Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 2nd Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced DINCEL CONSTRUCTION SYSTEM RETAINING WALLS. Refer manufactueres details and specification for waterproofing requirements. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: TIMBER FLOORING EXISTING STRUCTURAL FLOORING EXISTING STEEL BEAM EXISTING STRUCTURAL FLOORING EXISTING CEMENTCOMPRESSED18mmSHEET BRICK FACE WALL REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. SKIRTING SKIRTING TILES 8 0 WATERPROOF MEMBRANE WATERPROOF MEMBRANE SIKA TITE WPU M N 5 0 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD016 CONSTRUCTION DETAILS SHEET 1 26 Newton Street, Surrey Hills VIC 3127 REVISION SCHEDULE REVDATEDESCRIPTION
ANTI PONDING BOARD CONCRETE ROOF TILES @ 15° PITCH SARKING ALUMINIUM GLAZED WINDOW. SHOWN INDICATIVELY. INSTALL TO MANUFACTURERS DETAILS & SPECIFICATION. REFER WINDOW SCHEDULES
RENDERED COBEL RENDERED MOULDING METAL FLASHING RENDERED WINDOW MOULDING RENDERED WINDOW MOULDING OR SILL BRICK LINTEL TO ENGINEERSSTRUCTURALDETAIL
COLORBOND EAVES GUTTER FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS.
REINFORCED CONCRETE SLAB EDGE TO STRUCTURAL ENGINEERS DRAWINGS SPECIFICATION. 6mm VILLABOARD SOFFIT LININGS FIXED TO U/S OF SLAB, ALLOW TO PLASTER STOP JOINTS IN SHEETS. INSULATION TO ENERGY RATERS REPORT
DINCEL WALL PANELS TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURES DETAILS AND SPECIFICATION
3 4 0 1 7 5 1 7 5 250 1510 250 WATERPROOFING. REFER SPECIFICATION BACKFILL ACCORDING TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION GRATING DRAIN. CONNECT TO STORM WATER SYSTEM TO CIVIL ENGINEERS DRAWINGS SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED COLORBOND EAVES GUTTER FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. CEILING LINING SPECIFIED ANTI PONDING BOARD CONCRETE ROOF TILES @ 15° PITCH SARKING ROOF INSULATION TO ENERGY RATERS REPORT 1 0 0 STEEL BEAM TO STRUCTURAL ENGINEERS DRAWINGS 240mm BRICK VENEER WALL: 90mm TIMBER STUD, 40mm AIR GAP WITH BUILDING PAPER, 110mm FACE BRICK/RENDERED WALL TIE 10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS ACOUSTIC INSULATIONCEILINGASSPECIFIED FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGS FLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING SKIRTING AS SPECIFIED WALL LINING AS SPECIFIED SELECTED METAL BALUSTRADE MIN GAP 120mm 18mm CEMENTCOMPRESSEDSHEET.
10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS ACOUSTIC CEILING INSULATION AS SPECIFIED FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGS FLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING SKIRTING AS SPECIFIED WALL LINING AS SPECIFIED
SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED 5 0 WATERPROOF MEMBRANE SIKA TITE WPU ENTRY DOOR SHOWN INDICATIVELY. INSTALL TO MANUFACTURERS DETAILS & SPECIFICATION. REFER DOOR SCHEDULES SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED RENDERED MOULDING METAL CAPPING 300 WIDE COLORBOND METAL BOX GUTTER ON MARINE PLY BACKING. FRAME TO 1:200 MIN FALL WITH WALL: 90mm TIMBER STUD, 40mm AIR GAP WITH BUILDING PAPER, 110mm FACE BRICK/RENDERED WALL TIE. REFER STRUCTURAL ENGINEERS DRAWINGS FOR STRUCTURAL REQUIREMENT. EAVESCOLORBONDGUTTER FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. ANTI PONDING BOARD CONCRETE ROOF TILES @ 20° PITCH SARKING CEILING LINING A SPECIFIED ROOF INSULATION TO ENERGY RATERS REPORT 20 PROPRIETARY ALUMINIUM 100MMX40MM VERTICAL BATTEN WINDOW SCREENS ARE MANUFACTURED AND APPROXIMATELY 60MM GAP IN BETWEEN THE SLATS. GAP TO CONFORM WITH THE REQUIRED 25% OVERLOOKING VIEW, COMPLYING WITH RES CODE REQUIREMENTS FIXED TO TYPICAL STAND-OFF BRACKET OF APPROXIMATELY 200MM TO ALLOW FOR CLEANING OF THE WINDOW GLASS. COLOUR-POWDERCOAT TO DESIGN ARCHITECTS SPECIFICATION. INSTALL TO MANUFACTURERS DETAIL AND SPECIFICATION. RENDERED CONCRETE FILLED BRICK COLUMN. REFER STRUCTURAL ENGINEERS DRAWINGS FOR STRUCTURAL REQUIREMENTS RENDERED BRICK VENEER RENDERED MOULDING RENDERED COBEL STEEL BEAM TO STRUCTURAL ENGINEERS DRAWINGS 10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS ACOUSTIC CEILING INSULATION AS SPECIFIED FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGS FLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING WALL LINING AS SPECIFIED 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. ROOF BEAM TO STRUCTURAL ENGINEERS DRAWINGS COLORBOND METAL DECK ROOFING ON GRADED BATTENS. 1° MIN. PITCH ROOF BEAM TO STRUCTURAL ENGINEERS DRAWINGS FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGS FLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING SKIRTING AS SPECIFIED ENTRY CANOPY FIRST FLOOR DECK & SCREEN DOWNPIPE. CONNECT TO STORMWATER SYSTEM. REFER CIVIL ENGINEERINGDOWNPIPEDRAWINGSTHROUGH COLUMN DINCEL WALL PANELS TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURES DETAILS AND SPECIFICATION 1 2 5 TILE SKIRTING SELECTED NON-SLIP
OVERFLOW PROVISIONS ENTRY DOOR SHOWN INDICATIVELY. INSTALL TO MANUFACTURERS DETAILS SPECIFICATION. REFER DOOR SCHEDULES 240mm BRICK VENEER
ALUMINIUM GLAZED SLIDING DOOR SHOWN INDICATIVELY. INSTALL TO MANUFACTURERS DETAILS SPECIFICATION. REFER DOOR SCHEDULES
REINFORCEDEQUIVALENTCONCRETE
PROPOSED/EXISTING
GROUND LEVEL. CONFIRM ON SITE. BUILDER TO PROVIDE RETAINING WALLS OR BALUSTRADE WHERE REQUIRED SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED ALUMINIUM GLAZED WINDOW. REFER WINDOW SCHEDULES CEILING LINING SPECIFIED CEILING SPECIFIEDLINING LINTEL TO STRUCTURAL ENGINEERS DETAIL LINTEL TO STRUCTURAL ENGINEERS DETAIL C O N F R M O N S T E 1 5 0 S T E P BASEMENT BALCONY DECK & BALUSTRADE RETAINING WALL FENCE UNIT 1 EAVES LOGGIA 1 4 5 DINCEL WALL PANELS TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURES DETAILS AND SPECIFICATION DINCEL WALL PANELS TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURES DETAILS AND SPECIFICATION WATERPROOFING AS SPECIFIED 1 0 0 3 0 0 2 0 0 3 0 0 400 SELECTED BRICK FINISH PIER WITH REINFORCED CONCRETE CORE FILLED TO STRUCTURAL ENGINEERS DRAWINGS. 1 6 5 0 M A X SELECTED BRICK FINISH WITH REINFORCED CONCRETE CORE FILLED TO STRUCTURAL ENGINEERSSELECTEDDRAWINGS.POWDER COATED METAL PICKET FENCE OVER REINFORCED CONCRETE STRIP TO STRUCTURAL ENGINEERS DRAWINGS. PEDESTRIAN FOOTPATH 1 1 0 0 1 5 0 M I N 4 5 0 M A X FLOORPROPRIETARYWASTE DRAINED SYSTEMSTORMWATERTO FALL TO FWFALL TO FW 1 0 0 5 0 SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED WATERPROOF MEMBRANE SIKA TITE WPU WATERPROOFING SPECIFICATION: These drawings are to be read in conjunction with project specification prepared by Parchem Project Id: 50602 dated 26/07/2019 1. Basement garage walls (Excluding Dincel Construction System Walls) AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2. Concrete retaining walls to living areas AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 3. Concrete retaining walls to outside areas AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 4. First floor balconies (timber decking) AU_SD14903 Emer-Proof Aqua Barrier Advanced Emer-Proof Elastic Joint Band System on New Compressed Fibre Cement Sheet (CFC) Exterior] Primer AU_DV02500 Emer-Proof Primer Non Porous Primer Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 2nd Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 5. Ground floor terracess/decks above basement living areas (tiled over) AU_SD14894 Emer-Proof Aqua Barrier Advanced on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02501 Emer-Proof Primer Porous Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 2nd Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced DINCEL CONSTRUCTION SYSTEM RETAINING WALLS. Refer manufactueres details and specification for waterproofing requirements. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: EXISTING TIMBER FLOORING EXISTING PLASTERBOARD LININGEXISTING STRUCTURAL FLOORING EXISTING STEEL BEAM EXISTING STRUCTURAL FLOORING EXISTING CEMENTCOMPRESSED18mmSHEET EXISTING BRICK FACE WALL REMOVED EXISTING FLOOR TILES. GRIND EXISTING SCREED TO PROVIDE A 50mm STEP DOWN. INSTALL SELECTED NON SLIP EPOXY FLOOR FINISH TO MANUFACTUERES SPECIFICATION WITH 1:100 MIN. GRADIENT TO FLOOR WASTE. WATERPROOF MEMBRANE SIKA TITE WPU 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD017 CONSTRUCTION DETAILS SHEET 2 26 Newton Street, Surrey Hills VIC 3127 REVISION SCHEDULE REVDATEDESCRIPTION
ENGINEERS DRAWINGS SPECIFICATION. FIN. GRD LEVEL PLASTERBOARD LINING ON FURRING CHANNEL INSULATION TO ENERGY RATERS REPORT CORBEL 15mm THICKMETALRENDERCAPPING 300 WIDE COLORBOND METAL BOX GUTTER ON MARINE PLY BACKING. FRAME TO 1:200 MIN FALL WITH OVERFLOW PROVISIONS 240mm BRICK VENEER WALL: 90mm TIMBER STUD, 40mm AIR GAP WITH BUILDING PAPER, 110mm FACE BRICK/RENDERED WALL TIE COLORBOND METAL DECK ROOFING ON GRADED BATTENS. 1° MIN. PITCH SELECTED METAL BALUSTRADE MIN GAP 120mm 1 3 5 18mm COMPRESSED CEMENT SHEET. STEEL BEAM TO STRUCTURAL ENGINEERS DRAWINGS 10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE
RETAINING WALL TO STRUCTURAL OF FLOOR TRUSSES/JOISTS
3 4 0 195 4 0 0 1465 2705 COLORBOND EAVES GUTTER FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. CEILING LINING A SPECIFIED ANTI PONDING BOARD CONCRETE ROOF TILES @ 15° PITCH SARKING ROOF INSULATION TO ENERGY RATERS REPORT UNIT FIRST CEILING LEVEL TOP OF STUD COLORBOND METAL DOWN PIPE ALUMINIUM GLAZED WINDOW. REFER WINDOW SCHEDULES AGI PIPE CONNECTED TO STORM WATER SYSTEM TO STRUCTURAL ENGINEERS DRAWINGS & REINFORCEDSPECIFICATIONCONCRETESLAB ON LEVELLING SAND BED ON CRUSH ROCK TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION. WATERPROOFING 'SIKAPROOF A' DAMP PROOF MEMBRANE OR REINFORCEDEQUIVALENTCONCRETE RETAINING WALL TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION.WATERPROOFING AS BACKFILLSPECIFIEDACCORDING TO STRUCTURAL ENGINEERS DRAWINGS SPECIFICATION UNIT BASEMENT GROUND FLOOR LEVELUNIT BASEMENT GROUND FLOOR LEVEL AGI PIPE CONNECTED TO STORM WATER SYSTEM TO STRUCTURAL ENGINEERS DRAWINGS REINFORCEDSPECIFICATIONCONCRETESLAB ON LEVELLING SAND BED ON CRUSH ROCK TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION. WATERPROOFING 'SIKAPROOF A' DAMP PROOF MEMBRANE OR
ACOUSTIC CEILING INSULATION AS SPECIFIED FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGSFLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING SKIRTING AS SPECIFIED WALL LINING AS SPECIFIED STEEL BEAM TO STRUCTURAL ENGINEERS DRAWINGS 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN
SHEETS.FLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING SKIRTING AS SPECIFIED WALL LINING AS SPECIFIED CORBEL 15mm THICK RENDER STEEL BEAM TO STRUCTURAL ENGINEERS DRAWINGS
DRIVEWAY
SELECTED
SELECTED PANEL LIFT GARAGE DOOR
2 080 60045645 3 4 0 7 5 CL1 0 0 200240 9 0 2 1 20 7 5 VARIES 2 7 5 1000 2 1 1 0 REINFORCED CONCRETE SLAB EDGE TO STRUCTURAL ENGINEERS DRAWINGS SPECIFICATION. 240mm BRICK VENEER WALL: 90mm TIMBER STUD, 40mm AIR GAP WITH BUILDING PAPER, 110mm FACE WALLBRICK/RENDEREDTIE. SKIRTING INSULATION TO ENERGY RATERS REPORT BUILDING PAPER BEAM TO ENGINEERSSTRUCTURALDRAWINGS STEEL BEAM DRAWINGSSTRUCTURALTOENGINEERS 10mm PLASTERBOARD CEILING LININGS FIXED TO "RONDO" (OR SIMILAR APPROVED) 25mm METAL CEILING BATTENS FIXED TO 450mm CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS ACOUSTIC SPECIFIEDINSULATIONCEILINGAS FLOOR JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGSFLOOR FINISH AS SPECIFIED. REFER INTERIOR SPECIFICATION OVER 20mm THICK STRUCTURAL FLOORING SKIRTING AS SPECIFIED WALL LINING AS SPECIFIED SELECTED METAL BALUSTRADE BALUSTRADE TO HAVE NO GAP MORE THAN 110mm GAP 1 0 0 0 M N DRIP GROOVE SELECTED RENDER MOULDING 2 2 5 SELECTED NON-SLIP FLOOR TILES WITH 1:100 MIN. GRADIENT TO DRAIN. STAINLESS STEEL "CREATIVE DRAIN SYSTEM" AS PER MANUFACTURER'S DETAILS & SPEC. WITH 50mm MIN. FALL TO STORMWATER DOWN PIPE. TYPICALLY APPROVED GRADED SCREEDING WITH 1:100mm MIN. GRADIENT TO SUIT. TYPICALLY APPROVED TILE MORTAR/GLUE ADHESIVE BED WATERPROOFING MEMBRANE 9 5 TIMBER STAIR TREAD ON STEEL STRINGER TO STRUCTURAL ENGINEERS DRAWINGS EAVESCOLORBONDGUTTER FASCIA BOARD IN SELECTED PAINT FINISH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. CEILING LINING A SPECIFIED ANTI PONDING BOARD CONCRETE ROOF TILES @ 15° PITCH SARKING ROOF INSULATION TO ENERGY RATERS REPORT
FLOOR
METAL
SELECTED GRATING
STORM WATER DETENTION SYSTEM TO CIVIL ENGINEERS DETAILS SPECIFICATION AGI PIPE CONNECTED TO STORM WATER SYSTEM TO STRUCTURAL ENGINEERS DRAWINGS REINFORCEDSPECIFICATIONCONCRETESLAB ON LEVELLING SAND BED ON CRUSH ROCK TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION. WATERPROOFING 'SIKAPROOF A' DAMP PROOF MEMBRANE OR REINFORCEDEQUIVALENTCONCRETE RETAINING WALL TO STRUCTURAL ENGINEERS DRAWINGS
GENERAL
6mm VILLABOARD SOFFIT LININGS FIXED TO U/S OF SLAB, ALLOW TO PLASTER STOP JOINTS IN SHEETS. INSULATION TO ENERGY RATERS REPORT VILLABOARD SOFFIT LININGS FIXED TO U/S OF SLAB, ALLOW TO PLASTER STOP JOINTS IN SHEETS. INSULATION TO ENERGY RATERS REPORT CONC. SLAB TO STRUCTURAL CIVIL ENGINEERS DETAILS SPECIFICATIONS DRAIN. SIZE TO CIVIL NGINEERS DETAILS. CONNECT TO STORMWATER SYSTEM TO CIVIL ENGINEERS DETAILS SPECIFCATIONS SLAB TO STRUCTURAL ENGINEERS DRAWINGS TIMBER FLOORING REFER INTERIOR SPECIFCATION
ROOF FRAMING TO STRUCTURAL ENGINEERS DRAWINGS CCL 300 300 WIDE COLORBOND METAL BOX GUTTER ON MARINE PLY BACKING. FRAME TO 1:200 MIN FALL WITH OVERFLOW PROVISIONS UNIT 1 BASEMENT GROUND FLOOR LEVEL UNIT 1 GARAGE FLOORUNITLEVELGROUND FLOOR SLAB LEVEL UNIT GROUND FLOOR SLAB LEVEL 16RAMP RENDER FINISH. REFER SPECIFICATION 1 5 UNIT FIRST FLOOR LEVELUNIT 1 FIRST FLOOR LEVEL UNIT FIRST CEILING LEVEL TOP OF STUD TOP OF EXISTING PEDESTRIAN FOOTPATH NEW DETAILSCROSSOVERCONCRETETOCOUNCIL SKIRTING 3 4 0 6mmSELECTEDFASCIAEAVESCOLORBONDGUTTERBOARDINPAINTFINISHVILLABOARDSOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS IN SHEETS. ANTI PONDING BOARD CONCRETE ROOF TILES @ 15° PITCH SARKING CEILING LINING A SPECIFIED ROOF INSULATION TO ENERGY RATERS REPORT CEILING LINING A SPECIFIED UNIT 1 DRIVEWAY BASEMENT GARAGE UNIT 1 EAVES WITH BRICK VENEER UNIT 1 GROUND FLOOR BALCONY FLAT ROOF & BOX GUTTER 5 0 M N SELECTED RENDERED POLYSTYRENE CLADDING AS SPECIFIED COLORBOND METAL DECK ROOFING ON GRADED BATTENS. 1° MIN. PITCH 6mm VILLABOARD SOFFIT LININGS FIXED TO FLOOR JOISTS, ALLOW TO PLASTER STOP JOINTS INANTISHEETS.PONDING BOARD CONCRETE ROOF TILES @ 15° PITCH SARKING CEILINGSPECIFIEDLINING ROOF INSULATION TO ENERGY RATERS REPORT STEEL BEAM TO STRUCTURAL ENGINEERS DRAWINGS ROOF FRAMING TO STRUCTURAL ENGINEERS DRAWINGS UNIT 1 EAVES WITH FIRST POLYSTYRENEFLOORCLADDING UNIT 1 EAVES WITH FIRST FLOOR BRICK VENEER 3 5 0 DINCEL WALL PANELS TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURES DETAILS AND SPECIFICATION 150mm WIDE DISH DRAIN WITH PROPRIETARY GRATING OVER. CONNECT TO STORMWATER DRAIN.REFER CIVIL ENGINEERS DRAWINGS WATERPROOFING SPECIFICATION: These drawings are to be read in conjunction with project specification prepared by Parchem Project Id: 50602 dated 26/07/2019 1. Basement garage walls (Excluding Dincel Construction System Walls) AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2. Concrete retaining walls to living areas AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 3. Concrete retaining walls to outside areas AU_SD14900 Emer-Proof Aqua Barrier Landscape Emer-Proof Elastic Joint Band Tape on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02505 Emer-Proof Aqua Barrier Landscape Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 2nd Coat AU_DV02505 Emer-Proof Aqua Barrier Landscape 4. First floor balconies (timber decking) AU_SD14903 Emer-Proof Aqua Barrier Advanced Emer-Proof Elastic Joint Band System on New Compressed Fibre Cement Sheet (CFC) Exterior] Primer AU_DV02500 Emer-Proof Primer Non Porous Primer Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 2nd Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 5. Ground floor terracess/decks above basement livin areas (tiled over) AU_SD14894 Emer-Proof Aqua Barrier Advanced on New Concrete Off Form, Tilt Up, Pre Cast [Exterior] Primer AU_DV02501 Emer-Proof Primer Porous Intermediate AU_DV02509 Emer-Proof Elastic Joint Band System 1st Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced 2nd Coat AU_DV02504 Emer-Proof Aqua Barrier Advanced DINCEL CONSTRUCTION SYSTEM RETAINING WALLS. Refer manufactueres details and specification for waterproofing requirements. 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS
CONC
SPECIFICATION.WATERPROOFING AS BACKFILLSPECIFIEDACCORDING TO STRUCTURAL ENGINEERS DRAWINGS SPECIFICATION REINFORCED STRIP FOOTING/EDGE BEAM TO STRUCTURAL ENGINEERS DRAWINGS SPECIFICATION. 240mm BRICK VENEER WALL: 90mm TIMBER STUD, 40mm AIR GAP WITH BUILDING PAPER, 110mm FACE BRICK/RENDERED WALL TIE REINFORCED CONCRETE SLAB ON LEVELLING SAND BED ON CRUSH ROCK TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION. WATERPROOFING 'SIKAPROOF A' DAMP PROOF MEMBRANE OR SKIRTINGEQUIVALENTTOINTERIOR ARCHITECTS DRAWINGS SPECIFICATION APPROX. FIN. GROUND LEVEL CAVITY DPC/FLASHING CORBEL 15mm THICK RENDER METAL CAPPING 240mm BRICK VENEER WALL: 90mm TIMBER STUD, 40mm AIR GAP WITH BUILDING PAPER, 110mm FACE BRICK/RENDERED WALLCOLORBONDTIE DECK ROOFING ON GRADED BATTENS. 1° MIN. PITCH STEEL BEAM DRAWINGSSTRUCTURALTOENGINEERS JOIST TRUSS TO STRUCTURAL ENGINEERS DRAWINGS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. NOTES: BY SHEET CONSTRUCTION
N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD018 CONSTRUCTION DETAILS SHEET 3 26 Newton Street, Surrey Hills VIC 3127 REVISION SCHEDULE REVDATEDESCRIPTION
6mm
NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR
CHECKED
REINFORCED CONCRETE SLAB ON LEVELLING SAND BED ON CRUSH ROCK TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATION. WATERPROOFING 'SIKAPROOF A' DAMP PROOF MEMBRANE OR EQUIVALENT
3 4 2A 2B 2C WD019WD0191 17501050 2 1 5 0 1 0 5 0 1 0 5 0 2 1 5 0 250 WD0194WD019 OPENTREAD-250MMRISER-170MM 43 80MMNOTE THICK TREADS OPEN RISERS ON STEEL STRINGERS TO STRUCTURAL ENGINEERS DETAIL RL 118.285 RL 116.935 RL 120.968 H A N D R A L 1 0 0 0 1 6 E Q U A L R S E R S 2 7 0 0 1 8 E Q U A L R S E R S 3 0 0 0 M N C L E A R E N C E 2 0 0 0 SPLAY FLOOR FRAMING AS REQUIRED TO ARCHIEVE MIN REGULATORY HEAD CLEARENCE BALUSTRADE NOT SHOWN FOR CLARITY. MAXREFERREQUIREMENTSBALUSTRADE/HANDRAILTOMEETAS1428.INTERIORDESIGNDRAWINGSGAP120mm 3 2A 2B 2C WD019WD0191 WD0194WD0194 TREAD -250MM OPEN RISER -170MM 17501050 250 2 1 0 0 2 4 5 RL UNIT 2GROUND FLOOR119.635FFL RL UNIT 2 FIRST FLOOR122.635FFL RL UNIT 2 PARAPET125.635RL RL UNIT 2 BASEMENT116.935FFL 3 H A N D R A L 1 0 0 0 ENTRYLIVING RUMPUS 80MMNOTE THICK TREADS OPEN RISERS ON STEEL STRINGERS TO STRUCTURAL ENGINEERS DETAIL OPENTREAD-250MMRISER-170MM 1 8 E Q U A L R S E R S 3 0 0 0 1 6 E Q U A L R S E R S 2 7 0 0 max100 2 6 0 0 100 A P P R O X 1 6 7 870 850 1300 850 BALUSTRADE NOT SHOWN FORBALUSTRADECLARITY NOT SHOWN FOR CLARITY. BALUSTRADE/HANDRAIL REQUIREMENTS TO MEET AS1428. REFER INTERIOR DESIGN DRAWINGS. MAX GAP 120mm SCREEN TO INTERIOR DESIGN DRAWINGS 10 1B 11 WD019WD01966 WD019WD0197 TREAD -250MM OPEN RISER -165MM 2 5 0 2 5 0 2 5 0 1B NOTE 80MM THICK TREADS OPEN RISERS WITH 180X75 STEEL BOX SECTION M N H E A D C L E A R E N C E 2 0 0 0 9 7 0 SPLAY FLOOR FRAMING AS REQUIRED TO ARCHIEVE MIN REGULATORY HEAD CLEARENCE 6 0 RL UNIT 1 GROUND FLOOR121.295FFL RL UNIT FIRST FLOOR124.295FFL 10 11 1 8 E Q U A L R S E R S 3 0 0 0 250 9 6 0 1 0 0 0 1 8 5 0 9 0 0 JOINERY TO INTERIOR DESIGN DETAILS AND SPECIFICATION 9 1A WD0199WD019 RL UNIT 1 BASEMENT118.595FFL RL UNIT GROUND FLOOR121.295FFL 9 RL U1 GF 123.895CHL 1 6 E Q U A L R S E R S 2 7 0 0 2 0 7 0 STRUCTURAL SLAB & UPSTAND DASHED SOLID BALUSTRADE 1 0 0 0 270 80 HW TREADS HOUSED INTO STRINGER PROVIDE NON-SKID NOSING ON STAIR TREADS A B O V E N O S I N G 930 HANDRAIL TIMBER FLOORING ASSTAIRNOTE:SPECIFIEDSLIPRESISTANCE P3 CLASS FOR DRY AREAS AND P4 FOR WET AREAS. A P P R O X 1 6 7 250 STEEL STRINGER TO STRUCTURAL ENGINEERS AND STAIR MANUACTURERS DETAILS ANCHORED TO STRUCTURAL FLOOR FRAME/SLAB 8 0 PROPRIETARY HANDRAIL WALL BRACKET TO INTERIORS DESIGNERS SPECIFICATION STEEL BRACKET TO STRUCTURAL ENGINEERS AND STAIR MANUACTURERS DETAILS ANCHORED TO STRUCTURAL FLOOR FRAME/SLAB 20 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au As indicated 18007 03 06 2019 WD019 STAIR DETAILS 26 Newton Street, Surrey Hills VIC 3127 Scale 1 50 STAIR (UNIT 2_BASEMENT FLOOR)2 Scale1 502WD019 UNIT 2 STAIR SECTION 11 Scale1 50 STAIR (UNIT 2_GROUND FLOOR)3 Scale1 502WD019 UNIT 2 STAIR SECTION 24 Scale1 50 STAIR (UNIT 1_GROUND FLOOR)5 Scale1 505WD019 UNIT 1 STAIR SECTION 16 Scale1 505WD019 UNIT 1 STAIR SECTION 27 Scale 1 : 50 STAIR (UNIT 1_BASEMENT FLOOR)8 Scale1 : 508WD019 UNIT 1 STAIR 2 _SECTION 19 Scale 1 : 10 HANDRAIL DETAIL10 HANDRAILS HANDRAILS TO A STAIRWAYOR RAMP IN ACCORDANCE WITH NCC VOL 2 PART 3.9.2.4: -BE LOCATED ALONG AT LEAST ONE SIDE; AND -BE ALONG THE FULL LENGTH OF THE FLIGHT OR RAMP EXCEPT IN THE CASE WHERE A HANDRAIL IS ASSOCIATED WITH A BARRIER THE HANDRAIL MAYTERMINATE WHERE THE BARRIER TERMINATES; AND -HAVE THE TOP SURFACE OF THE HANDRAIL NOT LESS THAN 865 mm VERTICALLY AVOBE THE NOSINGS OF THE STAIR TREADS OR THE FLOOR SURFACE OF THE RAMP; AND-HAVE NO OBSTRUCTION ON OR ABOVE THEM THAT WILL TEND TO BREAK A HANDHOLD, EXCEPT FOR NEWEL POSTS, BALL TYPE STANCHIONS OR THE LIKE. HANDRAIL TO BE CONTINOUSTO ALL INTERNAL STAIR FLIGHTS REVISION SCHEDULE REVDATEDESCRIPTION
RL UNIT 1 GROUND FLOOR121.295FFL RL UNIT 1 FIRST FLOOR124.295FFL RL UNIT 2GROUND FLOOR FFL 119.635 RL UNIT 2 FIRST FLOOR FFL 122.635 2 3 4 5 6 8 9 10 712 11 WD020WD02033 WD020WD02044WD020WD02055 2 3 4 5 2A 2B 2C 2D 6 8 9 10 12 1D 1C 1A 1B 7 1E 11 WD0201WD0201 WD020WD02033 WD020WD02044WD020WD02055 RL UNIT 2GROUND FLOOR119.635FFL RL UNIT 2 BASEMENT116.935FFL 2A 2B 2C 2D WD020WD02011 RL UNIT 1 GROUND FLOOR121.295FFL RL UNIT 2GROUND FLOOR119.635FFL RL UNIT 2 FIRST FLOOR122.635FFL RL UNIT 1 LOWER BASEMENTFFL118.055WD020WD020 RL UNIT 1 BASEMENT118.595FFL RL UNIT GROUND FLOOR121.295FFL RL UNIT 1 FIRST FLOOR124.295FFL RL UNIT 2GROUND FLOOR119.635FFL RL UNIT 2 FIRST FLOOR122.635FFL 1D 1C 1E1B1A RL UNIT 1 LOWER BASEMENTFFL118.055WD020WD020111 0 0 0 PROPOSED BOUNDARY FENCE 3AD ARCHITECTURE IS NOT RESPONSIBLE FOR THE NOMINATIONS OF THE FLOOR LEVELS FOR 26 NEWTON STREET, SURREY HILLS, VIC. THE FLOOR LEVELS ARE NOMIMATED BY THE ENDORSED TOWN PLANNING DRAWINGS BY BAYLEY WARD ARCHITECTURE DATED 3rd JULY 2018. LEVEL NOMINATIONS: 1. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE 2. FOR ALL REINFORCED CONCRETE,STRUCTURAL STEEL, MECHANICAL, ELECTRICAL, HYDRAULICS, ETC. DETAILS, REFER TO CONSULTANTS 3. IT IS THE BUILDERS AND ALL SUB-CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS BY ACTUAL MEASUREMENT ON SITE, PRIOR TO COMMENCEMENT OF FABRICATION AND OR ORDERING OF BUILDING COMPONENTS 4. THIS DRAWING AND INFORMATION HEREON REMAINS THE PROPERTY OF AND MAY NOT BE USED OR COPIED IN ANY MEANS WITHIOUT PRIOR CONSENT OF YOUR 3AD ARCHITECTURE. GENERAL NOTES: CHECKED BY SHEET NO: JOB DRAWINGNo. SIZE SCALESDATE DRAWING TITLE: A1 PM ISSUE FOR CONSTRUCTION N: PROJECT ADDRESS: DRAWN BY :F+ M:0450918382 E:bim@hidraft.com.au 1 100 18007 03 06 2019 WD020 RETAINING WALL SCHEDULE 26 Newton Street, Surrey Hills VIC 3127 Scale 1 : 1002WD020 North Boundary Retaining Walls1 Scale1 1002WD010 RETAINING WALL PLAN2 Scale 1 1002WD011 U2 West Boundary Retaining Wall3 Scale 1 1001WD020 U1 West Boundary Retaining Wall4 Scale1 1001WD003 U1 BF Retaining Wall5 REVISION SCHEDULE REVDATEDESCRIPTION
