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Approved Plans MCU19 0013 & RAL19/0003
Plans and drawings
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GENERAL SITE PLAN NOTES
EARTHWORKS TO BE IN ACCORDANCE
WITH LOCAL COUNCIL REGULATIONS
‘AND NATIONAL CONSTRUCTION CODE,
VOL 2, SECTION 3.1.1 EARTHWORKS.
COMMUNITY TITLE SUBDIVISION
Total Lot Size = 1,007m2
Proposed Lot1=513m2
Preposed-batd—O4m2
STORMWATER DRAINAGE DESIGN &
DISCHARGE TO AS 3500, SECTION 3.1.2
STORMWATER DRAINAGE, NCC VOL2
AND LOCAL COUNCIL REQUIREMENTS.
DRIVEWAY CROSSOVER DESIGN,
CONSTRUCTION AND FINISH TO LOCAL
COUNCIL REQUIREMENTS.
‘SERVICES LEGEND
UNDERGROUND ELECTRICAL
OVERHEAD ELECTRICAL
RAINWATER DRAINAGE
Alfresco to be
reduced in size in
accordance with the
site cover plan
Sewer Easement = 274m2
Stormwater Easement (~15m2)
s\ STORIANATER -
+— TELSTRA —
—u— WATER A
- 2.x street trees to Opal St
Shared fence easement (6m2 (0.3m x 20m))
Landscaping in accordance with Planning Scheme Policy 03
DEVELOPMENT DETAILS
Density = 2 x 3+ beds (6.6)
Site Gover =220+-220-=410-(44%)-
Plot Ratio = 137 + 144 = 281m2 (27%)
Parking = 4 spaces
Landscaping = 496m2 (49%)
* New driveways and crossovers in
accordance with RS-049 & RS-050
nt - Dense landscaping around perimeters and in front of Opal St fence
Fn
Kitchen
I
OPAL STREET
TOP CONDUIT RL: 108.04
‘TOP PIPE RL: 10604
‘SEWER RISING MAIN POTHOLE
Easements fot Services (inidcative) new fence
- Sewer easement(1.5m either side of existing pipe)
- Sewer connections to be confirmed (Subject to Unitywater Approval)
- Water to new buildings (Subject to Unitywater Approval)
- Electricity to new building clear of water and sewer lines (Subject to Operational Works Approval)
- Stormwater for new building to include a 5k Litre above ground water tank for detention of new building
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
ensure non-worsening situation to adjoining properties
50,209mm 172° 1" 2" SEWER RISING MAIN POTHOLE __|
vegetation screening buffer around fence Tneln|
ater DT
~~ Proposed
Lot 2
LL SEWERRISING MANPOTHOLE
‘TOP CONDUIT RL: 107.96
‘TOP CONDUIT RL: 108.01
APPROVED PLANS
MCU19/0013 & RAL19/0003
NOOSA COUNCIL
9 MAY 2019
Scale 1:300
0 1 2 3 4 5m
Site, Subdivision and
Preliminary Services
Layout Plan
Date: 29/01/2019
Documentiietiihe A08E8AN20808396
Version: 2\V/¥esision!Dattes iy UBD 12/01/2019
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Page 2
Toth Environmental
Environmental &
Hydraulic Engineers
25.6m2 of existing
outdoor covered
Lot 1 - 507m2 area to be removed
Site Cover = 44%
250m2
Common Property 6m2
(fence line 300mm wide)
Site Cover Plan
V.1 - 29.04
Lot 2 - 498m2
Site Cover = 36%
180m2
Total Site Cover = 404.4m2 (40%)
-
APPROVED PLANS
MCU19/0013 & RAL19/0003
NOOSA COUNCIL
9 MAY 2019
-
Document Set ID: 20861499
20856346
20853003
Version: 1,
2, Version Date: 10/05/2019
30/04/2019
Page 3
Docum
iment Se}
PATHWAY & DRIVEWAY NOTES:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%)
THE MAXIMUM GRADE OF DRIVEWAYS SHALL
NOTEXCEED 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.
CHECK WITH LOCAL AUTHORITY
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND
ROAD KERB.
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.
PROVIDE ALAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED
‘AND LEVELLED.
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN.
SALINE AREAS, LAPPED 200mm AT JOINS AND.
TAPED,
SLAB THICKNESS SHALL BE:
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
LAYER SL52 MESH,
VEHICULAR DRIVEWAYS [TO 3t GROSS) -
100mm THICK WITH
1 LAYER SL62 MESH.
30mm MINIMUM TOP COVER TO ALL
REINFORCEMENT, CONCRETE STRENGTH SHALL
BE N20 MINIMUM.
© t+
- |©
oO t | |
N oO |
2 8
x ou hiszal 16660 6690
x oT
| ao Bu Dwelling Bu 1
oad 110.47 tT 110.48 2
5 | 8s = 32 |
|
} lu Le 50.247
31200 [oo 3520
\
piled Only SEWER LINE
\
. 1
_ Propose RESIDENC!
|
Std
\ PAD LEVEL 107.600m
>= -FFL107.900m— —}-
261°59'30"
REAL PROPERTY DESCRIPTION:
LOT 6 ON RP: 82318
SITE AREA 501.17sqm.
SITECOVER —195.35sqm (38.98%)
LOCALITY COOROY
LOC.GOV. NOOSA SHIRE COUNCIL
2
SITE NOTES:
POSITION OF DWELLING TO BE CONFIRMED BY
CLIENT PRIOR TO ANY SITE WORKS
ALL STORM WATER, DOWN PIPES, RAIN WATER
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED,
BY THE HYDRAULIC CONSULTANT/PLUMBER IN.
ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
@DC MP4.2/LOCAL PLANNING SCHEME HOUSE
CODE
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND.
MANHOLE POSITIONS MATCH THOSE AS SHOWN
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
DISCREPANCIES MUST BE BROUGHT TO THE
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
RESOLVED PRIOR TO COMMENCEMENT OF
Lu
JOINTS ARE REQUIRED IN ALL CONCRETE 5 — <
PATHWAY AND DRIVEWAY SLABS - 9 CONSTRUCTION
3
2
ISOLATION JOINTS MUST BE PROVIDED WHERE £1) | oo! CORPO MING RETIOD OR ate PRIOR TO
ABUTTING EXISTING STRUCTURES, 3}?
a)s =| <t COMMENCEMENT OF ANY WORKS. FINISHED
EXPANSION JOINTS SHALL BE PROVIDED AT 15 >| oa FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
METER CENTRES IN ALL DIRECTIONS. N12 al. Lo AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
DOWEL BARS AT 400 CENTRES ALONG THE SPB | oO COMPLY WITH BCAVOL2 3.1.2.3
JOINTS IN 100mm THICK SLABS, —
§}8 eS | THE FINISHED SURFACE IMMEDIATELY
CRACK CONTROL JOINTS SHALL BE PROVIDED \ Existing So SURROUNDING THE DWELLING, 1000mm WIDE, |S
AT3 METER MAXIMUM CENTRES AND AT \ A\ sewer LINE _\. Garden S—2—_|_|_+-_— 4 TO FALL AWAY FROM THE DWELLING AT A SLOPE
LOCATIONS WHERE THERE IS A LIKELIHOOD A Sy . Top Conduit \ gen Uy /| OF 1 IN 20 MINIMUM TO AN EARTH DRAIN AS
CRACK 2 , RL108.01 Z | / | INDICATED ON THE SITE PLAN.
o a i /
WOULD OCCUR [.e. RE-ENTRANT CORNERS) 105.63 \ SURFACE DRAINAGE IS TO DISCHARGE EVENLY
JOINTS SHALL BE LOCATED SO THE LONGEST - yee X WITHIN THE SITE AND WITHOUT NUISANCE TO
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 ‘S107 63 ‘SEWER LINE \ , ADJOINING PROPERTIES.
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY ° \ \ L_!
ANGLE FORMED BETWEEN JOINTS OR JOINTS
ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
"AND THE SLAB EDGE SHALL BE NO LESS THAN, 1122 Sewer Rising | 50.256 LT sewer Rising Main Pothole JHE PONDING OF WATER
75°, DUE TO THE VARYING NATURE OF OMP Main Pothole Top Condit RL:107.96
PATHWAYS AND DRIVEWAYS, ITIS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 6000 SAX NA SUCPE AS DER BCR ANE I Y.1 FOR
DES NSTRAINTS ARE CONSIDERED IN THE WALL THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
5/RP82318 SLOPING SITES.
THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY. \ SITE PLAN 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
‘ WITH 65@ AG PIPE BEHIND (TO DISCHARGE TO
REFERENCE SHOULD BE MADE TO ‘CEMENT, \
CONCRETE & AGGREGATE AUSTRALIA - GUIDE i200 APPROVED PLANS BOO TO BE WHOL CONGAINED WINTHRL THE
TO CONCRETE FOR HOUSING 2007, PATHS AND / .
DRIVEWAYS’ AND ‘RESIDENTIAL CONCRETE MCU19/0013 & RAL19/0003 SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS AND PATHS, JULY 2005) NOOSA COUNCIL THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOTTO EXCEED 2.0m
9 MAY 2019 ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
THESE DRAWINGS AND DESIGN ARE E COMNENTS DATE
COPYRIGHT AND WILL NOT BE USED oo PROJECT JOB SPECIFICATION BY BUILDER TAKES SITE PLAN
/ OR REPRODUCED BY ANY MEANS, f BY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS
—_ Sp) WHOLLY OR PARTLY WITHOUT PRIOR A feanonos| ax | ew
GJ. Gardner, Bowes | 7 seek senseuren + ere custom cu Sue Giasvenae | ROWECTSTAS
—_ GJ GARDNER HOMES CONSTRUCTION DRAWINGS
Sunshine C t North < Penne AC Be SCALE HEET SIZE] CLASS | WIND ] ISSUE
unsnine Goast No DO_NOT SCALE FROM THIS DRAWING 2 faniana] ac [wr Jowricoxtnciovatrnes CLIENT LOCATION ro cl :
2/171 Noosa Eumundi Rd PH: 07 4 702324 VERIFY ALL DIMENSIONS PRIOR TO E_[i7ia008 | AK | RW | AWENDED CONSTRUCTON DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED a
Noosaville , Qld COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILENUMBER ] PAGE
AND REFER ANY DISCREPANCIES TO GJGSCN190173 2
BESPOKE BUILDING DESIGN COOROY, QLD
nt Set ID: 20853909
Weeiony
rM SER1ON Data 36/08/2019
Page 4
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690|, [450
L450
|
|
220 70 79
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950
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4250
L450
3570
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10860
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220
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2290
3220
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3800
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5890
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3200
3800
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220
1518
1518
1518
loath 1450¢!
BATH
wetties |
6
3
&
8
1270 |, 930 | 1270
| 900
2500
3470
3910
DINING
Taminate
30mm sgd rebate
CH2700mm
FAMILY
laminate
mecnven i
ENTRY
GARAGE
‘concrete
C+
3000x900)
|
/
“el
| (a
STORAGE [1820cs__ + 2
I
Pol
Broom Finish |
1030
RCH
1630
| 1350 [70
220), |,
1
50
7
lh
11400
3450
6320
5700
6140
70
io |)
1
450|,
1
MCU19/0013 & RAL19/0003
APPROVED PLANS
NOOSA COUNCIL
2438SGD
2418SGD
OO
2240 || 2100
220
220
450|,
1610
7450
6270
6020
LL
1
17350
L450
9 MAY 2019
100
»\, LOWER FLOOR PLAN
FLOOR AREAS:
DWELLING
GARAGE
PORCH
Total
154.18 m?
38.65 m?
2.52 m?
195.35 m?
WALL LEGEND
EXTERNAL WALLS
[2222] - MASONRY VENEER
- 70mm TIMBER STUD FRAME
- 10mm PLASTERBOARD LINING (GENERAL)
- 6mm VILLABOARD LINING (WET AREAS)
- LINEA-BOARD CLADDING {UNO}
- 70mm TIMBER STUD FRAME (UNO)
- 10mm PLASTERBOARD LINING [GENERAL]
- 6mm VILLABOARD LINING (WET AREAS)
INTERNAL WALLS
- 70mm TIMBER STUD FRAME (UNO)
- 10mm PLASTERBOARD LINING (GENERAL
- 6mm VILLABOARD LINING (WET AREAS)
REFER TO ENGINEERS DETAILS FOR
ARTICULATION JOINTS IF REQUIRED
LEGEND:
cl
DENOTES- 112x112 TIMBER POST
© DENOTES- PHOTOELECTRIC SMOKE ALARM TO.
BCA VOL 237.2 & AS 3786
© venotes-
GAS BOTTLE/HWS LOCATION AS PER
AS 5601
@ DENOTES- WHIRLY BIRD ON ROOF
© DENOTES-sKYUGHT
FLOOR PLAN NOTES:
TERMITE PROTECTION IS TO BE PROVIDED IN
ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL
AND AS 3660.1
PROVIDE A STATEMENT OF PROTECTION METHOD
FROM A TERMITE MANAGEMENT
PROFESSIONAL IN CONJUNCTION WITH THESE
DRAWINGS AT THE TIME OF SUBMISSION FOR
BUILDING APPLICATION APPROVAL.
TOILET DOORS TO BE PROVIDED WITH LIFT-OFF.
HINGES
INSECT SCREENS TO WINDOWS AND DOORS ARE.
AS PER BUILDERS SPECIFICATIONS UNO
CONSTRUCTION IS NOT TO COMMENCE PRIOR TO
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
GAS BOTTLE LOCATION AS PER AS5601
20mm STONE BENCHTOPS THROUGHOUT
Docum
GJ. Gardner, Hones | \
nt Set ID: 20853909
THESE DRAWINGS AND DESIGN ARE
pany
PROJECT
COPYRIGHT AND WILL NOT BE USED.
(OR REPRODUCED BY ANY MEANS
WHOLLY OR PARTLY WITHOUT PRIOR
WRITTEN PERMISSION FROM -
CUSTOM.
GJ GARDNER HOMES
Sunshine Coast North
2/171 Noosa Eumundi Rd PH: 07 54 702324
Noosaville , Qld.
DO_NOT SCALE FROM THIS DRAWING
PROPOSED RESIDENCE
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS
DATE
LOWER FLOOR PLAN
(CLIENT
SALES CHRIS McNEIL
PROJECT STATUS
CONSTRUCTION DRAWINGS
CLIENT
STRUCTION DRAWING!
VERIFY ALL DIMENSIONS PRIOR TO
ERHARTER, Robert
NST
COMMENCEMENT OF ANY SITE WORKS
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN
LOCATION
LOT 6 ON RP82318
10 OPAL LANE
COOROY, QLD
SCALE HET SIZE] CLASS | WIND | ISSUE
INDICATED} AS la E
DRAWING FILE NUMBER PAGE
GJGSCN190173 3
ument Se}
VERRAN
rM SER1ON Data 36/08/2019
Page 5
COLORBOND ROOF SHEETING
‘LINEA’ WEATHERBOARD FIXED TO MANUF. SPECS. NOTES:
CLADDING (or similar) COLORBOND FASCIAS AND GANGNAIL TRUSSES TIED DOWN, BRACED,
GUTTERS FABRICATED AND INSTALLED TO TRUSS
GFCL jo MANUFACTURERS SPECIFICATIONS.
2700 = ~
GF WH SS = — — FACE AND SILL BRICKS IN ACCORDANCE
30 = — WITHAST225 AND SAA. MASONRY CODE AS3700.
POWDERCOAIED ALUM
= WINDOWS AND DOOR FRAMES
2.4x4.8 PANEL-LIFT-DOOR = SELECTED FACE AND SILL
co) BRICKS
GEFL_ _ is — 112x112 TIMBER POST ON GAL. STIRRUPS APPROVED PLANS
0 ® ARN ORT ORRRORRORRRRORRRRRORORRORR TR ORTRORRE- MCU19/0013 & RAL19/0003
/ {$2 setectep timer FRONT
( 1 ‘ T1400 ENTRANCE DOOR NOOSA COUNCIL
~~ $$ wtevr ar 9 MAY 2019
GFECL
2700
GFWH — TE =
2400 Hf { =|
Grrl _ 4 oe
0 SI IIIT NSS SY SBI SS BI SYST SSISI SI SI ISIBS SI SI NSTI SIPS SI SIBSIST EIST ST NT SIS BY SI RISD BIST SIS PISS IIE.
/\ ELEVATION 2
\ /) 42400
2700 _ ihe
GFWH vO
2400
L 4 4
GFFL {
0 SISVRV AVY SY AY VY SIT BY ST SY SI STIS SI ST NY NT NY SST SSIS RI SIS SII SV IOI STS
(nm ELEVATION 3
\ 3 1: 100
/
WHIRLY BIRD
GFCL
2700
GF WH
2400
DISS IIIS OTIS OS OY OS IV SIV IVS SOI ISOS IOI DVIS SII IOS OSI ISIS SIS SION
ELEVATION 4
1:100
(4
QO?
THESE DRAWINGS AND DESIGN ARE ONE
COPYRIGHT AND WILL NOT BE USED PROJECT JOB SPECIFICATION BY BUILDER TAKES
G G OR REPRODUCED BY ANY MEANS. PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS ELEVATIONS
rc In HOME: s CUSTOM CLIENT SALES CHRIS MeNEL PROJECT STATUS
J. : a CY, HOMES. IWRITEN PERSSON FROM CONSTRUCTION DRAWINGS
Sunshine Coast North [9 Notscate FROM THIS DRAWING CLIENT LOCATION ce coe as | me SE
2/171 Noosa Eumundi Rd PH: 07 54702324 VERIFY ALL DIMENSIONS PRIOR TO E ERHARTER, Robert LOT 6 ON RP82318 INDICATED a
Noosaville , Qld COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILE NUMBER] PAGE
[AND REFER ANY DISCREPANCIES TO CNGSCNI90173 4
Document Set ID: 2085399 BESPOKE BUILDING DESIGN COOROY, QLD
Wetan'2 Mecsion Data; 36/08/2019
Page 6
Docum The LYSAGHT® Spacer Insert has the following overflow capacity based on testing: * Overflow capacity of 1.25L/s/m length of gutter when installed as follows; Barb-6 Sping Clip - The gutter is set at the highest practical level, i.e. barb 6 of the Spring Clip - The gutter slope of 1:500 or greater. - Amaximum LYSAGHT? Spacer Insert spacing of 260mm - The LYSAGHT® Spacer Insert is positioned next to the ) Over-strap - The Over-strap is positioned next to the Spring Clip as detailed in the brochure titled LYSAGHT NOVALINE® Fascia System J aie 1 Gutter- Quad 115 Hi-Front, 5 NOVALINE® Fascia / GUTTER DETAIL NTS / dp APPROVED PLANS MCU19/0013 & RAL19/0003 NOOSA COUNCIL 9 MAY 2019 dp pr 5 Area 40 m? Area 35 m? (6 DOWNPIPES REQUIRED @40sqm/DP) 6 DOWNPIPES PROVIDED 2° Area 30 m? TOTAL ROOF CATCHMENT AREA 222 m? Area N 40 m? pp dp ROOF CATCHMENT PLAN 1: 100 dp 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 LESS THAN I IN 500 WITH SUPPORT BRACKETS AT 1.2m MAXIMUM CENTRES. BOX GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN TIN 100, IN ACCORDANCE WITH AS/NZS3500.3. THE WIDTH OF VALLEY GUTTERS SHALL BE IN ACCORDANCE WITH AS/NZS3500.3 AND BCA PART 35.2, REFER TO ROOF SHEETING MANUFACTURERS. SPECIFICATIONS FOR LIMITATIONS ON SHEET OVERHANGS INTO VALLEY GUTTERS. THE MAXIMUM ROOF CATCHMENT AREA FOR VALLEY GUTTERS IS 20m2. VALLEY GUTTERS ON ROOFS PITCHED LESS THAN 12.5° MUST BE DESIGNED AS BOX GUTTERS. DOWNPIPES MUST SERVE NOT MORE THAN 12 METRES OF GUTTER LENGTH FOR EACH DOWNPIPE WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE TO VALLEY GUTTERS. EAVES GUTTERS MUST BE PROVIDED WITH AN. OVERFLOW SYSTEM WHERE DOWNPIPES ARE LOCATED MORE THAN 1.2 METRES FROM A VALLEY GUTTER TABLE 3.5.2.1 5 MINUTE DURATION RAINFALL INTENSITY NOOSA HEADS - 20YEARS 258mm/h -100YEARS 331mm/h RAINFALL DURATION INTENSITY TABLE 3.5.2.2 GUTTER & DOWNPIPE SELECTION FROM TABLE A & B 40sqm - A - MEDIUM RECTANGULAR GUTTER or D- 125mm D GUTTER FROM TABLE C 90mm DIAMETER DOWNPIPE 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/5) USE CONTROLLED BACK GAP (SEE DETAIL) = 1.25 L/s/m x 12.0m = 15.0L/s THESE DRAWINGS AND DESIGN ARE moe, COPYRIGHT AND WILL NOT BE USED. (OR REPRODUCED BY ANY MEANS BUD )) WHOLLY OR PARTLY WITHOUT PRIOR WRITTEN PERMISSION FROM - GJ GARDNER HOMES GJ. Gardner. Howes LANE iS PROJECT PROPOSED RESIDENCE CUSTOM JOB SPECIFICATION BY BUILDER TAKES PRECEDENCE OVER THESE PLANS DATE ROOF CATCHMENT PLAN CLIENT SALES. CHRIS McNEIL PROJECT STATUS CONSTRUCTION DRAWINGS Sunshine Coast North 2/171 Noosa Eumundi Rd PH: 07 54 702324 Noosaville , Qld. DO_NOT SCALE FROM THIS DRAWING VERIFY ALL DIMENSIONS PRIOR TO € [mmaoelac [aw COMMENCEMENT OF ANY SITE WORKS AND REFER ANY DISCREPANCIES TO BESPOKE BUILDING DESIGN ‘CONSTRUCTION DRAWING! NSTRICTONDRAW nt Set ID: 20853909 CLIENT ERHARTER, Robert LOCATION LOT 6 ON RP82318 10 OPAL LANE COOROY, QLD ‘SCALE HET SIZE] CLASS | WIND INDICATED] AS la ISSUE E DRAWING FILE NUMBER | PAGE GJGSCN190173 6 iment Se} Oferta ict Weeiony StslOK Dates 36/08/2019