13 PARK AVENUE, PRESTON, 3072
LIST OF CONTENTS
PROPOSED TWO STOREY UNITS
A02 - SITE PLAN
A01 - GENERAL NOTES A03 - GROUND FLOOR PLAN A04 - FIRST FLOOR PLAN A05 - ELEVATIONS A06 - ELEVATIONS A07 - SECTION
GENERAL NOTES GN01- DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. GN02- THE OWNER, BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. GN03- ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS: AS1288 - GLASS IN BUILDINGS - SELECTION AND INSTALLATION. AS1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. AS1684 - RESIDENTIAL TIMBER FRAMED CONSTRUCTION. AS1860 - INSTALLATION AND PARTICLE BOARD FLOORING. AS2047 - INSTALLATION AND SELECTION OF WINDOWS. AS2049 - ROOF TILES. AS2050 - FIXING OF ROOF TILES. AS2870 - RESIDENTIAL SLABS AND FOOTINGS. AS2904 - DAMP PROOF COURSES AND FLASHINGS. AS3500 - PLUMBING AND DRAINAGE. AS3600 - CONCRETE STRUCTURES AS3660 - PROTECTION OF BUILDINGS FROM SUBTERRANEAN TERMITES AS3700 - MASONRY IN BUILDINGS. AS3740 - WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS. AS3959 - CONSTRUCTION IN A BUSHFIRE PRONE AREA. AS3786 - SMOKE ALARMS. AS4055 - WIND LOADINGS FOR HOUSING. AS 4100 - STEEL STRUCTURES.
GN18- STUMPS EXCEEDING 1200MM ABOVE GROUND TO BE BRACED CONCRETE STUMPS -100MM SQ UP TO 1400MM LONG (1NO. WIRE) -100MM SQ 1400MM TO 1800MM LONG (2 NO. HD. WIRES) -125MM SQ 1800MM TO 3000MM LONG (2 NO. HD. WIRES) GN19- THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS. GN20- THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS. GN21 SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS3786. NEW DWELLINGS AND ADDITIONS WITH SLEEPING ACCOMMODATION TO BE HARD WIRED WITH BATTERY BACK UP. GN22- WHERE BUILDING IS WITHIN A DESIGNATED BUSH FIRE PRONE AREA COMPLIANCE WITH AS3959 - IS REQUIRED TO A LEVEL OF ATTACK AS CONFIRMED BY THE RELEVANT BUILDING SURVEYOR. GN23- W/C DOORS TO TOILET PANS LOCATED WITHIN 1.2M OF THE DOOR JAMB LIFT OFF HINGES MUST BE FITTING. OTHERWISE THE DOOR MUST SWING OUTWARDS. GN24- TERMITE CERTIFICATE (WHERE REQUIRED) TO BE INSTALLED INSIDE METER BOX PRIOR TO OCCUPANCY PERMIT OR CERTIFICATE OF FINAL INSPECTION ISSUE. GN25- THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES. NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE.
GN04- THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS. GN05- WHERE REQUIRED TREAT AREA BENEATH FLOOR AGAINST TERMITE INFESTATION IN ACCORDANCE WITH RELEVANT STANDARD. CONTACT THE RELEVANT MUNICIPAL COUNCIL TO DETERMINE IF THE IS MANDATORY.
GN26- DESIGN GUST WIND SPEED/WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 FOR AN ASSUMED DESIGN GUST WIND SPEED/WIND CLASSIFICATION OF -M/S (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS
GN06- SAFETY GLASS TO BE USED IN THE FOLLOWING CASES: I) ALL ROOMS - WITHIN 500MM VERTICAL OF THE FLOOR II) BATHROOMS - WITHIN 2000MM OF THE FLOOR III) LAUNDRY - WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS. IV) DOORWAY - WITHIN 300MM HORIZONTAL FROM DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS.
GN27- THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE WRITTEN SPECIFICATIONS, ALL CONSULTANTS DRAWINGS AND SPECIFICATIONS AND ANY DISCREPANCIES SHALL BE REFERRED TO NEW DIMENSION DRAFTING.
GN07- WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZE WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.
GN30- ALL DIMENSIONS ARE IN METRES AND/OR MILLIMETRES.
GN08- STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE AS ADVISED BE THE MUNICIPAL DRAINAGE ENGINEER. CONTACT THE COUNCIL IF UNSURE OF POINT OF DISCHARGE.
GN12- PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600MM CRS IN EACH DIRECTION AND WITHIN 300MM OR ARTICULATION JOINTS.
GN31- STORMWATER 100MM DIAMETER (MIN) OR AS PER ENGINEERS DESIGN CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE PROVIDE INSPECTION OF OPENINGS TO 9000MM C/C AND AT EACH CHANGE OF DIRECTION THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL NOT BE LESS THAN: - 100MM UNDER SOIL. - 50MM UNDER PAVED OR CONCRETE AREAS. - 100MM UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS. - 75 MM UNDER REINFORCED CONCRETE DRIVEWAYS. DRAINAGE NOTES GN32-GN38 GN32- ALL DRAINAGE AND SEWERAGE PIPES ADJACENT TO BUILDING TO BE SETBACK AT A DEPTH THAT WILL NOT AFFECT ANGLE OF REPOSE (45 DEGREES) TO FOUNDING DEPTH.
GN13- ALL WET AREAS TO COMPLY WITH AS3740. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 300MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL REFER TO CODE FOR ALL REQUIREMENTS.
GN33- SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED.
GN14- SUBFLOOR VENTS ARE TO PROVIDE A RATE OF 7500MM SQ CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL WALL AND 2200MM SQ CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS (LOCATED BELOW BEARER).
GN34- WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25MM MINIMUM ALL AROUND.
GN15- PROVIDE CLEARANCE FROM UNDERSIDE OF BEARERS TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING AND 400MM IN A TERMITE DECLARED AREA.
GN35- GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000MM OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING.
GN16- DWELLING ADDITIONS PROVIDE THERMAL INSULATION IN ACCORDANCE WITH NCC ENERGY EFFICIENCY REQUIREMENTS NEW DWELLINGS, TO COMPLY WITH 5 STAR ENERGY RATING REPORT (H.E.R.S.).
GN36- GRADE SHALL BE 50MM WITHIN FIRST METER ON SEVERAL SLOPING SITES ADOPT AG DRAINS ADJACENT TO FOOTINGS WHERE THE GROUND FALLS TOWARDS THE BUILDING.
GN17- STAIR REQUIREMENTS RISERS - 190MM MAXIMUM - 115MM MINIMUM. GOING - 355MM MAXIMUM - 240MM MINIMUM. (DOMESTIC ONLY) RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. PROVIDE NON-SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGS AND LANDINGS. MAXIMUM GAP TO OPEN TREAD NOT TO EXCEED 125MM FOR WIRE BALUSTRADE SEE NCC VOLUME 2 REQUIREMENTS.
GN37- STORMWATER DRAINAGE DISCHARGE POINT - TO KERB AND CHANNEL LOCATION TO BE DETERMINED ON SITE BY BUILDER, OWNER AND PLUMBER WITH AID OF COUNCIL RECORDS.
GN09- SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS GN10- FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. OWNER AND BUILDING TO ENSURE THIS DOES NOT OCCUR. GN11- FOR BUILDINGS IN CLOSE PROXIMITY TO THE BEACH, ENSURE THE ALL STEEL WORK, BRICK CAVITY TIES AND STEEL LINTELS, ETC THAT ARE IMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH AS3700 HOT DIPPED GALVANISED.
GSEducationalVersion
GN28- THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK. GN29- WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES.
GN38- ADOPT SEWER GRADE WHEN SUSPENDED UNDER TIMBER FLOOR CLIPPED TO JOIST WITH MINIMUM GRADE.
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
GENERAL NOTES
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A01
NG
Building
Design and Drafting
DISTANCE TO NEAREST CORNER 100.74m
NO.15 DOUBLE STOREY BRICK UNITS
NO.15 SINGLE STOREY BRICK UNITS
D P
1460
D
2200
1216
P
G
D
8°↑
12°↑
12°↑
12°↑
NO.13 PROPOSED DOUBLE STOREY BRICK AND CEMENT SHEET CLAD UNIT/ DWELLING. D P
9385
8°↓
5°↓
5°↓
8°↓
G
8°↑
WM
POS
9200
D P
6000
D P
D P
2255
3600
D P
EXPOSED AGGREGATE DRIVEWAY.
8°↓
4600
5825
GARAGE
8°↓
D P
D P
D P
G
13.72 (5°53'50")
D P
D P
13.72 (5°53'50")
3°→
GARAGE
NO.13 PROPOSED DOUBLE STOREY BRICK AND TIMBER CLAD UNIT/DWELLING.
P
3°←
D P
D P
3221
D
1700
D P
G
POS
PARK AVENUE
50.60 (275°55'50")
D P
2200
POS
1500
50.60 (275°55'50")
POS
BUILDING UNDER CONSTRUCTION DOUBLE STOREY TOWNHOUSES.
POS
NO.11 SINGLE STOREY WEATHERBOARD DWELLING
8600
SITE AREA: 694.39m² SITE COVERAGE: 43.60% PERMEABILITY: 189.83m²
LEGEND STORMWATER PIPES D P
NOTE: CONNECT ALL DOWNPIPES TO LEGAL POINT OF DISCHARGE. LOCATIN TO BE CONFIRMED ONSITE BY BUILDER/PLUMBER WITH THE AID OF COUNCIL RECORDS. *90 DIAMETER DOWNPIPES WITH 100 DIAMETER STORMWATER BELOW @MIN 1:100 FALL.
DOWNPIPES TELEPHONE PIT SEWER INSPECTION SHAFT
WM G
GROUND FLOOR: FIRST FLOOR: GARAGE: DECKING: PORCH: TOTAL POS. : TOTAL BUILD AREA: SHARED DRIVEWAY:
1:200
GSEducationalVersion
UNIT 1 UNIT 2 100.01m² 124.13m² 94.62m² 71.75m² 38.38m² 26.75m² 22.59m² 18.86m² 7.11m² 6.39m² 60.13m² 73.78m² 157.99m² 144.78m² 156.87m²
WATER METER GAS METER
D
DECK AREA
P
PAVED AREA
G
GRASS AREA EXISTING WATER METER - TO BE REMOVED EXISTING GAS METER - TO BE REMOVED
SITE PLAN
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
1:200
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
SITE PLAN
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A02
NG
Building
Design and Drafting
20610 6240
90
600
1094
150
710
4663
1114
240
2800
750
2850
900
430
230
D08
90
LAMINATE FLOORING
W055
4
KITCHEN
14
TILES
5
13
6
12
7
11
AJ
420
D P
240
9
AJ
420
8
W04
D P
1110
1200
10
1000
PORCH
240
15
16
3260
3
W03
W02
240
2
D01
17
496
STUDY
REF
1111
AJ
600
900 1
1308
D02
W05
8661
450
194
1000
900
W01
2266
2800
LAMINATE FLOORING
2004
850 122 974
LOUNGE
LAMINATE FLOORING
4622
D04
1030
3731
2971
900
81
D P
150
G01
D048 D048
1
2
3
4
5
6
7
8
9
10
11
17 x 179 = 3050
W054
81 D06
90
900
90
10116
D05
DINING
3073
D03
D09
WC TILES
M.
TILES
DECK
D P
LDRY
17 x 179 = 3050
CONCRETE
2311
GARAGE
AJ
2111
D048
2721
5670
6145
D047
1455
2478
AJ
D050
1455
1220
1455
W09
1053
D07
W08
D P
AJ
740
W07
HWS
1190
W06
D P
AJ
500
1234
DECK
89 900 706
D10
W056
900
240
5218
AJ
230
W056
5030 430
5161
89
1967
D P
50.60 (275°55'50")
90
204 600 900
3500
6240
1905
240
230
5510
4681
5770
4663
450
230
4197
AJ
1604
D049
S01 A05
439
5000
230
5765
1633 240
900 2400
669
1321
240
8640
900 3120
1139 150
890
900
90
2200
3116 90
3360
1300 3810
374
136 1500
240
6580
394
1790 240 2030
20610
LEGEND SMOKE DETECTOR EXHAUST FAN
1:100
PROPOSED GROUND FLOOR PLAN
AJ
ARTICULATION JOINTS
HWS
HOT WATER SYSTEM
D P
M.
GSEducationalVersion
METER BOX DOWNPIPES
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
1:100
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
GROUND FLOOR PLAN
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A03
NG
Building
Design and Drafting
14336 6213 160
3003 787
8123
90
1600
3120
1531
160
1600
696
530 90
1000 600
980
90
2353
671
90
3810
1600
1417
160
1600
1256
2280
1779
50.60 (275°55'50") 160 1 2
160 1800
BATH ROOM
3 4
TILES
560 17 16
D P
D12
900
160
14
5
13
6
12
7
11
EN SUITE
WIR CARPET
7939
4471
639 W17
1250
D11
TILES
8
242
160
496
W03
D P
240
9
840
200
15
10
W10
900
7438
LINEN
D14
90
1200
2877
1340
W11 D15
2000
2470
450
140
3404
900
900
900
850
220
W18
51
218
D13
40
900 MH.
CARPET
D18
17 x 179 = 3050
D16
2830
501
341
D P
D P
W16
MASTER BEDROOM
LANDING
TILES
D17
900
90 90 90 160 420 409 602
2969
8182 W066
1240
1
2
3
5
6
7
8
9
10
11
12
W062
4
17 x 179 = 3050
WC
CARPET
1500 200
BIR
BIR
CARPET
D20
BED.1.
CARPET
62
3281
D054
110
BED.2.
D19 D052
W16
2110
W065 3973
W064
W14
450
W13
160
D P
W12
ROOF BELOW
S01 A05
3427 160
1723
90
900 1190
90
550
1784
4877
1090
1100 3119
929 150
3119
890
900
90
2200
4550 90
1509 90
2580
2211
160
3760
14336
LEGEND SMOKE DETECTOR EXHAUST FAN
1:100
PROPOSED FIRST FLOOR PLAN
AJ
ARTICULATION JOINTS
HWS
HOT WATER SYSTEM
D P
M.
GSEducationalVersion
METER BOX DOWNPIPES
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
1:100
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
FIRST FLOOR PLAN
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A04
NG
Building
Design and Drafting
JAMES HARDIE F.C. EASYLAP PANELS IN DULUX 'HARPOON'FINISH. COLOURBOND CORRUGATED SHEET ROOFING @12 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH.
+84.97
COLOURBOND CORRUGATED SHEET ROOFING @5 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH.
STEELINE 110X115MM GUTTER, STEELINE FASCIA IN DUNE FINISH WITH 9MM CEMENT SHEET LINNING TO UNDERSIDE OF EAVE. CL BL +82.46
O.
2400
O.
W17
F.
+81.55
A&L ALUMINIUM WINDOWS IN SURFMIST FINISH USED ON ALL WINDOWS AND DOORS.
FFL CL
F.
M.
O.
+78.32F. AJ
420X420MM SQUARE COLUMN WITH CONCRETE CEMENT RENDER IN ECRU SMOOOTH FINISH.
O.
D09
W01
F.
+78.32
F.
GFL
D10
AJ
150
1800
2700
O.
2802
3365
350
5713
W18
GL PGH STANDARD 'GLEDSWOOD BLEND' SMOOTH FINISH BRICK WITH FLUSH LIGHT COLORED MORTAR.
COLOURBOND CORRUGATED SHEET ROOFING 85 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH.
1:100
EAST ELEVATION
COLOURBOND CORRUGATED SHEET ROOFING @12 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH. STEELINE 110X115MM GUTTER, STEELINE FASCIA IN DUNE FINISH WITH 9MM CEMENT SHEET LINNING TO UNDERSIDE OF EAVE. JAMES HARDIE F.C. EASYLAP PANELS IN DULUX 'HARPOON'FINISH.
+85.08
+84.97
R.L.
C.L.
+82.46
150
W14
F.
F.
W15
F.
F.
W13
O.
O.
F.
F.
O.
+81.52
F.
W09
AJ
O. O.
+78.32 W08
O.
O.
D08
F.
+78.32
F.
AJ
A&L ALUMINIUM WINDOWS IN SURFMIST FINISH USED ON ALL WINDOWS AND DOORS.
F.
W12
4138
2700
350
6,657
F.
F.
W16
F.F.L. C.L.
G.L.
O.
O. F.
G.F.L.
O.
6760
R.L.
O.
3200
2400
O.
W07
W06
D07
AJ
GARAGE DOUBLE BRICK WALL ON BOUNDARY. PGH STANDARD 'GLEDSWOOD BLEND' SMOOTH FINISH BRICK WITH FLUSH LIGHT COLORED MORTAR.
1:100
NORTH ELEVATION LEVELS GL GROUND LEVEL GFL GROUND FLOOR LEVEL CL CEILING LEVEL FFL FIRST FLOOR LEVEL RL ROOF LEVEL BL BOUNDARY LINE
GSEducationalVersion
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
1:100
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
ELEVATIONS - NORTH & EAST
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A05
NG
Building
Design and Drafting
COLOURBOND CORRUGATED SHEET ROOFING @5 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH. STEELINE 110X115MM GUTTER, STEELINE FASCIA IN DUNE FINISH WITH 9MM CEMENT SHEET LINNING TO UNDERSIDE OF EAVE. JAMES HARDIE F.C. EASYLAP PANELS IN DULUX 'HARPOON'FINISH. RL
+85.08
+84.97
+84.35
+84.43
RL RL
W10
+81.72
F.
RL
W11
RL
FFL CL
F.
F.
F.
M
+78.32
FL G01
150
GL
W05
AJ
O.
F.
AJ
W04
W03
W02
AJ
4138
+78.32
D01
GFL 150
O.
3402
2700
3200
O.
350
CL
O.
A&L ALUMINIUM WINDOWS IN SURFMIST FINISH USED ON ALL WINDOWS AND DOORS.
2700
6760
RL
6,657
+82.46
6106
O.
O.
2400
6025
CL
GL 420X420MM SQUARE COLUMN WITH CONCRETE CEMENT RENDER IN ECRU SMOOOTH FINISH. PGH STANDARD 'GLEDSWOOD BLEND' SMOOTH FINISH BRICK WITH FLUSH LIGHT COLORED MORTAR.
1:100
SOUTH ELEVATION
JAMES HARDIE F.C. EASYLAP PANELS IN DULUX 'HARPOON'FINISH.
COLOURBOND CORRUGATED SHEET ROOFING @12 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH.
COLOURBOND CORRUGATED SHEET ROOFING @5 DEGREE PITCH IN DUNE FINISH WITH RIDGE CAPPING TO MATCH. +85.08
RL
RL
+84.03
+83.97
STEELINE 110X115MM GUTTER, STEELINE FASCIA IN DUNE FINISH WITH 9MM CEMENT SHEET LINNING TO UNDERSIDE OF EAVE.
CL
BL
CL
+78.32
+78.32
GFL 150
GARAGE DOUBLE BRICK WALL ON BOUNDARY.
+78.32
150
GL
2700
2700
3200
GFL
6106
FFL CL
RL 350
6760
2400
A&L ALUMINIUM WINDOWS IN SURFMIST FINISH USED ON ALL WINDOWS AND DOORS.
AJ
GL PGH STANDARD 'GLEDSWOOD BLEND' SMOOTH FINISH BRICK WITH FLUSH LIGHT COLORED MORTAR.
1:100
WEST ELEVATION LEVELS GL GROUND LEVEL GFL GROUND FLOOR LEVEL CL CEILING LEVEL FFL FIRST FLOOR LEVEL RL ROOF LEVEL BL BOUNDARY LINE
GSEducationalVersion
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
1:100
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
ELEVATIONS - SOUTH & WEST
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A06
NG
Building
Design and Drafting
90X45 MGP10 TIMBER STUDS @450 CTRS, R2.0 BULK INSULATION WITH REFECTIVE FOIL SARKING, JAMES HARDIE F.C. EASYLAP PANELS IN DULUX 'HARPOON'FINISH. RL COLOURBOND CORRUGATED SHEET ROOFING @5 DEGREE PITCH IN DUNE FINISH ON 70X35 ROOFING BATTENS @ 900 SPACING ON ROOF TRUSSES TO ENGINEERS SPECIFICATIONS @600 SPACINGS.
CL
NORTH BOUNDARY
FFL CL
D13
W15
90X45 MGP10 TIMBER STUDS @450 CTRS, R2.0 BULK INSULATION WITH REFECTIVE FOIL SARKING, PGH STANDARD 'GLEDSWOOD BLEND' SMOOTH FINISH BRICK WITH FLUSH LIGHT COLORED MORTAR.
LANDING
1210
W03
A&L ALUMINIUM WINDOWS IN SURFMIST FINISH USED ON ALL WINDOWS AND DOORS.
STAIRWELL 81520
350
6657
2400
83920
17 16
81170
15 14
LOUNGE
305mm POSI-STRUT TO ENGINEERS SPECIFICATIONS WITH 10MM CEILING LINNING ON THE UNDERSIDE.
13
11
D08
10
D09
795
2410
12
9
2700
8
900
3
341
1435
5 4
178
7 6
LAMINATE FLOORING ON REINFORCED CONCRETE SLAB WITH POLYURETHANE VAPOUR BARRIER WITH 50MM PACKING SAND
2 F.
GFL
F.
O.
O.
1 F.
400
150
GL
78470 78320
350
1:50
SECTION 01
LEVELS GL GROUND LEVEL GFL GROUND FLOOR LEVEL CL CEILING LEVEL FFL FIRST FLOOR LEVEL RL ROOF LEVEL BL BOUNDARY LINE
GSEducationalVersion
PROJECT NAME:
CLIENT NAME:
DRAWN BY:
SCALE:
UNIT DEVELOPMENT - WORKING DRAWINGS
MR & MRS AMANDRO
NAOMI GRAHAM
1:50
DRAWING NAME:
CLIENT ADDRESS:
DATE:
DRWG NO:
SECTION 01
13 PARK AVENUE, PRESTON, 3072
27/07/2017
A07
NG
Building
Design and Drafting