09/0325 - MCU - Detached House [As Published] · 132009.325

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[ GENERAL NOTES / /

ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF /
AUSTRALIA

~. / iM RA De Sign GomasyPlLt0) absate no 11351
THE QUEENSLAND BUILDING ACT AND 10 THE REQUIKEMENTS OF ms / Stor ter .

1/33 Premier Circuit
i‘Kawana Junction
(Queensland 4575

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LOCAL AUTHORITY s,

% utlefFors, 8 m Lots
SEWERAGE AND | LOOR WASTES TO DISPOSAL SYSTEM Sf ‘ Driveway Grate™~ ba = 90°00'CG" hae
AS APPROVED BY THE LOCAL AUTHORITY, ANG IN ACCORDANCE ~y ms Le ee 40.891 2,000 OMP BRE
WITH THE SEWERAGE AND WATER SUPPLY ACI : / Ora Sa : ' <> Fence 0.40 West
CONNECT DOWNPIPES TO STREET VIA TUUMM PVE PIPL OR AS fe ee. Peg EG STi gp pe > - ~ : —- = -- — c- se - — = - & - Se SR ve rence v. est
Lp ft Ce ! 4

paterA |~@ oS ou Peg Pid

im

REGUIRE D BY THE LOCAL AUTHORITY
- | I
Vandsfsping a — va eee . Highest Point RL oS LT
Mat ake ssa Sey eee =e 7857 Above NGL
= . wee Hoe 2 4 = ae 0 oe poe Ne : -

ENGURE THE GROUND LEVEL FALLS MIN 1 20 900mm AWAY FROM
Paya NS ; Cag Pe

 
    
    

 

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Fil Of 5493 6971
{Edi [email protected]
IAMFNOMENT SCHFOULE

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THE BUILDING LINE
PROVIDE AND MAINTAIN t ROSION ANU SEDIMEN1 CONTROL
STRUCTURE S TO PERIME TER OF WORK AREA,

DO NOT SCALE FROM DRAWING THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS SETBACKS, AND LEVELS OF
SERVICES ON SITE, BEFORE COMMENCING WORK CONTRACTOR i5,
RESPONSIBLE FOR MAINTAINING STABILITY OF THE STRUCTURE
UNTIL COMPLETION ANS SHALL ENSURE THAT NO PART OF 1 HE
STRUCTURE 1S OVLRSTRESSED BY CONSTRUCTION LOADING

TERMITE PROTECTION TBM

LICENCED CONTRACTOR TO PROVIDE TERMITE BARRIER TO
PERIMETER OF SUAB AND ALL PLINE TRATIONS IN ACCORDANCE -
WITHA S 3660 1, PART 313. OF THE BCA AND RELEVANT R/S in Kerb
AMENDMENTS

eAlTACHMEONTS TO BUH_DING SUCH AS DOWN PIPES MUST HAVE A Ty

NOMINAL GAP TO ALLOW CLEAR ANO. UNINTERUPPIED VisuaAL RL 48 . 676 An D
INSPECTION ACCROSS THE INSPECTION ZONE

*STRUCTURES SUCH AS STEPS, VERANDAHS, PORCHES, ACCESS
RAMPS, CARPORTS, RELLISES, DECKS, HOT WATER SYSTE MS, AIR
CONDITIONERS OR THE LIKE: WHICH ARt NOT PRIVIDED WITH ONE
OF THE BARRIER SYSTEMS DE SCRIBED IN [HIS PART, MUST BE.
SEPARATED FROM THE BUILDING BY AGAP OF NOT LESS THAN,
25mm, TO ALLOW CLEAR AND UNINT ERUPPTED VISUAL INSPECTION
ACCROSS THE INSPECTION ZONE.

*WHERE Al TACHMENTS OR STRUCIURES AS OUTLINED ABOVE
ABUT 4 BUILDING AND 1 HERE IS NO CL AR GAP A BARRIER MUS]
BE PROVIDED TO HE ATTACHME NT, RE GAROLESS OF THE SWE OF
THE ATTACHMENT

eHARKIERS MUST NOT BE BRIDGED BY STRUCTURES, FITTINGS OR
OTHER ATTACHED TO THE MAIN BUI. DING, NOR SHALL THEY BE
BREACHED BY THE INSTALL AFION OF SERVICE ENTRY POINT,
DOWN PIPES ADDITIONAL SLABS AND Pal HS, LANDSCAPING,
GARDENS OR SIMILAR UNLESS: ADDITIONAL BARRIFHS ARE USEL
FO ELIMINA!F CONCEALED ACCESS BY TERM TES TO THE
STRUCTURE

CORROSION PROTECTION

ALL METAL USED IN STRUCTURAL TIMBER CONNECTIONS, SHALL BE
PROVIDED WITH CORROSION PROTEC TION APPROPRIATE FOR THE
PARTICULAR CONDITIONS OF USE WHERE CORROSION
PROTECTION OF STEEL 4S RE GUIRED IT SHALL BE: IN ACCORDANCE
WITH ASINZS 4/91, AS 1397 and AS 1244 THE LEVEL OF
CORROSION PHOTE CHON PROVIDED SHALL TAKE INFO
CONSIDERALION WEATHER € XPOSURE, TIMBER TREATMENT,
MOISTURE AND PRESENCE OF SALT THESE SHALL SAIISEY THE
REQUIRE MENTS OF THE RELEVANT AUTHORITY WHERE OTHER
TYPES OF CORROSION PROTECTION ARE PROVIDED,

ENERGY EFFICIENCY
THESE PLANS ARE SUBJECT TO BE KS. ASSESSMENT
INSULATION NOTE S

PROVIDE KZ 5 [OCEILING
- PROVIDE MIN R15 TO EXTERNAL WALLS

40% OF FLOOR AREA TO HAVE APPROVED ENERGY E EFFICIENT
LIGHTING
AWALER HEATER £O BE AN APPROVED F NERGY EFFICIENI
GAS SObAR, OR HEAT PUMP INSTALLED BY LISCENCED
TRADESPERSON

STANDARDS REFERENCE

DESIGN SHALL COMPLY TO ALL RELEVANT AUS] RALIAN STANDARUS
& GENERAL BUILDING PRACTICE KEFRENCES SOME USTED BELOW
BUILDING CODE OF AUSTRALIA 2006

AS16842 1999 RESIDENTIAL TIMBER RAMED CONSTRUCTION
AS3600 - CONCRETE SIRUCIURES

AS4100 STEEL STRUCTURES,

AS3700 - MASONRY STRUCTURES

 
    
   
 

 

   

     

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Finshed Pad | Wortung Oramngs

rar
F Level 50.300

“FFL 50,350 =f Roof Sheeting Fixed - |

ee TOT cb ERwinwalt Profile). P

ts N bre $5,890 Top Of Bund Sane Nae rte)
Suspended Concrete S DS ie Te EQ pS lane
Ta Eng. Specs. seen p00 H.-S. .

OPK al

See Se ~*~ i
rau“_t(
uspended Concrete Sab

ToEng. Specs. $57,000 Ri stab
Suspended Concrete Sab — — ee LF Ld

To Eng. Specs. $56.40 RL Stab p . d
ropose
1 y Residence

FALL
FFL 50.400
Ground Floor

 

    

     

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Lot 2 Allaimbi Rise: RP88575

  

  
  

 

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ite Coverage = 41.90% Approx.
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= AE. - —= RO - -- Se ty
, Edge of Conc Driveway

Pe I Wire Fence” | GiNail plc
. 2. _ 14,056 Set Out Bianksia

N om fall . =
~ Cnr Wall in top fence post
AS3500 WATER SUPPLY

ee - Te | 4 | 7
0.204H Block Wall 3.4 hign S  @.017m : 40
ASIH00 WATE SUPA Block Wall 0.60 high ciear of | soraare
AS3060 CONTE BROLECTION boundary RP52918

AS374U - WAELRPROOFING OF WLT AREAS KESIDENTIAL ~

CONSULTANTS.

Ri FE CONSULTING ENGINEERS SPECICATION FOR

# SOIL TES1 1 SITE CLASSIFICATION - .
51 AB AND FOOTING DESICN Site Plan 1:100
@ STRUCTURAL DESIGN & CERTIFICATION - - - - - - -

+ POOL DESIGN

REHLR TRUSS MANUFAC FURERS SPEQIFICATION? OR-

# TIMBER TRUSSES AND ROOF FRAMING

FER ROOF MANUFACTURERS SPECIFICATION FOR

* SHLET RUOE FIXING AND ACCESSORIES

REFER CONCRETE TANK CONTRACTORS SPECIFICATION FOR.

# STRUCTURAL DESIGN OF UNDE RGROUND CONCRETE TANK

oo to TI

90°00'00"

 
 

 

 

 

WATER TANK

QDC PART 25 - GF 1 HE QUEENSLAND

DEVELOPMENT CODE SETS OUT THE REQUIREMENTS.
FOR RAINWATER TANKS INCLUDING -

MINIMUM CAPACITY 5,000 Itres

CONNECTED TO ALL WO'S,

WASHINE MACHINE COLD IAPS

&TOEXTERNAL LAPS.

1S UILRE FIRST € LUSH DIVER TER

TOP UP SYSTEM FROM TOWN WAIER.

OVERFLOW TO STORMWATER SYSTEM

RAINHEAD TO SHED LEAVES - MESH SIZE 4-6rm
MOSQUITO PROOF SCREENS MAX tmm METAL MESH:
BACKFLOW PREVENTION Dt VICE

CATCHMENT ARE A HALF OF ROOF OR 1900mSQ

 

 

 

 

 

 

AREA SCHEDULE

BASEMENT

INTERNAL HLOOR AREA 3 Plone
GROUND FLOOR

INTERNAL FLOOR AREA ~ 26 01me
OUTDOOR TIVING (covered) WU Oten?
PORUH 56am?
UPPER FLOOR anewuone vow
INTERNAL FLOOR ARE A, 270 S4en?
BALCONY 0 Oem?

    

 

  

 

 

 
 
  

 

         

 

 

 

 

 

 

 

 

 

 

 

 

 

 

aa TOTAL (UPPER, LOWERS BASEMENT)
as I 967 58m’
as ; ny | - Pp
Ty
HR ;
d i | ne ee
4 0 1 2 3 4 5

Consultants

(ceotechnical Cotfey Geotechnics 44 apaynz

Lagmeenng Linpire Lagineening 94. s4643¢
Hycraulic Spice Consulling 94 453808

Surveyor on Colston sania
Buiider
Clasique Homes
Chent

(M&S Kahler

t

1 Project Description
Proposed Residence

~ Site Address
SA i Lot 2 No 6
Allambi Rise
-Little Cove-
SS | These Clawangs remain copyiight of MRA Design, and
> | may not be used m part oF ut whole without wotten

‘consent by the author

PERSPECTIVE VIEWS NOT FOR CONSTRUCTION PURPOSES

Scale:
. {
Work
staius "8 | bate -26/02/2009
Drawings BA i
Drawn CH | Checked By. MR
| Project No Drawing No
: Job No 4of9
2008/050 -C

 

| Plot Date 6 ROMADG