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Change to an Existing Approval-132009.325.01
GENERAL NO COMPPLYWITHTHE BUILDING CODE OF
ALL
ASTRALµ
Feature Timber Battens
Over BBQ Area
mrA
MRA Dee I I ruFKNCFWL9BEAU.EUAIM
THE DUEENSIANDBUIIDINGACTANOTOTHE REQUIREMENTS OF Olet> f Underslung 50x50
THE
u llel, or' Dressed HWD Battens _ 1133 Premier Circuit,
LOCALAUTHORTTY. Over Spa Area Fixed Ka w a n e J IT
SEWERAGE AND FLOOR WASTES TO DISPOSAL SYSTEM Driveway Grate
WITH THE SEWBYTHELOCALAIPLMDINALCORGMCE
ASAPPROVED To Gals. RHS GUeB ns land 4575.
WITH THE SOESAGEATD WATER NII SIIIWSIM R Drain _71 11-' 1 r:..
WNNECTDOWWIPFSTOWRE£TVAIGOMMFVCPIPEd AS
SUFE BY THE OCALALTHOHn . PII 07 5493 5908
EN SURE THE GROUND LEVEL FALLS MN 110. 100R. AWAY FROM
THE BUILDING LINE,
Fll 07 5493 6971
PROVIDEANDhNINTAIN EROSIONAND SEDIMENTCONTRO EII [email protected]
STRUCTURES To PERIMETEROFWORKAREA. Highest Point RL
D
DO NOT 9CNE FROM DRAWING. THE CONTRACTOR
SHALL VERFYAU_ DIMENSIONS, SETNACKS, AND LEVELS OF 7557 Above NGL z AMENDMENT SCHEDULE
SERVICES ON SITE, BEFORE COMMENCING WORK. STRURACTOR IS
RESPONSIBLE FOR SNTAINNG STABILITY OF THE STRUCTURE AMD DETAILS DATE
ETION ANS SHALL ENSURE THAT NO PATT OF THE
STLONRE IS OVERSTRESSED BY CONSTRUCTION LOADING.
STRUCTURE Finshed Pad Mixing DIeMRR 270005
A 6fie 21-15.09
TERMITE PROTECTION FFL 49.850 Level 49.800
LICENCED CONTRACTOR TO PROVIDETERMITE SORRIER TO
PERIMETER OF SLAB FNDALLPENETRATIONS INACC00DANCE Pro osed B ARN^nentw 281209
w1X ASSSBI. RFTS.IS OF THE BCAAND RELEVANT
T00TS.
AMENTIM
TTAC5ME
HMENTS TO BUILDING SUCH AS DOWN PIPES MUST HAVEA
P1 D
U
ePMIF
eReS 2M08AOMAT
Unm 1601-03
190209
NOMINAL GAP TO ALLOW CLEAR AND UNINTEAUPPFED VISUAL F' (shed Wat
INSPECTR ACCRUES THE INSPECTION ZONE
.STRUCAARES SUCH AS STEPS,ERPMAHS, PORCHES, ACCESS
evel 49.654 900 OH B
lWi ^Retltm 01M-0B
RJMPS,
CON CARPORTS, TRELLISES DECKS. HOT WATER SYSTEMS, AIR F 1/d9B
DIT OR THE LIKE WHICH RIVIDED WITH ONE M^F F^Br 18da09
X
O THE NFRERSYSTEMSDESCRBES NTHISPAAT, MU 1,350 OH Box Gutter WiBMO
SEPARATED PROA THE BUILDING BYAGAP ONOT LESS THAN
as.., TOALLOW CLEAR AND UNISTERIPPTED VISUAL INSPECTION G AWR Re 150210
ROBS THE INSPECTION ZONE. 9f^HA
REATTACMENTSORRESASWRBEOPaO1f
OC
NTkSNCE^MS
MUTASIMING MDTHERE IS ISNST GM,ABARRR MUST
BE PROVIDED TO THE ATTACHMENT, ME
THEATTACHLENT.
REGA ARDLESS O THE SAN-
FALL
00 0 H AMa MMaS VaerMIM ogm-10
14-07.11
.BARRIERS MIST NOT BE BRIDGED BY STRUCTURES. FITTINGS OR
OTHER ATTACHED TO THE MAIN BU401NG, NOR SHALL THEY BE 1,860 Suspended Concrete Slab uspended Concrete Slab J MMNWtne
BREACHED BY THEINSTPLLAPDN O SERVICE ENTRY POINT,
DOMNPITPESAD 7 F { To I Specs. To ng.Specs. $suB0ORLenb :100 01 RPD
GARDENS HR SIMI U UNNLLESS ADDITIONAL BWRIE SARE USES 1Lot 2 A8Mmd Rise: RP88575
TO ELIMINATE CONCEALED ACCESS SY TERMITES TO THE
STRUCTURE oRetain 68, 500 RL 84 0S
1 Roof V Parish ofWeyba.
County of March.
Existing + Box Gutter
CORROSION PROTECTION SHEA len: 789.00082
ALL TA USED IN STRUCTURAL TIMBER CONNECTIONS, SHALL BE Do1PIInf. 307.28 m'
PROVIDED WITH CORROSION PROTECTION MPR W RIATE FOR THE Gums RoofTop
PARTICULAR CONDITIONS OF USE. WHERE CORROSION She Coverage 38 APproA.
PROTECTION OF STEEL IS REQUIRED IT SHALL BE N ACCORDANCE
Deck CMhrCOTd Kip-_3= %D 'S1'e61Tg § t Rh-I
WITHAUNZSI lI S.ISR.ndAS1214.THELEVELOF
D SHALL TAKE INTO
L 53.200 Fi;ec;iAPV ALTLf Spec
CORRfE-PROTECTION
ENPOMIRE, TIMBER TREATINEN
WNBUFRATION WEATHER BVPSNU
MOISTURE AND PRESENCE OF SAT UHFSE SHALL SRISY THE ORNE WAY TO 13^CCORDANCE WITH
pper Floor +66,200 RL Slab
REQUIREMENTS OF THEF2IEVMTAUTHORIIWf OVERE OTHER YRECUtAT10N5
LOCALAAT
TYPESOFCORROSIONPROTECTIONARENROVIQED.
AND .SPECIFICATIONS 900 Opening
ENERGY EFFICIENCY
THESE PUNS ME SUBJECT TO HER S. ASSESSMENT
INSULATION NOTES',
PROVDE IS TO CEILING,
-PRONDEMIN ATFHTERNALWALL3
4wA OF F TREATS HAVE APPROVED ENERGY EFFICIENT
LIGHTING
GM, SOLAR, ER TO BEAN MPRTAL ENERGY EFFICIENT
-WATER
SOAR OR HEAT PUMP INSTALLED BY LI SCENCED
1PADESPERSON, Mature Pandanus
STANDARDS REFERENCE
GEBIGN SMALL COMPLY TO ED BELOW
RELEVANT AUSTRALIAN TSlANDARDS
B GENERAL BOTONG PRACTICE DRFRENCES SOME LIST ED BELOW
BUILDING CODE OF AUSTRALIA2SN
AS161142HI999R RESIDENTITURIMSERFRAMED CONSTRUCTION
ASEW-CONCRETESTRUCTUPES 14,056 Set Out Dim
0.B41ID STEEL STRUCTURES
ASTRIDSAS NRYSTRUCTURES
0.59590-WATERSUPPLy
0.55885-SMON 1.8m High Vertical Anodised Alumin.
ASSBMTER.I TE PROTECTION
LION
Screen Fixed In AIW Manufs Specs.
AABSND -W ^ATE
ERPPRRHOgw0 of WET AREAS RESIDENTIAL
Max Ht 8m from Natural Ground
CONSULTANTS.
6 CONSULIILFTASINTERSSPECINCPRNFOR-
SOIL TEST ISITEC-BICATI
SA DROOn6GDESrx
.SRDruRA-SIGH&CGEICATON
Site Plan 1:100
. P_ eIGN
_TRUsswwuFACnFERSSRCIM.L0NI -
LNERTMNSSAO RWF FRAMING
RFERf&OFNKN-TURERI I TII
RXINGNODT VHS9
. STETR
SiAUHTARHLMNKCON
RCADTRUTOUSOCONCRE FO4
NRALSSMNOFUNGRGR'UNGLOSAFTEUR
WATER TANK
ODC PMT25- OFTHEOUEENSIAND
CEVELWMENT CODE SETS OUT THE REQUIREMENTS
FOR RAINWATER TARNS INCLU-I
NGHRAUTNICAPWC .
CONNECTEDTOPLLWCS,
WASH LNE LACHINE COD TAPS
LTO EMSRNAL TAPS
IS L THE FIRST FLASH DIVERTER
TOP UP SYSTEM FROM TOWN WATER
OVERFLOW TO STO MINATER SYSTEM
MFAD TO SHED LEAVES - MESH SZEK6nm
MOSQURO PRCO SCREENS MAX_ InR METAL MESH
BACNFl01V FREVFNnON DEVICE
CATCHMENT AREAIALF OF ROOF OR 1-SG
AREA SCHEDULE
BASEMENT
NRANAL RGORARG .012101
GROUND FLOOR
NRRMLROORAAEA .2011501
WTDHTLNIDGIRNRM NLOP
ENTRY Aw
UPPER FLOOR IBAINIOw01
w1WALFOORATEA .2NAm'
a91C01Y - 2LET1
TOTAL (UPPER,LONmsaanEmi
949.91Rs
Consultants:
SeDGO Nml :Coley050505i20 HD
AT9Eln11i; :EmpT e2ITSOTrg Hann
'VydnilA SPiECO,BUIT H
31IIWYe MR.
Binder
Clasique Homes
Client
M&SKahler
Project Description
Proposed Residence
SUB Address
Lot 2 No 6
PERSPECTIVE VIEWS NOT FOR CONSTRUCTION PURPOSES Allambl Rise
-Little Cove.
TISM MSAi2S NRNIB mppi5HI M MRA DW5R BN
Nay NA ETUS6 in pBTRINMwn MNOMIMMn
mmnl by AR AUNTY
SCae: AS Noted
Status: Working Dale: 1500782911
DrsWIBge BA
Dream ON Checked By. MR
Project No:: I DIMng No.:
Job No Iof9
20081D50 - H
Plot Dale 15107/2011
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