08/0529 - Response to Information Request [As Published] · 142008.529

Page 2

ENERGY EFFICIENCY
REQUIREMENT

Pro Therm "Reflecta Cell" 7mm insulation to be
installed to all roof spaces (excluding decks) to

ARCHITECTURAL DRAWING SET

RESIDENCE 2 kidd

 

 

manufacturer’ direction. 100 series drawings - SITE PLANS +CO

Pro Therm "Reflecta Shield” 4mm insulation to WD 101 -Cover Sheet General Notes/ Site Plan .

be installed to all exterior framed walls and WD 102 -Existing Site Plan designers

framed floors in accordance with manufacturer's . .

direction ; __ 200 series drawings - PLANS so uke Sent

All external doors and windows to be fitted with a wo 204 -Lower Level Floor Plan Sunshine Beach QLD 4567

seal to restrict air infiltration WD 202 -Upper Level Floor Plan popx22. SOS
. WD 203 -Roof Plan Noosa Heads QLD 4567

Hot water systems shall be fitted with a heat trap wp 204 -Lower Level Dimension Plan Telephone AT 6883

within one metre of the outlet of the heater and wr 205 -Upper Level Dimension Plan Facsimfe 07 5447 5833

before the first branch.
~ [email protected]

All exhaust fans to conditioned spaces to be 300 series drawings - CEILING PLANS sesisscoconau

 

 

82.32m?

  

 

 

 

 

 

 

 

 

 

 

 

 

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/

WD 701 -Details - Genera! Details
WD 702 -Details - Pool Details
WD 703 -Details - Roof Details
WD 704 -Details - General Details

800 series dwgs - JOINERY
WD 806 ~ Kitchen
WD 807 - Kitchen
WD 808 — Laundry

fitted with a self closing damper. WD 301 -Lower Level Reflected Ceiling Plans (RCP) This drawing is tobe
WD 302 -Upper Level Reflected Ceiling Plans (RCP) Een
SUB-FLOOR VENTILATION 400 series drawings - ELECT PLANS ‘essexor
Note: The sub-floor space beneath the WD 401 - Lower Level eiyOyon 1s
suspended floor of a building must be designed WD 402 - Upper Level
and constructed in accordance with Part 3.4.1.2 eos
of BCA 2006 Housing Provisions. 500 series drawings - ELEVATIONS —gaywis Ree
no WD 502 Elevaons N&W craters
-Elevations drawings remain the
ra WATER SUPPLY prope of he autos
Water Supply: Connect to estate mains in 4 i . CONSULTANTS
accordance with development approval and local 600 Senes drawings SECTIONS SucuedEnaess
authority requirements WO 601 -Sections A & B Cortct Sean Shape
WD 602 -Sections C & D Pre ta
If mains water pressure exceeds or could WD 603 -Sections E & F ae
exceed 500kPa, a water pressure limiting device . . Contec Ph Hess
shall be installed to ensure that the maximum 700 series drawings - DETAILS Era pchasshipordoon

DECKS LOWER 91.57m? se 3 Ss -
DECKS UPPER 24 52m? me tid —, es son barriers in accordance with m Tris 0506.08 7
GARAGE/ STORAGE 36.00m? Tose Is os ~~ “ 900 - series - SCHEDULES "ae ecg oe plotted near
2 ™. f.

wats 20.40 ~o~d Sm The precise method of protection shall be WD 901 -Window Schedule “a
SITE COVER TANKING OF HABITABLE determined by the owner/ s and/ or builder only WD 902 -Door Schedule
SITE ADEA beeline ———{——— Eee after consultation with a licensed pest control
STEAREA(esience2) 80081 AREAS EXCAVATIONS SURFACE WATER sree res contol REAL PROPERTY
ERR aa — .. Any required sheet piling is to be designed and DRAINAGE DE SCRIPTION

6 All steps in floors where retaining walls have certified by RPEQ so as to support likely The ground beneath suspended floors must be This information then shall be advised to the Lot 48 on RPS2918

been installed or where retaining walls are used imposed loads and not cause or allow damage graded so that the area beneath the building is Local Govemment or Licensed Certifier prior to, AL fe Fe 108195

GENERAL NOTES as external walls of habitable rooms are tobe tg adjacent building works or land. above the adjacent extemal finished ground or at the time of lodgement of the Building Permit & 4°

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

waterproofed by an approved tanking system
and installed by an accredited installer.

The approved system is to be certified for
compliance upon completion.

All boundary works, including temp. works not to
encroach over boundary.

Builder to make allowance to prop, shore and

level and surface water is prevented from
ponding under the building. Refer figure 3.1.2.3
of BCA 2006 Housing Provisions.

The extemal finished ground level surrounding

Application.

Thereafter, the owners shall ensure that any
physical bariers are kept clear of garden beds
and/ or soil build up, that any chemical barriers

 

Parish of Weyba, County of Marsh.
Little Cove Road, Noosa Heads Q.

WALL & FLOOR LEGEND

T1 - Issued for tender 18.04.08

requirements of part 3.6 of BCA2006 Housing BUI LDING WORKS retain the sides of all excavations required for the building must be graded to a slope not less remain undisturbed and that annual inspections (ZZZA RC Block RESIDENCE 2
Provision and AS1288/2005. A glazing certificate SETOUT building construction. The builder shall satisfy _ _ than 50mm over the first 1.0m from the building (plus eradication as necessary ) are carried out (1) Reinforced Concrete Location
from the manufacturer for compliance wih VEY! himself as to employ prior to commencing ‘any’ in accordance with Figure 3.1.2.2 of BCA 2006 thoughout the life of the building by a licensed Timber F d Wall 14 LITTLE COVE
AS1288 must be provided on completion. Building Works to be setout by Licensed excavation. Any slippage or damage caused as. Housing Provisions. pest control operator in accordance with Imber Framed Wal NOOSA HEADS
Surveyor. a result of excavation shall be made good by AS3660.1. fri3s0q Finished Floor Level generally POWELL
Where existing crossover is modified the builder builder. Adequate retention methods are the full The finished ground level is to be a minimum of «350 Spot Level Drawing Tee
shall construct Kerb & Channel to match _ Identification and height verification survey tobe responsibility of the builder. 150mm below ground floor level. On the completion of the building prior to the , ne d Level
adjacent and to local authority requirements. carried out once fascia/gutter and ridge to roof final inspection by the licensed Building Certifier, 13500 educed Level Site Plan
has been erected to confirm no works encroach WATER PROOFING WET STORMWATER ; _ @ licensed Pest Controller is to inspect and towasoo Top of Wall level Scde Date
All Balustrading to Decks shall be engineer boundaries and the building has been AREAS Roof & surface stormwater to be disposed of in confirm that the termite system installed has not sr.ase Structural Floor Level asshown MARO8
certified. constructed in accordance with approved plans ee ith accordance with local authority requirements been bridged or breached and the required ~~ Drawn By Job No:
¥ | Waterproofing of wet areas to comply with
and height does not exceed 9.0m maximum visual bartier has been maintained. lEW/ DDT 0611

Builder to allow for disposal from site all waste
materials during demolition and construction
period.

height limit

AS3740-2004. A certificate including bathrooms,
WC and laundry from an approved waterproofing
applicator will be required before a final
certificate can be issued.

SEWERAGE

Connection of house drains to sewer main to be
carried out in accordance with local authority
requirements

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.

Drawing No. Issue No.
WD.101 (12)

Page 3

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‘oBeuoys se6 9] TN

Page 6

DRAWING SIZE — Al NOMINAL KERB Barrier
SETOUT LINE

! Kerb to

é detail

    
  
  

 

  
  
  
  
  

 

    
       
 
  
 
 

   
    

 

 

 

 

 

ROOF DRAINAGE ‘o
MANAGEMENT PLAN ALL ROOF DRAINAGE TO DRAIN TO N
— Ensure the inflow into the pit is protected with PROPOSED WATER TANKS. FINAL
an approved leaf and silt guard. DOWNPIPE LOCATIONS TO FUTURE Ss ” ____ Extend sub-base 150mm
— The pit MUST be wrapped in geofabric cloth as DETAIL. ~| sS passed back of kerb.
specified.
— The pit should be backflushed on a regular basis START DF EXISTING
3 months) to remove any silts or similiar ~
(5 month ) y Depth | Subgrade preperation, refer BITUMAN DRIVEWAY
— The pit should only be used for the disposal of determined — pavEMENT MATERIALS general notes.
sj . CONSTRUCTION NOTES.
stormwater. on-site. 125mm N25 Concrete pavement, SL82 Mesh Middle GRA:
100 Base course type 2.1 CBR 40 OR Compacted Sand Base J, Og rot soaie kom tis owng
Settlement Surface Concrete Sub—grade preperation in accordance with specifications/notes Sage Snarnene a f2be ei Go Be een
Allowance 100mm Bund encased PROP Ep 4. Any crepancis between tee crowing nd the crctectur dawiye
. ' un ore n anges immedcidy
Topsoil J overflow grate. aly 20unp Ry CONCRETE DRIVEWAY SECTION COMPACTED FILL TO 98% sat be aient ont sa eens t atng savers within and
10 STANDARD, PROVIDE BACK Tso,
. FOOTPATHS AND DRIVEWAYS:
. OO PROPPING TO 190 BLOCK 1 Exige tobe om aa tp removd
Flow S _ « - RETAINING WALL DURING 5 Gonrla Svea fo be mm Oi mcg ey ed erat,
Ss FFL 43.515 S +E ee CONSTRUCTION 2 cones arcs tderonce +5 ran ovr 3m
. 5 GARAGE = 7 font ft A150 pd cod ch ph
. a” Op pee 7. Expansion jaints to be 10mm wide wet tooled with every 2nd mesh wire
Grid of Slotted = ce WOR @ One oxen pot paid fr ech ott
Agg pipes 150 min \ Tt 10M sao to be ald nd feat roered pe at
clearance to base. As per plan 20mm clean a FLUNG NOTES: ~
aggregate encased a — — ral CP1 ao ~The site is to be scraped clear of all orgmnic materi and Sebi, »
(A mn geofebric. / seen arin re eta re
ran sufficient 10 ochieve @ blow count of 7 blows per 300mm with on approved
} t

 

 

STORMWATER SOAKER PIT DETAIL p\s fF & armas tetas eto
eral content of less than 12% ici Index less than 25% Linear shrinkage of

 

RESIDENCE 2

 

 

 

Slotted horizontal
agg laterals
pipes equally spaced.

 

 
  
 
  

 

LOT2
AREA : 718.877
PROPOSED NEW
RESIDENCE

     
   
  
    
   
   
    
   
 
 

FFL 43.765
GARAGE

 

L
3
e

 

 
 

 

   

As per plan

 

 

 

 

    

LOT taininum of 98% dry density os determined by compaction testing in
(RY TYPICAL SECTION ~ A — A AREA: moon? Sn I ay ih tn
4 DETAILS

PROPOSED NEW
RESIDENCE

 

 

 

 

 

 

 

 

 

 

 

Pipe Grid at Base

 

 

 

 

 

 

 

 

 

 

's84¢ CONSTRUCTION

Socamaanty am, &

ABN 40 098

 

Wet tooled
LEGEND control pint. \\ driveway slab. 2/908 vPVC

_.--7'7 INDICATES EXISTING SURFACE TANK OVERFLOW
49.9 CONTOUR AND LEVEL TO AHD.

ra, INDICATES DIRECTION OF FALL rn fe ne ee =<

TO FINISHED DRAINS. fp 2
5° 450Sq GRATED FIELD INLETS, Cut every 2nd SL/2 mesh 3(No.) 4.0x1.0x1.0m(D) .

18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544

Title:
DRIVEWAY WORKS & DRAINAGE

  

      
 

PRE-CAST CONCRETE. wire along line middle STORMWATER SOAKAGE 7 OH Project
+35] INDICATES PROPOSED FINISHED R.L SPOT of joint. PITS TO DETAIL 2/908 vPVC PRE a POWELL RESIDENCE
SURFACE LEVELS, TANK OVERFLOW "Y Boo Little Cove Rd, Noosa Heads
TJ) TOOLED JOINT DETAIL DRIVEWAY WORKS AND DRAINAGE ay

Fan ae
pew r7268-0W2 FA

Page 7

DRAWING SIZE - Al

 

 

 

15.81

 

RP BOUNDARY

GARAGE
FFL 43,765

 

 

RESIDENCE 2 DRIVEWAY GRADE ELEVATION

 

 

 

EXISTING BIT
DRIVEWAY

 

 

 
 

42.400 |

42.776
42.400

 

 

 

to

 

11.39
15.81
20.89

   
          
   

26.42

 

RP BOUNDARY

GARAGE
FFL 43,515

 
   

 

 

1in a2 MUL 1in 40
RL 41.000
v

Grated
drain

RESIDENCE 1 DRIVEWAY GRADE ELEVATION

 

 

   

EXISTING BIT
DRIVEWAY

    

  
   

DO NOT SCALE FROM THIS DRAWING
The design and caeccioted detals contained on this and oneocioted drasings are
to be weed or reproduced without the witten permission of

   
 

 

 

 

 

 

 

 

 

 

[aweno [vare | oescrpnon [are

'54°'CONSTRUCTION

DEBUILD TA Oo G NG RS &
SCG Stic» cl : geolecliical

   
     

 

18 DUKE STREET SUNSHINE BEACH QLO.4567
Ph (07) 5447 5544 Fax (07) 5447 2634

Title:
DRIVEWAY GRADE ELEVATION

Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads

eon ow
pe rrze6-Owe =|