Council archive · source document
08/0529 - Approved Plan [As Published] · 142008.529
Plans and drawings: the text below has words only, no drawings.
wt Permit Operational Works No: 2222... D FOR AL MOE. LZ —~ ey shine Coast Regional Council FLOOR AREAS LOWER LEVEL 144.18? UPPER LEVEL 82.32m? DECKS LOWER 91.57m? DECKS UPPER 24. 52m? GARAGE/ STORAGE 36.00m? WALKWAYS 20.40m? SITE COVER SITE AREA (residence 2) 800.81 m? BUILDING FOOTPRINT 195.42m? SITE COVER 24.4% GENERAL NOTES Toilet doors are to open outwards or be fitted with lift off hinges in accordance with part 3.8.3.3 of BCA Housing Provisions. All glazing in buildings to comply with the requirements of part 3.6 of BCA2006 Housing Provision and AS1288/2005. A glazing certificate from the manufacturer for compliance with AS1288 must be provided on completion. Where existing crossover is modified the builder shall construct Kerb & Channel to match adjacent and to local authority requirements. All Balustrading to Decks shall be engineer certified. Builder to allow for disposal from site all waste Materials during demolition and construction period. Uy Bw 42.14 J IResipence 2] TANKING OF HABITABLE AREAS All steps in floors where retaining walls have been installed or where retaining walls are used as external walls of habitable rooms are to be waterproofed by an approved tanking system and installed by an accredited installer. The approved system is to be certified for compliance upon completion. BUILDING WORKS SETOUT Building Works to be setout by Licensed Surveyor. Identification and height verification survey to be cartied out once fascia/gutter and ridge to roof has been erected to confirm no works encroach boundaries and the building has been constructed in accordance with approved plans and height does not exceed 9.0m maximum height limit EXCAVATIONS Any required sheet piling is to be designed and certified by RPEQ so as to support likely imposed loads and not cause or allow damage to adjacent building works or land. All boundary works, including temp. works not to encroach over boundary. Builder to make allowance to prop, shore and retain the sides of all excavations required for building construction. The builder shall satisfy himself as to employ prior to commencing ‘any’ excavation. Any slippage or damage caused as a result of excavation shall be made good by builder. Adequate retention methods are the full responsibility of the builder. WATER _ PROOFING WET AREAS Waterproofing of wet areas to comply with AS3740-2004. A certificate including bathrooms, WC and laundry from an approved waterproofing applicator will be required before a final Certificate can be issued. <b 195 ~ > — etoreny =e Se SURFACE WATER DRAINAGE The ground beneath suspended floors must be graded so that the area beneath the building is above the adjacent external finished ground level and surface water is prevented from ponding under the building. Refer figure 3.1.2.3 of BCA 2006 Housing Provisions. The external finished ground level surrounding the building must be graded to a slope not less than 50mm over the first 1.0m from the building in accordance with Figure 3.1.2.2 of BCA 2006 Housing Provisions. The finished ground level is to be a minimum of 150mm below ground floor level. STORMWATER Roof & surface stormwater to be disposed of in accordance with local authority requirements SEWERAGE Connection of house drains to sewer main to be carried out in accordance with local authority requirements ENERGY EFFICIENCY REQUIREMENT Pro Therm "Reflecta Cell’ 7mm insulation to installed to all roof spaces (excluding decks) to manufacturer's direction. Pro Therm "Reflecta Shield® 4mm insulation to be installed to all exterior framed walls and framed floors in accordance with manufacturer's direction : All extemal doors and windows to be fitted with a seal to restrict air infiltration Hot water systems shall be fitted with a heat trap within one metre of the outlet of the heater and __ before the first branch. All exhaust fans to conditioned spaces to be fitted with a self closing damper. SUB-FLOOR VENTILATION Note: The sub-floor space beneath the suspended floor of a building must be designed and constructed in accordance with Part 3.4.1.2 of BCA 2006 Housing Provisions. WATER SUPPLY Water Supply: Connect to estate mains in accordance with development approval and local authority requirements If mains water pressure exceeds or could exceed 500kPa, a water pressure limiting device shall be installed to ensure that the maximum operating pressure at any outlet within the boundaries of the property does not exceed 500 kPa. TERMITE PROTECTION TERMITE PROTECTION The building shall be protected from subterranean termites by approved physical and/ or chemical barriers in accordance with AS3660.1. The precise method of protection shall be determined by the owner/ s and/ or builder only after consultation with a licensed pest control Operator. This information then shall be advised to the Local Goverment or Licensed Certifier prior to, or at the time of lodgement of the Building Permit Application. Thereafter, the owners shall ensure that any physical barriers are kept clear of garden beds and/ or soil build up, that any chemical barriers remain undisturbed and that annual inspections (plus eradication as necessary ) are carried out thoughout the life of the building by a licensed pest control operator in accordance with AS3660.1. On the completion of the building prior to the final inspection by the licensed Building Certifier, a licensed Pest Controller is to inspect and confirm that the termite system installed has not been bridged or breached and the required visual barrier has been maintained. be ARCHITECTURAL DRAWING SET 100 series drawings - SITE PLANS WD 101 -Cover Sheet/ General Notes/ Site Plan WD 102 -Existing Site Plan 200 series drawings - PLANS WD 201 -Lower Level Floor Plan WD 202 -Upper Level Floor Plan WD 203 -Roof Plan WD 204 -Lower Level Dimension Plan WD 205 -Upper Level Dimension Plan 300 series drawings - CEILING PLANS WD 301 -Lower Level Reflected Ceiling Plans (RCP) WD 302 -Upper Level Reflected Ceiling Plans (RCP) 400 series drawings - ELECT PLANS WD 401 - Lower Level WD 402 - Upper Level 500 series drawings - ELEVATIONS WD 501 -Elevations E & S WD 502 -Elevations N & W 600 series drawings - SECTIONS WD 601 -Sections A&B WD 602 -Sections C & D WD 603 -Sections E & F 700 series drawings - DETAILS WD 701 -Details - Genera! Details WD 702 -Details - Poo! Details WD 703 -Details - Roof Details WD 704 -Details - General Details 800 series dwgs - JOINERY WD 806 - Kitchen WD 807 — Kitchen WD 808 ~ Laundry 900 - series - SCHEDULES WD 901 -Window Schedule WD 902 -Door Schedule REAL PROPERTY DESCRIPTION Lot 48 on RP52918. & Lot 1 & 4 RP108495 Parish of Weyba, County of Marsh. Little Cove Road, Noosa Heads Q. WALL & FLOOR LEGEND RC Block (-—) Reinforced Concrete ‘=== Timber Framed Wall Finished Floor Level generally +s.3500 Spot Level r.350 Reduced Level tow3500 Top of Wall level sri3500 Structural Floor Level Smoke alarms must comply with AS 3786 and be connected to the consumer mains power. Smoke alarms must be located in accordance with part 3.7.2.3 of the building code of Australia. Li Ie. kidd ae designers - 20 Duke Street Sunshine Beach QLD 4567 PO Box 262 Noosa Heads QLO 4567 07 5447 5633 07 5447 5833 Telephone Facsimile [email protected] wwew.kiddco.com.au This drawing is to be read in conjunction with Engineers Drawings & Reports. Construction to comply wth al relevant SAA & BCA Codes & standard Bidg By-law 1975 & as amended Verify al dimensions on T2 - Tender revision 05.06.08 T4 “adjusted driveway width. “large existing tree plotted near driveway. & T1 - tssued for tender 18.04.08 Project RESIDENCE 2 Location 14 LITTLE COVE NOOSA HEADS Client POWELL Drawing Tie Site Plan Scale Date as shown MAR 08 Job Net Drawn By IEW/DDT 0611 Drawing No. Issue No. WD.101 (22)
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Page 3
DRAWING SIZE - Al
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES AND
BURIED 300 INTO STABLE
GROUND.
1200(L) 50 Sq. HOWD ses
1800 ctrs DRIVE 600 INT
ND.
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40 7 . AREA : 718.87m2
i _ PROPOSED NEW
- RESIDENCE 4
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SEWER
MANHOLE
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35.48 IL
56
LEGEND
__---'7 INDICATES EXISTING SURFACE
40.99 CONTOUR AND LEVEL 70 AHD.
~—2L_ SILT RETENTION FENCE TO DETAIL
Ro INDICATES COMPACTED FILL TO
98% RELATIVE DENSITY
| = .
i
ae
SHADED AREA INDICATES ZONE
OF INFLUENCE OVER EXISTING
COUNCIL SEWER LINE
SHE PLAN
(scale 1:100)
PROPOSED NEW PROPERTY BOUNDARY
REFER 17268-OW2 FOR PROPOSED
STORMWATER DRAINAGE ARRANGMENT
20-40mm AGGREGATE
HARD STAND OVERLAY
FOR DELIVERY’S DURING
CONSTRUCTION.
COMPACTED FILL UNDER
TO 98% STANDARD
BLOCK
RETAINING WALL
2.2m Ht Max
—_ —_
a
eo LOT 1
AREA : 800.81m?
PROPOSED NEW
RESIDENCE 2
_
SEWER
MANHOLE
\ on CUT EXISTING
BITUMEN AND PROVIDE
SMOOTH TRANSITION
WITH DRIVEWAY,
CONCRETE DRIVEWAY
~ TO FUTURE DETAIL.
\
D0 NOT SCALE FROM THIS DRAWING
detols contained on this ond cssociated
cpr ot ovr fom ud erro! wo written pervion of
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AMEND DATE DESCRIPTION
issue: FOR APPROVAL
Sccinin Sa ENGINEERS es)
structural - Geotechnical Ne
ABN 40 098 481 899
18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544
Title:
OPERATIONAL WORKS
Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads
Dra No. 17268-OW1 few |
Page 4
DRAWING SIZE - Al
MANAGEMENT PLAN
— Ensure the inflow into the pit is protected with
an approved leaf and silt guard.
— The pit MUST be wrapped in geofabric cloth as
specified.
— The pit should be backflushed on a regular basis
(3 months) to remove any silts or similiar
materials.
~ The pit should only be used for the disposal of
stormwater.
Settlement 100mm
Allowance.
Topsoil Bund
10 |
Grid of Slotted
Agg pipes 150 min
clearance to base. As per plan
STORMWATER SOAKER PIT DETAIL
Slotted horizontal
agg laterals
pipes equally spaced.
(A \ TYPICAL SECTION ~ A - A
Oy DETAILS
Pipe Grid at Base
GEND
7:77 INDICATES EXISTING SURFACE
48.00 CONTOUR AND LEVEL TO AHD.
FAL, INDICATES DIRECTION OF FALL
TO FINISHED DRAINS.
450Sq GRATED FIELD INLETS,
EE] pre-cast concrete.
+309 =~ INDICATES PROPOSED FINISHED R.L SPOT
SURFACE LEVELS.
As per plan
\ comm clean
aggregate encased
As per plan
Wet tooled 125 Thick —
control pit. \ driveway slab. 2/908 vPVC
Cut every 2nd
NOMINAL KERB Barri
SETOUT LINE arnier
, Kerb to
é detail
ROOF DRAINAGE
ALL ROOF DRAINAGE TO DRAIN TO Q
PROPOSED WATER TANKS. FINAL -
DOWNPIPE LOCATIONS TO FUTURE 8 ____ Extend sub-base 150mm
DETAIL. passed back of kerb.
Depth { Subgrade preperation, refer
determined PAVEMENT MATERIALS general notes.
on-site. 125mm N25 Concrete pavement, SL82 Mesh Middle
100 Base course type 2.1 CBR 40 OR Compacted Sand Base
Sub—grade preperation in accordance with specifications/notes
ROP ET E2UND Ap, CONCRETE DRIVEWAY SECTION
_ PROPPING TO 190 BLOCK
% ———~ RETAINING WALL DURING
COMPACTED FILL TO 98%
STANDARD, PROVIDE BACK
ry ;
FFL 43.515 Slam. +E ee CONSTRUCTION
GARAGE a a 7.
Ay Tae
ee
i We co a
a eso
SFio\ ea ~~
—— 1-7 I
t}GPI a
Ba Eg” !
/
RESIDENCE 2
LOT 2
AREA : 718.87m?
PROPOSED NEW
RESIDENCE
FFL 43,765
GARAGF
LOT 1
AREA : 800.81m?
PROPOSED NEW
RESIDENCE
TANK OVERFLOW
3(No.) ey eo -
SL72 mesh
wire along line middle STORMWATER SOAKAGE . ———
of joint. PITS TO DETAIL. 2/900 PVE = RGSS
TANK OVERFLOW ERTY 5
TJ) TOOLED JOINT DETAIL DRIVEWAY WORKS AND DRAINAGE
Sunshine Coast Regional Council
Development Permit Operational Works tio: 262".
Under no circumstances may the Plan & Specitications be departed
from within the written approval of Councit.
PLANS
START OF EXISTING
BITUMAN DRIVEWAY
CE ow
eee FLEE, eset
not scale from this drowing.
dimensions in
ting out dimensions are to be obtained from the orchitectura!
to the engineer i
is responsible for locating ofl existing services within and
sholl ensure thot oll new marks are in
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DO NOT SCALE FROM THIS DRAWING
Beacate rena ree
SCG Consulting Engineers.
CONSULTING ENGINEERS
SC ructural - Givil - geotechnical
st
ABN 40 098 481
18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) §447 5544 Fax (07) 5447 2634
Title:
DRIVEWAY WORKS & DRAINAGE
Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads
eam oe [|
em 7266-0W2 A
Page 5
DRAWING SIZE — Al
Sunshine Coast Regional Council
Development Permit Operational Works No: 26LE.. LET...
veneene ees eeen ete Cele peter ses beta verscctsitiiinis nnn sig eee sane eee enegeeees
DISTANCE] =| DESIGN S.
RP BOUNDARY
GARAGE
FFL 43,765
tees Ty 1in 40
RL 41.000
v.
Grated EXISTING BIT
drain DRIVEWAY
RESIDENCE 2 DRIVEWAY GRADE ELEVATION
DO NOT SCALE FROM THIS DRAWING
D> = > The design ad cesocioted detale contained on this ond cenocioled dravings we
2 nr co oO copyright and ore not to be used or reproduced without the written permission of
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32.82 | 42.883
DISTANCE| | DESIGN Sul
GARAGE
FFL 43,9515
A CONSULTING ENGINEERS
SCG srutura - civil - geotechnical
&
Un 1 in 40
RL 41.000
Vv
18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544 Fax (07) 544
Grated EXISTING BIT Title:
POWELL RESIDENCE
Little Cove Rd, Noosa Heads
ae |
pare 7268-OW
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