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proposal plans for submission
Attached to the e-mail Multiple Housing Type 2 Duplex Dwelling & Reconfigure A Lot (Community Title Subdivision 2 Lots) - MCU19/0013 & RAL19/0003.
Plans and drawings
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Log in to see the plans as drawn COMMUNITY TITLE SUBDIVISION DEVELOPMENT DETAILS
Total Lot Size = 1,007m2 Density = 2 x 3+ beds (6.6)
Proposed Lot 1 = 513m2 Site Cover = 220 + 220 = 410 (41%)
Plot Ratio = 137 + 144 = 281m2 (27%)
Proposed Lot 2 = 494m2
Parking = 4 spaces
Shared fence easement (6m2 (0.3m x 20m))
Landscaping = 496m2 (49%)
Sewer Easement = 274m2 * New driveways and crossovers in
Stormwater Easement (~15m2) accordance with RS-049 & RS-050
Landscaping in accordance with Planning Scheme Policy 03
- 2 x street trees to Opal St
- Dense landscaping around perimeters and in front of Opal St fence
Stormwater to
existing field inlet (IL 107.08)
vegetation screening buffer around fence line
2.00 m
Stormwater DT
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6.23 m
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Proposed Proposed
ΔϏϚωώϋϔ Lot 2
Lot 1
2.00 m
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4.56 m
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ΏχϓϏϒϟ
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Ύϔϙ
ϋϊн ϋϊм ΠͿΌ χϚώ
ΝϕϏϒϋϚ
1.50 m
5.64 m
water meters
Easements for Services (inidcative) new fence
- Sewer easement(1.5m either side of existing pipe)
- Sewer connections to be confirmed (Subject to Unitywater Approval) Site, Subdivision and
- Water to new buildings (Subject to Unitywater Approval) Preliminary Services
- Electricity to new building clear of water and sewer lines (Subject to Operational Works Approval) Layout Plan
- Stormwater for new building to include a 5k Litre above ground water tank for detention of new building Date: 29/01/2019
roof area directed to existing field inlet within Opal St (Subject to Operational Works Approval)
- All other stormwater from driveways and hardstand areas to be directed to landscaping areas to
300
ensure non-worsening situation to adjoining properties
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Full text of the other 5 pages
Page 2
SCHEDULE OF PAGES:
COVER PAGE 1
SITE PLAN 2
LOWER FLOOR PLAN 3
ELEVATIONS 4
PROPOSED RESIDENCE
SLAB SETOUT PLAN 5
ROOF CATCHMENT PLAN 6
SECTIONS/QDC NOTES 7
TYPICAL SECTION & DETAILS 8
TYPICAL TIEDOWN DETAILS 9
CABINETRY/WET AREA SCHEMATICS 10
CABINETRY/WET AREA SCHEMATICS 11
WH&S NOTES 12
ERHARTER, Robert
LOT 6 ON RP82318
10 OPAL LANE
COOROY, QLD
FRONT VIEW
Livable|Sustainable|Accessible|Desirable
P: (07) 41289065
E: [email protected]
PO Box 7330, Urangan QLD 4655
QBCC 1257937
ISSUE DATE DRWN CHKD COMMENTS DATE
THESE DRAWINGS AND DESIGN ARE PROJECT JOB SPECIFICATION BY BUILDER TAKES
COPYRIGHT AND WILL NOT BE USED * 17/10/2018 AK RW PRELIMINARY PLANS PRECEDENCE OVER THESE PLANS COVER PAGE
OR REPRODUCED BY ANY MEANS,
A
PROPOSED RESIDENCE
22/10/2018 AK RW RELOCATED, WIDTH REDUCED, EAVES ADDED
WHOLLY OR PARTLY WITHOUT PRIOR CLIENT SALES CHRIS McNEIL PROJECT STATUS
CUSTOM
WRITTEN PERMISSION FROM - B 25/10/2018 AK RW GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
C 12/11/2018 AK RW GENERAL AMENDMENTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
DO NOT SCALE FROM THIS DRAWING D 13/11/2018 AK RW DRAFT CONSTRUCTION DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 17/01/2019 AK RW AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED A3 1a E
COMMENCEMENT OF ANY SITE WORKS
10 OPAL LANE DRAWING FILE NUMBER PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 1
Page 3
REAL PROPERTY DESCRIPTION:
PATHWAY & DRIVEWAY NOTES:
LOT 6 ON RP: 82318
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A SITE AREA 501.17sqm
MINIMUM FALL OF 1 IN 100 (1%). SITE COVER 195.35sqm (38.98%)
LOCALITY COOROY
THE MAXIMUM GRADE OF DRIVEWAYS SHALL LOC. GOV. NOOSA SHIRE COUNCIL
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO BCA
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.
EMTB/SP293464
18
CHECK WITH LOCAL AUTHORITY
7 /RP8 2 3
N
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND
ROAD KERB. 1572 16660 6690
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.
Dwelling
PROVIDE A LAYER OF SAND A MINIMUM OF BU BU
OMP
1050
20mm THICK UNDER THE SLAB, COMPACTED 110.47 110.48
WALL
1500
SITE NOTES:
1500
AND LEVELLED.
50.247 Edge Conc
POSITION OF DWELLING TO BE CONFIRMED BY
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE 352°0'
>/= 1200 CLIENT PRIOR TO ANY SITE WORKS
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND 107.6
ALL STORM WATER, DOWN PIPES, RAIN WATER
TAPED.
SLAB THICKNESS SHALL BE: FILL TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1 BY THE HYDRAULIC CONSULTANT/PLUMBER IN
U/G Sewer Compiled Only SEWER LINE
LAYER SL52 MESH,
5550 ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
VEHICULAR DRIVEWAYS (TO 3t GROSS) - OMP QDC MP4.2/LOCAL PLANNING SCHEME HOUSE
107.5
CODE
261°59'30"
100mm THICK WITH
20.112
1 LAYER SL62 MESH.
.7
PROPOSED RESIDENCE
10 7
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
30mm MINIMUM TOP COVER TO ALL MANHOLE POSITIONS MATCH THOSE AS SHOWN
OPAL LANE
PAD LEVEL 107.600m
REINFORCEMENT, CONCRETE STRENGTH SHALL FFL 107.900m BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
BE N20 MINIMUM. DISCREPANCIES MUST BE BROUGHT TO THE
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
JOINTS ARE REQUIRED IN ALL CONCRETE RESOLVED PRIOR TO COMMENCEMENT OF
4800
PATHWAY AND DRIVEWAY SLABS - DRIVEW AY/PATH CONSTRUCTION
56 m²
3500
Dwelling
ISOLATION JOINTS MUST BE PROVIDED WHERE (exp. agg) BUILDER TO DETERMINE APPROPRIATE
ABUTTING EXISTING STRUCTURES, PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED
EXPANSION JOINTS SHALL BE PROVIDED AT 15 FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
METER CENTRES IN ALL DIRECTIONS. N12 AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
82°01'02"
20.089
DOWEL BARS AT 400 CENTRES ALONG THE COMPLY WITH BCA VOL 2 3.1.2.3
FILL 107.2
JOINTS IN 100mm THICK SLABS,
2554
THE FINISHED SURFACE IMMEDIATELY
CRACK CONTROL JOINTS SHALL BE PROVIDED SURROUNDING THE DWELLING, 1000mm WIDE, IS
Existing
SEWER LINE
5354
AT 3 METER MAXIMUM CENTRES AND AT TO FALL AWAY FROM THE DWELLING AT A SLOPE
Garden
10
LOCATIONS WHERE THERE IS A LIKELIHOOD A Top Conduit OF 1 IN 20 MINIMUM TO AN EARTH DRAIN AS
IL:105 .69
1 07
Shed
7.
7212
INDICATED ON THE SITE PLAN.
10
4
CRACK RL:108.01
.3
.6
7 .6
10 7
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
SURFACE DRAINAGE IS TO DISCHARGE EVENLY
JOINTS SHALL BE LOCATED SO THE LONGEST IL:105.63
IL:10 5.66 WITHIN THE SITE AND WITHOUT NUISANCE TO
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 SEWER LINE
SL:107.53 ADJOINING PROPERTIES.
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY
172°0'
ANGLE FORMED BETWEEN JOINTS OR JOINTS
50.256 ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
AND THE SLAB EDGE SHALL BE NO LESS THAN 1122 Sewer Rising Sewer Rising Main Pothole THE PONDING OF WATER.
75°, DUE TO THE VARYING NATURE OF OMP Main Pothole Top Conduit RL:107.96
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
CUT AND FILL BATTERS NOT TO EXCEED A
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 6000 MAXIMUM SLOPE AS PER BCA TABLE 3.1.1.1 FOR
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE WALL THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
DESIGN.
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
5/RP82318 SLOPING SITES.
THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY.
1000 MAXIMUM HIGH TIMBER RETAINING WALLS
REFERENCE SHOULD BE MADE TO 'CEMENT, SITE PLAN WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
STORMWATER LINE) AND GRANULAR BACKFILL
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
TO CONCRETE FOR HOUSING 2007, PATHS AND
1 : 200 BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2005'.
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
THESE DRAWINGS AND DESIGN ARE ISSUE DATE DRWN CHKD COMMENTS DATE
COPYRIGHT AND WILL NOT BE USED
PROJECT JOB SPECIFICATION BY BUILDER TAKES
OR REPRODUCED BY ANY MEANS,
* 17/10/2018 AK RW PRELIMINARY PLANS
PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS SITE PLAN
WHOLLY OR PARTLY WITHOUT PRIOR A 22/10/2018 AK RW RELOCATED, WIDTH REDUCED, EAVES ADDED
CLIENT SALES CHRIS McNEIL PROJECT STATUS
WRITTEN PERMISSION FROM - CUSTOM
B 25/10/2018 AK RW GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
C 12/11/2018 AK RW GENERAL AMENDMENTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
DO NOT SCALE FROM THIS DRAWING D 13/11/2018 AK RW DRAFT CONSTRUCTION DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 17/01/2019 AK RW AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED A3 1a E
COMMENCEMENT OF ANY SITE WORKS
10 OPAL LANE DRAWING FILE NUMBER PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 2
Page 4
450 16660 690 450
4 220 70 70 70 70 70 90 220 FLOOR AREAS:
3300 600 1950 950 1830 1500 1400 4250 450
1 4 3 70 DWELLING 154.18 m²
2230 1000 3570
N
GARAGE 38.65 m²
220
2 1000 10860 920
PORCH 2.52 m²
Total 195.35 m²
70 70 A
7
450
450
220
obsc obsc obsc
hc 0618 2415SGD 0606 1215 dp 0906 0618 dp WALL LEGEND
220
dp EXTERNAL WALLS
30mm sgd
- MASONRY VENEER
wm
900
bath 1650
1270
rebate
- 70mm TIMBER STUD FRAME
BED 3 BED 1 - 10mm PLASTERBOARD LINING (GENERAL)
70
720 carpet
2290
2290
carpet L'DRY WC - 6mm VILLABOARD LINING (WET AREAS)
wet tiles wet tiles BATH
3220
wet tiles
1200wh
720cs
1821
3470
3470
3910
1518 WIR - LINEA-BOARD CLADDING (UNO)
1200wh
930
carpet - 70mm TIMBER STUD FRAME (UNO)
wet tiles
1500
ENS
2500
- 10mm PLASTERBOARD LINING (GENERAL)
70
820 720 - 6mm VILLABOARD LINING (WET AREAS)
1270
1110
900
900x900
INTERNAL WALLS
1460
720
S
600
70
820
- 70mm TIMBER STUD FRAME (UNO)
S 820
70
70
2640
C1 - 10mm PLASTERBOARD LINING (GENERAL)
B - 6mm VILLABOARD LINING (WET AREAS)
70
1030
mech vent
1570
S 7
1530
WB
1630
1350
REFER TO ENGINEERS DETAILS FOR
820
S ENTRY PORCH ARTICULATION JOINTS IF REQUIRED
BED 2 CH2700mm Broom Finish
70
820
carpet S
FAMILY
STORAGE LEGEND:
3800
70
820 laminate 820cs
90
11400
11400
1620
1518
3200
220
WB S C1 DENOTES - 112x112 TIMBER POST
610
S DENOTES - PHOTOELECTRIC SMOKE ALARM TO
70
BCA VOL 23.7.2 & AS 3786
ohc
MH G DENOTES - GAS BOTTLE/HWS LOCATION AS PER
7420
70
HW AS 5601
ohc
6320
2448PLD
BED 4 DINING
5890
5890
WB DENOTES -
3450
laminate WHIRLY BIRD ON ROOF
5700
6140
KITCHEN
carpet
GARAGE
3000x900
mw cut
laminate
concrete
r'hood
ST DENOTES - SKYLIGHT
1518
3200
3800
FLOOR PLAN NOTES:
ohc
dw
70
TERMITE PROTECTION IS TO BE PROVIDED IN
0
ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL
1110
62
820
S S AND AS 3660.1.
600
5x300
30mm sgd rebate
220
shelves
dp
220
PROVIDE A STATEMENT OF PROTECTION METHOD
2438SGD 1518 HW 2418SGD G G
hc FROM A TERMITE MANAGEMENT
dp(SERVERY) dp PROFESSIONAL IN CONJUNCTION WITH THESE
450
strengthen fascia for future patio/carport
450
DRAWINGS AT THE TIME OF SUBMISSION FOR
BUILDING APPLICATION APPROVAL.
70 70 70 220
3300 1070 6380 2240 2100 1610 TOILET DOORS TO BE PROVIDED WITH LIFT-OFF
70 HINGES
2130 1100 7450
220 70 INSECT SCREENS TO WINDOWS AND DOORS ARE
AS PER BUILDERS SPECIFICATIONS UNO
3300 6270 1110 6020 220
CONSTRUCTION IS NOT TO COMMENCE PRIOR TO
450 17350 450 FULL APPROVAL BEING GRANTED IN WRITING BY
THE CERTIFIER AND LOCAL AUTHORITY
MECHANICAL VENTILATION TO BE IN
ACCORD. WITH THE BCA PART 3.8.5 & AS 1668.2
LOWER FLOOR PLAN GAS BOTTLE LOCATION AS PER AS5601
1 : 100 20mm STONE BENCHTOPS THROUGHOUT
THESE DRAWINGS AND DESIGN ARE ISSUE DATE DRWN CHKD COMMENTS DATE
COPYRIGHT AND WILL NOT BE USED
PROJECT JOB SPECIFICATION BY BUILDER TAKES
OR REPRODUCED BY ANY MEANS,
* 17/10/2018 AK RW PRELIMINARY PLANS
PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS LOWER FLOOR PLAN
WHOLLY OR PARTLY WITHOUT PRIOR A 22/10/2018 AK RW RELOCATED, WIDTH REDUCED, EAVES ADDED
CLIENT SALES CHRIS McNEIL PROJECT STATUS
WRITTEN PERMISSION FROM - CUSTOM
B 25/10/2018 AK RW GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
C 12/11/2018 AK RW GENERAL AMENDMENTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
DO NOT SCALE FROM THIS DRAWING D 13/11/2018 AK RW DRAFT CONSTRUCTION DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 17/01/2019 AK RW AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED A3 1a E
COMMENCEMENT OF ANY SITE WORKS
10 OPAL LANE DRAWING FILE NUMBER PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 3
Page 5
COLORBOND ROOF SHEETING
'LINEA' WEATHERBOARD
21°
FIXED TO MANUF. SPECS. NOTES:
CLADDING (or similar) 21° COLORBOND FASCIAS AND
GANGNAIL TRUSSES TIED DOWN, BRACED,
GUTTERS
FABRICATED AND INSTALLED TO TRUSS
GF CL MANUFACTURERS SPECIFICATIONS.
2700
GF WH FACE AND SILL BRICKS IN ACCORDANCE
WITHAS1225 AND SAA. MASONRY CODE AS3700.
2400
POWDERCOATED ALUM
WINDOWS AND DOOR FRAMES
2.4x4.8 PANEL-LIFT-DOOR SELECTED FACE AND SILL
BRICKS
GF FL 112x112 TIMBER POST ON GAL. STIRRUPS
0
ELEVATION 1 SELECTED TIMBER FRONT
1 1 : 100
ENTRANCE DOOR
WHIRLY BIRD
GF CL
2700
GF WH
2400
GF FL
0
ELEVATION 2
2 1 : 100
GF CL
2700
GF WH
2400
GF FL
0
ELEVATION 3
3 1 : 100
WHIRLY BIRD
GF CL
2700
GF WH
2400
GF FL
0
ELEVATION 4
4 1 : 100
THESE DRAWINGS AND DESIGN ARE ISSUE DATE DRWN CHKD COMMENTS DATE
COPYRIGHT AND WILL NOT BE USED
PROJECT JOB SPECIFICATION BY BUILDER TAKES
OR REPRODUCED BY ANY MEANS,
* 17/10/2018 AK RW PRELIMINARY PLANS
PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS ELEVATIONS
WHOLLY OR PARTLY WITHOUT PRIOR A 22/10/2018 AK RW RELOCATED, WIDTH REDUCED, EAVES ADDED
CLIENT SALES CHRIS McNEIL PROJECT STATUS
WRITTEN PERMISSION FROM - CUSTOM
B 25/10/2018 AK RW GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
C 12/11/2018 AK RW GENERAL AMENDMENTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
DO NOT SCALE FROM THIS DRAWING D 13/11/2018 AK RW DRAFT CONSTRUCTION DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 17/01/2019 AK RW AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED A3 1a E
COMMENCEMENT OF ANY SITE WORKS
10 OPAL LANE DRAWING FILE NUMBER PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 4
Page 6
ROOFWATER DRAINAGE GENERAL NOTES:
ALL ROOFWATER DRAINAGE SYSTEMS MUST BE
CONNECTED TO A STORMWATER DRAINAGE
SYSTEM COMPLYING WITH BCA PART 3.1.2,
DRAINAGE OR AS/NZS3500.
THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED
WITH AN OVERFLOW TO PREVENT THE BACKFLOW
OF WATER INTO THE BUILDING.
THE AREA SPECIFIC RAINFALL INTENSITY MUST BE
SELECTED FROM BCA TABLE 3.5.2.1 OR FROM
AS/NZS3500.
GUTTERS AND DOWNPIPES MUST BE SELECTED
FROM BCA TABLE 3.5.2.2 OR FROM AS/NZS3500.
EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT
GUTTER DETAIL LESS THAN 1 IN 500 WITH SUPPORT BRACKETS AT
1.2m MAXIMUM CENTRES.
NTS
BOX GUTTERS MUST BE INSTALLED AT A FALL NOT
dp dp LESS THAN 1 IN 100, IN ACCORDANCE WITH
AS/NZS3500.3.
dp THE WIDTH OF VALLEY GUTTERS SHALL BE IN
ACCORDANCE WITH AS/NZS3500.3 AND BCA PART
3.5.2.
REFER TO ROOF SHEETING MANUFACTURERS
21° SPECIFICATIONS FOR LIMITATIONS ON SHEET
OVERHANGS INTO VALLEY GUTTERS.
Area
21°
Area THE MAXIMUM ROOF CATCHMENT AREA FOR
35 m² 40 m² Area VALLEY GUTTERS IS 20m2.
VALLEY GUTTERS ON ROOFS PITCHED LESS THAN
30 m² 12.5° MUST BE DESIGNED AS BOX GUTTERS.
DOWNPIPES MUST SERVE NOT MORE THAN 12
METRES OF GUTTER LENGTH FOR EACH DOWNPIPE
21° WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE
(6 DOWNPIPES REQUIRED @40sqm/DP) TO VALLEY GUTTERS.
6 DOWNPIPES PROVIDED
21°
EAVES GUTTERS MUST BE PROVIDED WITH AN
Area TOTAL ROOF CATCHMENT OVERFLOW SYSTEM WHERE DOWNPIPES ARE
AREA 222 m² LOCATED MORE THAN 1.2 METRES FROM A
38 m² VALLEY GUTTER.
TABLE 3.5.2.1 RAINFALL DURATION INTENSITY
5 MINUTE DURATION RAINFALL INTENSITY
NOOSA HEADS - 20YEARS 258mm/h
- 100YEARS 331mm/h
TABLE 3.5.2.2 GUTTER & DOWNPIPE SELECTION
21°
Area Area
21°
FROM TABLE A & B
40 m² 40 m² 40sqm - A - MEDIUM RECTANGULAR GUTTER or
D - 125mm D GUTTER
FROM TABLE C
dp
90mm DIAMETER DOWNPIPE
dp dp TABLE 3.5.2.3 OVERFLOW VOLUME
FROM TABLE A
350mm/h 12.0m GUTTER [email protected] (L/s/m) = 14.4L/s
FROM TABLE B
350mm/h - 40sqm = 3.9(L/s)
USE CONTROLLED BACK GAP (SEE DETAIL)
ROOF CATCHMENT PLAN = 1.25 L/s/m x 12.0m = 15.0L/s
1 : 100
THESE DRAWINGS AND DESIGN ARE ISSUE DATE DRWN CHKD COMMENTS DATE
COPYRIGHT AND WILL NOT BE USED
PROJECT JOB SPECIFICATION BY BUILDER TAKES
OR REPRODUCED BY ANY MEANS,
* 17/10/2018 AK RW PRELIMINARY PLANS
PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS ROOF CATCHMENT PLAN
WHOLLY OR PARTLY WITHOUT PRIOR A 22/10/2018 AK RW RELOCATED, WIDTH REDUCED, EAVES ADDED
CLIENT SALES CHRIS McNEIL PROJECT STATUS
WRITTEN PERMISSION FROM - CUSTOM
B 25/10/2018 AK RW GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
C 12/11/2018 AK RW GENERAL AMENDMENTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
DO NOT SCALE FROM THIS DRAWING D 13/11/2018 AK RW DRAFT CONSTRUCTION DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 17/01/2019 AK RW AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED A3 1a E
COMMENCEMENT OF ANY SITE WORKS
10 OPAL LANE DRAWING FILE NUMBER PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 6