U1 WORKING DRAWING LIST WD1_01 WD1_02 WD1_03 WD1_04 WD1_05 WD1_06 WD1_07 WD1_08 WD1_09 WD1_10 WD1_11 WD1_12 WD1_13 WD1_14 WD1_15 WD1_16 WD1_17 WD1_18 WD1_19 WD1_20 WD1_21 WD1_22 WD1_23 WD1_24 WD1_25 WD1_26 WD1_27 WD1_28 WD1_29 WD1_30 WD1_31 WD1_32 WD1_33 COVER PAGE GENERAL NOTES SITE PLAN GROUND FLOOR PLAN FIRST FLOOR PLAN ROOF PLAN ROOF AREA PLANS ELEVATIONS 01 ELEVATIONS 02 SECTIONS 01 SECTIONS 02 WINDOW & DOOR SCHEDULE DOOR LEGEND WINDOW LEGEND KITCHEN DETAIL WIP DETAIL LAUNDRY & PDR DETAIL GF ENS DETAIL FF BATH DETAIL FF ENS 2 DETAIL ROBE & FIREPLACE DETAIL WIR & WIL DETAIL GF ELECTRICAL PLAN FF ELECTRICAL PLAN FINISHES PLANS DRAINAGE PLAN 3D VIEWS U1 DETAILS 01 U1 DETAILS 02 U1 DETAILS 03 U1 DETAILS 04 U1 DETAILS 05 MATERIALS & COLOURS UNIT 1, 100 CREEK RD, MITCHAM VIC 3132 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 ISOMETRIC IMAGE NOT TO BE USED FOR CONSTRUCTION Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION DATE DRAWING STATUS: Client WORKING DRAWINGS Job No. Address COVER PAGE 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_01 BN Scale
June 2019 ▪ ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2018, NATIONAL CONSTRUCTION CODE SERIES 2019 BUILDING CODE OF AUSTRALIA VOL 2 AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN. ▪ UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL CONSTRUCTION CODE SERIES 2019 BUILDING CODE OF AUSTRALIA VOLUME 2. ▪ ALL MATERIALS AND CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF THE BCA. WHERE A PERFORMANCE SOLUTION IS PROPOSED THEN, PRIOR TO IMPLEMENTATION OR INSTALLATION, IT FIRST MUST BE ASSESSED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE REQUIREMENTS OF THE BCA. ▪ BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRY UNITS, MORTAR AND ALL BUILT IN COMPONENTS AND THE LIKE COMPLYING WITH THE DURABILITY REQUIREMENTS OF TABLE 4.1 OF AS 4773.1-2010 ‘MASONRY IN SMALL BUILDINGS’ PART 1: DESIGN. ▪ ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL. ▪ THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALL OTHER CONSULTANTS ’ DRAWINGS/ DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT. ▪ SITE PLAN MEASUREMENTS IN METRES – ALL OTHER MEASUREMENTS IN MILLIMETRES UNLESS NOTED OTHERWISE. ▪ 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; AND – BCA VOL 1 PART B1.4 FOR CLASS 2 AND 9 BUILDINGS. ▪ FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ▪ WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OF DOMESTIC WET AREAS. ▪ THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION. ▪ THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HERS) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION. ▪ INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ▪ 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 – WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS. ▪ ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANCE CLASSIFICATION OF P3 OR R10 FOR DRY SURFACE CONDITIONS AND P4 OR R11 FOR WET SURFACE CONDITIONS, OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATION OF P3 FOR DRY SURFACE CONDITIONS AND P4 FOR WET SURFACE CONDITIONS. ▪ PROVIDE BARRIERS WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BARRIERS (OTHER THAN TENSIONED WIRE BARRIERS) TO BE: – 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE, AND – 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND – VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND – ANY HORIZONTAL ELEMENT WITHIN THE BARRIER 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. WIRE BARRIER CONSTRUCTION TO COMPLY WITH NCC 2019 BCA PART 3.9.2.3 FOR CLASS 1 AND 10 BUILDINGS AND NCC 2019 BCA VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS. ▪ THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING ALL WORKS. ▪ THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/ OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM. ▪A BUILDING PERMIT IS REQUIRED PRIOR TO THE COMMENCEMENT OF THESE WORKS. THE RELEASE OF THESE DOCUMENTS IS CONDITIONAL TO THE OWNER OBTAINING THE REQUIRED BUILDING PERMIT. ▪ THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ALL VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING ANY VARIATION. ARTICULATION JOINTS: aj DENOTES LOCATION OF ARTICULATION JOINTS FOR BRICKWORK, MAXIMUM 5.0 METRE SPACING. WHEN ARTICULATION JOINTS ARE REQUIRED, THEY SHALL BE SEALED TO PREVENT MOISTURE PENETRATION AND SPACED AT CENTRES NOT EXCEEDING THE VALUE GIVEN IN TABLE 12.14. AS 3700 ARTICULATION JOINTS SHALL BE PLACED AT A DISTANCE FROM ALL CORNERS NOT LESS THAN 0.5M AND NOT GREATER THAN 3.0M. MECHANICAL VENTILATIONS: MECHANICAL VENTILATION OR AIR-CONDITIONING SYSTEM TO COMPLY WITH AS 1668.2 AND AS 3666.1 REFER TO MECHANICAL CONSULTANTS DRAWINGS FOR ALL MECHANICAL EXHAUST AND VENTILATION REQUIREMENTS IF APPLICABLE. LAUNDRIES, BATHROOMS, ENSUITES AND POWDER ROOMS THAT ARE NOT NATURALLY VENTILATED, SHALL BE PROVIDED WITH MECHANICAL VENTILATION, CONNECTED TO LIGHT SWITCH AND DUCTED EXTERNALLY. ALL EXHAUST FANS SHALL BE PROVIDED WITH DAMPERS OR SELF CLOSING DEVICES SUCH AS DAMPERS, FILTERS, ETC. WHICH SEAL OR SHUT WHEN NOT IN USE. HOT WATER SERVICE / GAS METER / HEATING UNIT: THE LOCATION OF THE HOT WATER SYSTEM UNIT AND GAS METER AND HEATING UNITS SHALL BE DISCUSSED BY OWNER OF THE PROPERTY AND BUILDER AN PLUMBING REGULATION REQUIRED TO BE ADHERED TO. SMOKE DETECTORS AND ALARM: SMOKE DETECTORS/ ALARMS TO BE INTERCONNECTED AND HARD WIRED TO MAINS POWER AND WITH BATTERY BACK-UP WHERE NOTED ON PLANS. SMOKE DETECTORS/ ALARMS TO COMPLY WITH AS 3786 AND NCC PART 3.7.2 AND SPECIFICATIONS E2.2a. FOR PRIVATE AREAS, SMOKE DETECTORS AND ALARM SYSTEM TO BE INSTALLED ON OR NEAR THE CEILING IN: - COMMON STAIRWAY ON EACH LEVEL, - ANY STOREY CONTAINING BEDROOMS, FOR PUBLIC AREAS, REFER TO MECHANICAL CONSULTANTS DRAWINGS FOR ALL SMOKE DETECTOR LOCATIONS AND REQUIREMENTS IF APPLICABLE. COORDINATE WITH LOCATION OF LIGHTS OR OTHER ELECTRICAL FITTINGS ON CEILING. WET AREAS: ALL WET AREA TO BE WATERPROOF OR WATER RESISTANT IN ACCORDANCE WITH THE CURRENT NCC PART 3.8.1 AND AS 3740. PROVIDE AN IMPERVIOUS SUBSTRATE AND SELECTED SURFACE FINISH AND COMPLETE WITH UPTURNED FLASHINGS IS REQUIRED TO ALL WET AREAS INCLUDING TOILETS, BATHROOMS, ENSUITES, ETC TO: - FLOORS: WITHIN 1500mm MIN. OF AN UNENCLOSED SHOWER - WALLS: TO 1800mm MIN. ABOVE FLOOR TO SHOWER ENCLOSURES AND ALCOVES, 40mm EITHER SIDE OF A JUNCTION, 150mm MIN. SPLASHBACKS ABOVE BATHS, SINKS, BASINS AND TROUGHS. SELECTED WATERPROOFING MEMBRANE SHALL BE APPROPRIATE FOR THE INTENDED USE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR USE IN THE LOCATION PROPOSED. THE FLOOR OF EACH BATHROOM AND LAUNDRY LOCATED AT ANY LEVEL ABOVE A SOLE OCCUPANCY UNIT OR PUBLIC SPACE MUST BE GRADED TO PERMIT DRAINAGE TO A FLOOR WASTE. OTHER FLOOR OF ALL WET AREA SHALL BE GRADED WITH 1:100 FALL TO A FLOOR WASTE. ENSURE A MINIMUM FALL WITHIN THE SHOWER BASE OF 1:60 TO A FLOOR WASTE THAT IS SIZED TO SUIT THE WATER FLOW. THIS INSTRUCTION OVERRIDES THE ALL OTHER DIRECTIONS ON SHOWER BASES. NOTE: • FINISHED SLAB LEVEL TO BE 50MM ABOVE EXTERNAL PAVED SURFACES OR 150MM FOR PERMEABLE SURFACES • ROOF TILES TO COMPLY WITH AS 2049 AND AS 2050 • PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH AS3660.1 IF SITE IS LOCATED IN TERMITE PRONE AREA. • STRUCTURAL STEEL TO BE PROTECTED FROM CORROSION IN ACCORDANCE WITH TABLE 3.4.4.1 AND 3.4.4.1 OF THE BCA WHEN LOCATED WITHIN 1KM OF BREAKING SURF AND 100M OF THE BAY • HANDRAIL TO BE CONTINUOUS ALONG ONE SIDE OF THE FLIGHT OF STAIRS. PROVIDE EVIDENCE ON PLANS THAT SECTION 3.8.7.3 FLOW RATE AND DISCHARGE OF EXHAUST SYSTEMS AND SECTION. 3.8.7.4 — VENTILATION OF ROOF SPACES UNDER THE NCC HAS BEEN COMPLIED WITH. STORMWATER 90MM DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT 9000MM C/C AND AT EACH CHANGE OF DIRECTION. THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN – 100MM UNDER SOIL – 50MM UNDER PAVED OR CONCRETE AREAS – 100MM UNDER UNREINFORCED CONCRETEOR PAVED DRIVEWAYS – 75MM UNDER REINFORCED CONCRETE DRIVEWAYS ▪ TOP OF HAND RAILS TO BE MINIMUM 865MM VERTICALLY ABOVE STAIR NOSING AND FLOOR SURFACE OF RAMPS. ▪ WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND. WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE BUILDING IS TO BE PROVIDED WITH A TERMITE MANAGEMENT SYSTEM. Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION DATE DRAWING STATUS: Client WORKING DRAWINGS Job No. Address GENERAL NOTES 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_02 BN Scale
DOOR CONCRETE LANDING K 9.6 MINIMUM SETBAC NOT FENCED NOT VISIBLE HW R 23 SR20 Z HW - GRATE 0.0 SE SE SE SE SE SE 3 9 12 . 29 1 - ELEC. POLE 30 53 |1 TK 08 0. 75 9. 12 12 SE 13 68 9. |1 TK KERB SE SE EE 1 RPZ T 0 430 CONCRETE SE R 2510 SRZ SE SE WORKING DRAWINGS Job No. Address 13 25 13 17 0. 29 |1 TK (NOT LOCATED) m Client 90 130 EAVE RL|133.8 FENCE DRAWING STATUS: 34 0. 9. SEWER PIT 0. 13 12 8 .7 OF 36TRP 00 Z 98 9. BACK SE 0 13 12 0 .0 1.2m HIGH PICKET FENCE R 185 SR0 Z R 21 SR30 Z R 225 SR0Z 130.80 C/LINES K R 15 SR00 Z 130.20 130.40 18 TR E 11 E CONCRETE FINISH (PLAIN CONCRETE AS POURED) TR 0. 40 0. K MINIMUM SETBACK 5.8 SPOS DATE 13 3658 2180 13 R 50Z 22SR TR E 12 E 36TRP 00 Z DOOR No> 2/11 ORIENT AVENUE GATE AC FF SETB R 53R0 Z 1S TR E 13 E 20TRP 00 Z AC GF SETB 2000L RWT HW RIDGE RL|136.1 PALING HW CONDENSOR TR E 14 E 24TRP 00 Z PROPOSED PROPOSED 1.8M HIGH 1.8m PALING HIGH FENCE PALING FENCE SINGLE STOREY BRICK HOUSE HW - GAS METER ELEC> POLE WITH LIGHT SE 0 0.4 13 FF SETBACK 4800 130.60 30TRP 00 Z HIGH Date: TR E 15 E TR E 16 E 20TRP 00 Z DESCRIPTION HWS DOOR 1.9m Signed(Owner): 6 .5 29 CREEK AND 13 5200 54 m 0" 18. 0 ' 0 3 259° VERANDAH 1 : 200 3442 ACK FF SETB m .00 131 37 1. 13 131 .2 4459 FIBRO SHED 0 ACK FF SETB 131.20 1.2 - ELEC. PIT PROPERTY 1.8M PROPOSED OUTLET TO BE POINT HIGH PALING FENCE RELOCATED PROPERTY OUTLET POINT SE 0. 13 0 13 REV 513-515 Maroondah Highway, Ringwood VIC 3134 VERANDAH Ph: 03 9879 1791 Date: EAVE RL|135.3 www.brownhillhomes.com.au Signed(Builder): HW CDBU-U53096 - DRAINAGE PIT 9 ELECTRICAL PIT GF SETBACK 6m3 SHED - HYDRANT .3 29 1.0 13 PORCH - RAIN WATER TANK 1 TBM RIVET IN TOP OF KERB RL>129.24 (AHD) ROAD 9. 12 NEW NEWCROSSOVER CROSSOVER CONSTRUCTED TO COUNCIL CONSTRUCTED STANDARD TO COUNCIL STANDARD 6780 UNIT 2 RL 131.30 FF SETBACK U1 SITE PLAN . 23 TR E 2 E 47TRP 00 Z 57 9. RL 131.15 3317 TREE TO BE REMAINED 29 |1 CHANNEL 12 U2 MAIL BOX GF SETBACK NO. 102 SPOS - SECLUDED PRIVATE OPEN SPACE TREE TO BE REMOVED - SIGN HYDRANT SE 01 0. 5400 GARAGE FOOTPATH SE SE SE 13 SE CONCRETE DRIVEWAY GF SETBACK 6m3 - WATER METER - TELSTRA PIT CONCRETE FINISH (PLAIN CONCRETE AS POURED) TK CONCRETE 1600 FF SETBACK EXPOSED AGGREGATE FINISH (PAVITT) 03 0. 2517 HWS - HOT WATER SYSTEM - TRAFFIC LIGHT - PIT 0 SE 2900 FF SETBACK GATE 13 0.6 0 GATE 130.20 0 GF SETBACK CONDENSOR 130.40 1000 GF SETBACK 13 0.6 0 130.60 0.8 13 131.00 BINS HWS FF SETBACK 130.20 2000L RWT 130.40 0 0.8 13 1000 NO. 100 13 5800 SE 4800 GF SETBACK RL 130.91 FF SETBACK PROPOSED PROPOSED 1.8M HIGH 1.8m PALING HIGH FENCE PALING FENCE - LIGHT POLE R 26S1R0Z SE 130.20 UNIT 1 RL 130.92 BRICK GARAGE WATER GAS SE 5200 FF SETBACK LEGEND - PLAN NOTE RWT TRAFFIC LIGHT CL|129.28 .2 9 12 SE RL 130.91 3520 FF SETBACK RL 131.30 - PRIVATE OPEN SPACE . IL|127.52 600∅RCP ELECTRICITY .00 178° 59' 00" 30.48 m 130 PERGOLA POS LIGHT POLE 09 SEWER 9.GRATED 2 PIT ACCESS TK|1 CL|128.86 CHAMBER 2 U1 MAIL 74 9. BOX 12 90 9. 2 1 PORCH 4827 9 ORIENT SPOS AVE SE TREE 21 R TPZ 3000 13 0.6 0 FF SETBACK - NON-HABITABLE ROOM WINDOWS SE RL 130.91 GF SETBACK - HABITABLE ROOM WINDOWS SE ST .3 PERGOLA 3 2017 NH SE SE 9 12 FF SETBACK PROPOSED PROPOSED 1.8m PALING HIGH 1.8M HIGH FENCE PALING FENCE HW 29 EXISTING CROSSOVER NEW CROSSOVER CONSTRUCTED 54 44 RECONSTRUCTED TO9.COUNCIL 9. STANDARD TO STANDARD 12COUNCIL 12 7097 RL 130.53 9 129.40 5400 0 .4 .2 129.60 129.80 GARAGE ST 150∅VC IL|126.78 EXPOSED AGGREGATE FINISH (PAVITT) 6310 ST SE 1.83m EASEMENT GF SETBACK FF SETBACK 9. SE CONCRETE DRIVEWAY 7710 12 ST 12 SE 130.00 60 BINSSE FF SETBACK 6 0. PROPOSED PROPOSED 1.8m PALING HIGH 1.8M HIGH FENCE PALING FENCE ST 27.65 SE 77 9. ST 12 ST |1 TK 07 SE SE ST 150∅VC IL|1 SE 3790 .40 6m3 SHED SE C/LINES SE ST 88° 59' 00" 18.29 m 36 FF SETBACK SE 1 30 9 .9 ST 9 12 ST 20 9. 600∅RCP IL|128.22 SE ST 12 SE SE ST 1830 ST 1890 ST GATE SE 72 13 ST GF SETBACK 0. 0. 13 ST 13 SE 358° 59' 00" 33.53 m ST 23 9. 44 IL|126.72 150∅VC 54 0. 13R 22 SR50 Z SE 0 ST 0 ST 12 0.2 SE ST PROPOSED PROPOSED 1.8M HIGH HIGH RTPZ0 1.8m PALING 0 FENCE FENCE 42 PALING - VALVE SE 13 R 213 ST SR0Z EE TR 20 - SIDE ENTRY PIT CL|129.19 13 EAVE RL|133.5 - SEWER PIT SEWER ACCESS CHAMBER R 30 SR10 Z TREE 4 R TP 4200Z RIDGE RL|135.3 HW LEGEND - SITE SURVEY TREE 3 R PZ 78T00 No> 98 SPOS m 129 RIDGE RL|136.4 SINGLE STOREY WEATHERBOARD HOUSE 46 9. |1 TK .0 30 0 SITE PLAN 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_03 BN Scale As indicated N
HWS - HOT WATER SYSTEM WD1_09 - 1 OBS - OBSCURE GLASS - METER BOX 1600 90 L'DRY 6000 90 510 90 90 2050 90 2770 1690 4000 STAIR 60 120x120 LOSP POST - PIT 1810 90 5590 5500 5400 1610 4.17 m² 0.45 SQ. Exterior Area 11.85 m² 1.28 SQ. Total Area 206.87 m² 22.27 SQ. DP 2000L RWT COLUMN 90 90 1250 2040H x 720W 90 SETBACK TILES 4 SHELVES TOTAL ENTRY 7720 DP W104 CONDENSOR 860H x 850W OBS 946W X 410D X 810H Rinnai EHPA315VMAH 315Litre Heat Pump 1000 90 GATE 2800 1100 90 2410 90 ROBE 90 13310 90 4800 ENS 1890 FIRE PLACE 5080 90 F/F OFFSET D108 1460 REF. TIMBER HWS R. 2220 3080 CARPET GUEST BED W103 GUEST BED ENS/ WIR TIMBER 310 WIP 2100L X 880W X 2000H LIVING/DINING U1 GROUND FLOOR PLAN 90 120x120 LOSP POST AC PAD 1760 1000 D112 TILES F/F OFFSET WD1_08 90 510 90 KITCHEN 2060H x 2410W KITCHEN 1000 90 4900 U1 ELEVATION B 1 950 EVOLE GAS FIRE SUBMERSIBLE PUMP INSIDE TANK 2400H x 350W F/F OFFSET 2040H x 720W 2720 2017 POSITION THE FLUE ON THE OUTSIDE WALL AND NOT COMING THROUGH THE CEILING W102 TIMBER 90 U2 Porch MERBAU RL 130.91 D107 AC PAD 0.83 SQ. PORCH 2100H x 2400W 450 7.68 m² 120x120 LOSP POST 910 1000 U2 Pergola DW D109 510 20.99 SQ. D102 ROBE UNIT 1 TIMBER RL 130.91 W101 2400H x 350W ENTRY 2040H x 820W F/F OFFSET 195.01 m² TIMBER DP 2340H x 1020W 2040H x 820W 2040H x 720W LINE OF FIRST FLOOR Floor Area 6450 W106 7.80 SQ. W105 72.42 m² F/P U2 First Floor 90 3.73 SQ. WIR/ENS 8.05 SQ. 34.66 m² 600 74.83 m² U2 Garage TILES D110 DINING 1 WD1_10 90 U2 Ground Floor UP D106 LIVING 1460 240.49 m² (41.09%) 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 D111 2400H x 2700W 90 Site Coverage DINING/LIVING 585.31 m² 90 Site Area MERBAU STEP PDR D D103 6630 U1 AREA SCHEDULE W DN 2 WD1_11 L'DRY 1 WD1_11 2060H x 2410W - GAS METER MERBAU RL 130.91 2040H x 820W 90 - ELEC. PIT 90 13310 - DRAINAGE PIT DN PERGOLA L'DRY - HYDRANT 2400 2490 - SIGN PERGOLA - ELEC. POLE 1 D104 2400H x 1450W CONCRETE RL 130.53 F/F OFFSET - TELSTRA PIT GAS DP 4100 - WATER METER GARAGE GARAGE 1190 F/F OFFSET D101 2260L x 1520W x 1800H - TRAFFIC LIGHT LINE OF FIRST FLOOR F/F OFFSET - LIGHT POLE 910 F/F OFFSET 4190 - VALVE F/F OFFSET 2340H x 820W 6m3 SHED - SIDE ENTRY PIT ELECTRICITY DP D105 - SEWER PIT HYDRANT BINS M/B - GRATE WATER GATE 1890 1830 LEGEND - SITE SURVEY EASEMENT C/LINES TRAFFIC LIGHT 2 U1 ELEVATION D 90 WC 910 2 WD1_10 LIGHT POLE WD1_09 - GARAGE F/F OFFSET M/B 90 STAIR/WC - DOWNPIPES 600 90 DP 6180 2430 WIR/ KITCHEN 90 3600 ENS/ GUEST BED 90 U1 ELEVATION A - RAIN WATER HEAD 1690 2060H x 2410W RH 3000 2400H x 4800W - RAIN WATER TANK U1 ELEVATION C RWT 2WD1_08 11470 1 : 100 Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION DATE DRAWING STATUS: Client WORKING DRAWINGS Job No. Address GROUND FLOOR PLAN 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_04 BN Scale 1 : 100 N
LEGEND - PLAN NOTE HWS - HOT WATER SYSTEM RWT - RAIN WATER TANK RH - RAIN WATER HEAD DP - DOWNPIPES WD1_09 - 1 OBS - OBSCURE GLASS - METER BOX 90 1310 90 90 3300 1190 BED 4 90 90 WD1_09 2020 90 2 U1 ELEVATION D ROBE 3390 STAIR VOID 90 2700 90 510 90 1530 BATH 90 4380 LI. 90 MASTER BED 25.00° 3790 2 WD1_10 90 W118 600H x 1810W 7710 8.05 SQ. 34.66 m² 3.73 SQ. U2 First Floor 72.42 m² 7.80 SQ. Floor Area 195.01 m² 20.99 SQ. U2 Pergola 7.68 m² 0.83 SQ. U2 Porch 4.17 m² 0.45 SQ. Exterior Area 11.85 m² 1.28 SQ. Total Area 206.87 m² 22.27 SQ. 1 90 4780 TOTAL 10810 3560 2470 5800 W112 W111 1030H x 610W OBS 3010 90 510 90 1500 R. 2380 W110 TILES 1030H x 1450W OBS BED 3 1310 ENS WIR CARPET 1460H x 610W 90 S.DP ROBE CARPET 2100H x 1900W BED 3 D121 W113 600H x 1810W ROBE BED 4 3000 25.00° 5200 D120 2040H x 720W 2040H x 720W 25.00° 90 MASTER BED D119 ENS/ WIR CARPET 3380 W109 MASTER BED 1460H x 2410W D117 2040H x 1040W RL 134.03 D118 WD1_08 R. 510 90 90 90 D115 2040H x 820W 2040H x 820W U1 ELEVATION B 1 1000 25.00° S.DP 90 WIR 2190 S.DP 90 ENS 7660 600 90 1210 LINEN TILES 1460H x 610W D114 2040H x 820W 1030H x 1210W W116 W114 860H x 610W OBS LINEN 90 BATH 1 WD1_10 90 1370 D116 2040H x 720W 4827 1900 1050mm PLASTER WALL U1 ELEVATION A 74.83 m² U2 Garage 17 16 15 14 13 12 11 10 9 8 7 6 5 4 1600 U2 Ground Floor 3520 2 WD1_11 25.00° 240.49 m² (41.09%) 90 Site Coverage ROBE DN S.DP 90 2560 BATH BED 3 3200 90 2740 3290 585.31 m² D113 2100H x 2000W 860H x 1210W 1100 TOTAL U1 AREA SCHEDULE Site Area W115 25.00° STAIR CARPET 25.00° 1 WD1_11 90 90 2490 6310 W107 BED 4 W117 1030H x 2170W 25.00° S.DP W108 2290 7097 1030H x 610W OBS 10810 M/B U1 ELEVATION C TOTAL 2WD1_08 9570 U1 FIRST FLOOR PLAN TOTAL 1 : 100 Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION DATE DRAWING STATUS: Client WORKING DRAWINGS Job No. Address FIRST FLOOR PLAN 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_05 BN Scale 1 : 100 N
25.00° 25.00° SLATED GREY TILE ROOF @25O SLATED GREY TILE ROOF @25O 25.00° 25.00° 25.00° 25.00° 25.00° 25.00° 25.00° 25.00° 25.00° 25.00° 25.00° RETURN GUTTER 25.00° 25.00° 25.00° SLATED GREY TILE ROOF @25O 25.00° 25.00° 25.00° SLATED GREY TILE ROOF @25O 25.00° 25.00° 25.00° 1 Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION DATE U1 ROOF PLAN 1 : 100 DRAWING STATUS: Client WORKING DRAWINGS Job No. Address ROOF PLAN 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_06 BN Scale 1 : 100 N
DP AREA 1 23.0 m2 S.DP S.DP DP DP S.DP S.DP AREA 2 15 m2 AREA 1 DP AREA 5 14.7 m2 DP 20.0 m2 S.DP S.DP AREA 2 S.DP S.DP 25.0 m2 15.7 m2 AREA 5 21 m2 AREA 3 AREA 4 22.2 m2 AREA 4 21.9 m2 S.DP DP 1 AREA 3 18 m2 S.DP DP U1 LOWER ROOF AREA PLAN U1 ROOF AREA TABLE AREA 1: 43.0 m2 AREA 2: 40.0 m2 1 : 100 S.DP DP AREA 3: 40.2 m2 2 DP S.DP U1 UPPER ROOF AREA PLAN 1 : 100 AREA 4: 42.2 m2 AREA 5: 30.4 m2 Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION DATE DRAWING STATUS: Client WORKING DRAWINGS Job No. Address ROOF AREA PLANS 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_07 BN Scale 1 : 100
25.00° 125 1830 U1 FCL DOORS: HUMAN IMPACT W108 WINDOWS: HUMAN IMPACT 25.00° 1 40 x 40 25.00° 25.00° 1 W101 D101 2600 380 600 ALL WINDOWS AND EXTERNAL DOOR OPENINGS ARE TO BE FLASHED ALL ROUND. U1 CL 450 2400 W102 U1 FF 450 D102 2160 HWS W103 2400 1 450 1800 450 FLASHING 25.00° 2720 UP TO 0.3M SQ MINIMUM 4MM ANNEALED GLASS. BETWEEN 0.3M SQ AND 2M SQ MINIMUM 5MM ANNEALED GLAZING. LARGER AREAS OF GLAZING ARE TO BE SAFETY GLAZED IN ACCORDENCE WITH AUST. STANDARD 1288. 3 WD1_08 1 450 2160 1 GLAZING TO WINDOWS WHERE THE SILL IS LESS THAN 500MM ABOVE FLOOR LEVEL SHOULD BE GLAZED AS FOLLOWS: W107 450 W109 U1 GF RL 130.91 U1 GARA RL 130.53 RETURN GUTTER AT GABLES FRETWORK DETAIL 3 U1 ELEVATION A 2 1 : 50 1 : 100 - RAIN WATER HEAD DP - DOWNPIPES 25.00° 25.00° OBS - OBSCURE GLASS 25.00° 450 450 2000L RWT 1 6m3 SHED HWS W104 U1 CL 450 380 CONDENSOR 2000 OBS U1 FF 2720 180mm LINEA WEATHERBOARD OBS W111 400 HATCH PATTERN W112 25.00° 25.00° 1 OBS 2570 450 450 1 FINISHES SCHEDULE MARK MATERIAL 450 25.00° 450 1 U1 FCL - METER BOX 2300 M/B 25.00° 25.00° RH 25.00° - RAIN WATER TANK 25.00° RWT BOUNDRARY BOUNDRARY LEGEND - PLAN NOTE HWS - HOT WATER SYSTEM U1 GF RL 130.91 U1 GARA RL 130.53 1 Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV U1 ELEVATION B 1 : 100 DESCRIPTION DATE 125 40 211 40 2570 450 400 W110 25.00° 450 2300 GLAZING TO DOORS AND SIDE LIGHTS SHOULD BE AS FOLLOWS: BETWEEN 0.1M SQ AND 0.3M SQ MINIMUM 4MM ANNEALED GLASS, BETWEEN 0.3M SQ AND 0.5M SQ MINIMUM 5MM ANNEALED GLASS, LARGER AREAS TO BE SAFTEY GLAZED IN ACCORDANCE WITH AUST. STANDARD 1288 2590 DRAWING STATUS: Client WORKING DRAWINGS Job No. Address ELEVATIONS 01 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_08 BN Scale As indicated 320 25.00° 25.00° 40 240 40 RETURN GUTTER AT GABLES EASEMENT RETURN GUTTER AT GABLES 25.00° PROVIDE VENTILATION TO ALL HABITABLE ROOMS THROUGH BOTH WINDOWS, - RAIN WATER HEAD RH AND DOORS, WITH AN OPENABLE SIZE NOT LESS THEN 5% OF THE FLOOR AREA OF THE ROOM CONCERNED. PROVIDE NATURAL LIGHT TO ALL HABITABLE - DOWNPIPES DP ROOMS THROUGH WINDOWS HAVING A LIGHT TRANSMITTING AREA OF NOT LESS THAN 10% OF THE FLOOR AREA OF THE ROOM CONCERNED. BORROWED LIGHT - OBSCURE GLASS OBS AND VENTILATION FROM ADLOINING ROOMS ARE TO COMPLY WITH AUST. - METER M/B BUILDING CODES BOX 25.00° BOUNDARY - RAIN WATER TANK LIGHT AND VENTILATION RWT BOUNDARY FINE TEXTURE AND 70mm X 19mm AXENT STRAPS HWS - HOT WATER SYSTEM
25.00° 450 W116 450 450 1 1 25.00° 25.00° 2720 400 450 450 W106 1 1 D105 U1 CL 450 1 W105 380 ALL WINDOWS AND EXTERNAL DOOR OPENINGS ARE TO BE FLASHED ALL ROUND. BOUNDRARY 180mm LINEA WEATHERBOARD 450 25.00° 25.00° HATCH PATTERN 450 1 1 25.00° 450 FENCE 1 1 D104 2570 OBS W117 450 U1 FF 25.00° U1 CL 450 D103 SHED M/B 380 1 25.00° MARK MATERIAL 25.00° 450 W115 400 FINISHES SCHEDULE 1 450 U1 FCL 2720 1 450 W118 450 25.00° 450 25.00° 1440 - METER BOX 2300 M/B 25.00° OBS - OBSCURE GLASS 25.00° - DOWNPIPES 25.00° DP 25.00° 25.00° 1700 - RAIN WATER HEAD 25.00° RH 25.00° - RAIN WATER TANK 2400 HWS - HOT WATER SYSTEM RWT 1 : 100 BOUNDRARY LEGEND - PLAN NOTE U1 GF RL 130.91 U1 GARA RL 130.53 U1 ELEVATION C 1 U1 FF 25.00° 2720 450 FLASHING 450 25.00° 25.00° 25.00° UP TO 0.3M SQ MINIMUM 4MM ANNEALED GLASS. BETWEEN 0.3M SQ AND 2M SQ MINIMUM 5MM ANNEALED GLAZING. LARGER AREAS OF GLAZING ARE TO BE SAFETY GLAZED IN ACCORDENCE WITH AUST. STANDARD 1288. 1 OBS W114 2400 GLAZING TO WINDOWS WHERE THE SILL IS LESS THAN 500MM ABOVE FLOOR LEVEL SHOULD BE GLAZED AS FOLLOWS: W113 450 1 WINDOWS: HUMAN IMPACT U1 FCL 25.00° GLAZING TO DOORS AND SIDE LIGHTS SHOULD BE AS FOLLOWS: BETWEEN 0.1M SQ AND 0.3M SQ MINIMUM 4MM ANNEALED GLASS, BETWEEN 0.3M SQ AND 0.5M SQ MINIMUM 5MM ANNEALED GLASS, LARGER AREAS TO BE SAFTEY GLAZED IN ACCORDANCE WITH AUST. STANDARD 1288 25.00° 25.00° 2570 DOORS: HUMAN IMPACT 2300 25.00° 25.00° 25.00° 1700 PROVIDE VENTILATION TO ALL HABITABLE ROOMS THROUGH BOTH WINDOWS, AND DOORS, WITH AN OPENABLE SIZE NOT LESS THEN 5% OF THE FLOOR AREA OF THE ROOM CONCERNED. PROVIDE NATURAL LIGHT TO ALL HABITABLE ROOMS THROUGH WINDOWS HAVING A LIGHT TRANSMITTING AREA OF NOT LESS THAN 10% OF THE FLOOR AREA OF THE ROOM CONCERNED. BORROWED LIGHT AND VENTILATION FROM ADLOINING ROOMS ARE TO COMPLY WITH AUST. BUILDING CODES BOUNDARY LIGHT AND VENTILATION U1 GF RL 130.91 U1 GARA RL 130.53 2 Signed(Owner): 513-515 Maroondah Highway, Ringwood VIC 3134 Ph: 03 9879 1791 Date: www.brownhillhomes.com.au Signed(Builder): CDBU-U53096 Date: REV DESCRIPTION U1 ELEVATION D 1 : 100 DATE DRAWING STATUS: Client WORKING DRAWINGS Job No. Address ELEVATIONS 02 100 CREEK RD, MITCHAM VIC 3132 Date 15-05-2025 Drawn By Checked By NGUYEN A3 WD1_09 BN Scale 1 : 100
Fleepit Digital © 2021