09/1654 - Preliminary Building Works Assessable Against the Planning Scheme [As Published] · 172009.1654

 

 

 

12

PROPOSED RENOVATIONS

 

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GENERAL

a

REAO THESE DRAWINGS B® CONAUNCTION WITH
ARCHITECTURAL AHO OTHER ENGINEERING
GRAWINGS AND SPECICATIONS AND WITH
‘SUCH OTHER WRITTEN WSTRUKTIONS AS MAY
bE Issuen.

 

 

 

  

 

 

  
  

 

 

 

GENERAL CONTINUED.

GB. THE DOCUMENTED OESIGN IS STABLE FOR THE
FINAL AS-GULT CONOITION OF THE STRUCTURE,
WITH ALL STRUCTURAL ELEMENTS, BRACING
AND CONNECTIONS IM PLACE, THE MEANS,
METHOOS, TECHNQUES, SEQUENTES, :
TEMPORARY WORKS AND SAFETY MEASURES,

 

F9, LARGE TREES ADJACENT TO THE GUILOING ARE

2 PRISEORCED CONCRETE CONTRUED.

TO BE REMOVED, THE VOIDS SHALL BE
EXCAVATED, BACKFILLED & COHPACTED WITH
SUITABLE MATERIAL SIMLAR 10 THE
EXCAVATED MATERIAL.

C, SYHBOLS ON DRAWINGS FOR GRADE & TYPE

OF REINFORCEMENT ARE AS FOLLOWS:
R  OENOTES STRIXTURAL GRADE 230
PLAIN ROUND BAR TO AS 4471,
W DENOTES HOT ROLLED GRADE 508

CONCRETE BLOCK MASONRY

mL

ALL CONCRETE BLOCK MASONRY WORK IS TO
GE EXECUTED IN ACCORDANCE WITH THE
CURRENT EDITION OF.-

AS 3790 - S,A.A MASONRY CODE

 

 

 

 

 

 

SIRUTRAL TeBER

1

ALL TIMBER-FRAMED CONSTRUCTION tS TO BE
CONSTRUCTED, SIZED % FIXED IN ACCORDANCE
WITH THE CURRENT BUILDING CODE OF
AUSTRALIA £ AS 1586.2,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DEFORHED BAR TO AS 4671, AS 6655 - CONCRETE MASONRY UTS 12, ALTERNATIVE MEMBER SIZES & STRESS
2, VERFY SET UT Soe SiON OH THE REQUIRED TO EXECUTE THE WORKS AND FY, ALL TREES, PROPOSED OR EXISTING, SHALL St DENOTES HARD DRAWN WIRE AS 3608 - SAA CONCRETE STRUCTURES CODE GRADES HAY BE USEG IN ACCORDANCE WITH
DRAWINGS BEFORE SITE WORKS, COWS AUCTION MAINTAIN STABILITY OF THE PARTIALLY NOV BE CLOSER TO THE FOOTING THAK 0.8 REINFORCNG FABRIC TO AS 1308, AS 2699 - MASONRY WALL TES AS 1684.2 - MEMBER SPAN TABLES.
ANG FABRICATION COWENCES, REFER ANY COMPLETED STRUCTURE REMAIN THE THES THER HATURE HEIGHT. WHERE Tits CAN S STRUCTURAL GRADE DEFORMED BARS AS 2699.2- HASONRY CONSTRUCTION,
SCREPANCY TO THE ENGATER BEFORE RESPONSWRITY OF TRE GULOER. THE SULOER WOT BE ACHEVED, BURDER IS TO SEEX ADVKE TO aS 1302. ACCESSORIES 73. MEMBER SIZES ARE MINIRUM ONLY & HAY BE
KG WITH THE WORK, si RESPOUSELE for R EWA 4 QUALFEED FROM ENGREER, . INCREASED FOR AESTHETIC REASONS OR EASE
1.0 AND VIC) TO CO. HOKIMUM (APS OF REINFORCEMENT IUALOI: M2. ‘CLEAN OUT’ BLOCKS TO BE USED AT FIRST OF CONTRUCTION.
G2, 00 NO OBTAN OMENSIONS BY SCALING FROM ORSYGN, CERTIFY AND INSPECT THE TEMPORARY FTI, TRENCHES FOR SERVICES SHALL 8 LOCATED AT KESH Bonn COURSE ABOVE EACH FLOOR AND ALL MORTAR
INGS, onus, a Terpoeany Praprwc on ARRPUM CF 1.0n CLEAR OF FOOTINGS. fa 9 CAR 30ten To BE REMOVED FROH CORES PROR TO Th. THE ROOF/TRUSS LAYOUT seransroagen
WORK [HOUT
Gh, ALC WORKHANSHP AND MATERIALS SHALL BE INSPECTION AND WRITTEN APPROVAL FROM A FZ. PROPER SITE DRAINAGE & FOUNDATION - Me 8 OAR tom : COMPETE LLG REFERRED TO THe ENGINEER PRR TO
1 ACCORDANCE WITHTHE CURRENT 5.4.8 REGISTERED IVIC AND QLO! ENGINEER. MAWTENANCE MUST BE STRICTLY OBSERVED TO C9. ALL REINFORCEMENT SHALL BE CONTRIUOUS WR CONCRETE MIX USEO TO FILL CAVITY 10 HAVE FABRICATION/ERECTION FOR CONFRHATION OF
GIES AND TE BY-LAWS AND ORDIWANCES FOOTING & FOUNDATION PREPARATION MINHISE MOISTURE VARIATIONS BW REACTIVE Sai THE FOLLONG LAPS AT SOUCE: CHARACTERISTIC COMPRESSIVE STRENGTH OF BEAM/UNTEL SES & THEDOWN RECUREKENTS,
IELEVANT BULONNG AUTHORITY, Fi. PREPRRE EXOT oT BLOW THE LAY SOLS. IT 1S THE HOUSE OWNERS TRENCH HESH 30Can 20MPa UF'eh, MAXIMUM SLUMP 230mm, HAXINUM " :
GS. THE sTRUcrURa BULONG BY REMOVAL OF ANY TOPSOL RESPONSBRITY TO BE FAMILIAR WITK £ FABRIC 3inn AGGREGATE SIZE dean (MAXIKUM & COURSE TS. ALL BRACING WALLS ARE TO BE CONSTRUCTED
THE STRUCTURAL WORK SwOHT ov THE CONTAINING ORGANS ANOVOR dete COMPLY WITH THE REQUIREMENTS OF “GUIDE HEIGHT PLACED AT ORE TIME) IN ACCORDANCE WITH AS 1686.2 OR THE
TOADS BT OT eT eae FOR THE MATTER WHICH HAY INKKBIT COHPACTION. 10 HOME OWNERS ON FOURDATION (HALL REREORCERENT SHALL BE CHAIRED TO THE RELEVANT HANUFACTURERS. SPECRICATIONS,
ACCORDANCE. MITE Ae ane BELOW WK . “ MAINTENANCE & FOOTING PERFORNAKCE.” ‘SATISFACTION OF THE ENGNEER. M6, MORTAR TO BE MIXED IN PROPORTION OF ALL INTERKAL WALLS ARE TO BE ADEQUATELY
MCE WITH AS 170 PARTS 1 & 2, FR. OREDEN FOOTINGS AND SLAB STHFENNG PURISHED BY (SRO. 1.910:6.0 CEMENTHYDRATED LIME:SANO COR FIXED TO THE CELING/ROOF FRAME AS PER AS
G6. ALL STRUCTURAL WORK BEAMS TO BEAR ON FOUNDATION MATERIAL (C0, WHERE BRITTLE FLOOR COVERINGS ARE USEO EQUIVALENT CEMENT = SAND MORTAR WITH 1686.2,
+ ALL STRUCTURAL WORK MUST BE WSPECTED WITH HARI SAPE Seating Preset 13, REFER TO THE GEOTECHNICAL fEPORT “s VER AN AREA GREATER THAN tée, EXTRA PLASTICISER) AND HORTAR COMPRESSIVE
INO APPROVED BY THE ENGINEER, NOTED THe TARE Reo ee NOTED RY THE TABLE TO LEFT. HEASURES SHALL BE TAKEN TO CONTROL THE STRENGTH AT 76 DAYS TO BE 20MPa MEU 16. ALL BOLTED TMBER STRUCTURAL JOINTS,
G7. FORTY-CAHT (cs) HOURS NOTE MUST . BONEGRCED COMCRETE EFFECT OF SHRINKAGE CRACKING. SUCH ALL STEEL BOLTS AS SPECIFED OW AS tin
* GYEN TO THE ENGNEER PRIOR waar oe F3, COMPACT FOWDATION BELOW THE CONCRETE «Cl. ALL CONCRETE WORK AKO RORFORCEMEN? TO MEASURES SHALL INCLUDE ONE OF THE MS, CHARACTERISTIC COMPRESSIVE STRENGTH OF SHALL FITED TO PREBORED TOMGER warn
CONCRETE POURS OR OTHER SIMLARLY CRUCIAL SLABS TO THE STANOARD ‘OF COMPACTION FOR BE DXECUTED wy ACCORDANCE WMH THE,” FowownG. BLOCK truc © 5 MPa UNO. GOT MOLE oases ine GREATER sens
PHASES OF CONSTRUCTION, FILL_UNDER SLABS OR FOOTINGS HEREUNDER RELEVANT S.A.A CODES AND SPEGFICATIONS: IN A THE ANOUNT OF stemwaGe peNFORCENENT * ‘ eae
UNLESS NOTED OTHERWISE. PARTICULAR THE CURRENT EDITION OF AS 3600. SHALL BE NCREASED TO $1.92 OR Se ee ena ns FoR .
: it : :
FL, SAND FLUNG UNDER SLABS OR FOOTINGS (2. CONCRETE COMPONENTS AND QUALITY TO BE EQUIVALENT THROUGHOUT THE AFFECTED HASONRY WALL ee En ee ee ar caste
= ‘SLAB PANELS.” ALTERNATIVELY, AN ‘SITE JOINT WHERE STEEL PLATE DOES NOT PROTECT
SHALL BE PLACED IN MAX. 200mm LAYERS, NZS (EXPOSURE CLASSIFICATION AU U.N.O. CONSTRUCTION AND
WIND LOADS: (UNCOMPACTED OEPTH) COMPACTED IN NAXINUN AGGREGATE SIZE TO BE 20mm “UNO. ADDITIONAL SHEET CF SLAB MESH SHALL BE class SURFACE FiusH | SPACING (a sen. WASHERS AS SPECIFIED BELOW SHALL
© REGION: B . ACCOROANCE WITH AS 1269 (DENSITY XDEX TO 2. canceere test¥e: to coaroan vita PLACED OVER AFFECTED AREAS, Dag | ARTLATION ROT NED,
TERRAIN CATEGORY: 2 BE GREATER TMH 70% a ACCEROANCE WITH. CONCRETE TESTEG TO COMFORE ITH THE 8 THE efoon SySreN FoR earTiLe REQUIRED HIMIUM REOUREO Zt OF WASHERS EOR
* DESIGN GUST WIND SPEED: CURRENT EDITION OF AS 3600, COVERINGS SHALL BE SELECTED ON THE EXTERNAL MASONRY "__STRUCIVRE BOLTED JONES (mot
; m/s FS. FALL MATERIAL OTHER THAN SAND lie, GRAVEL, : BASIS OF THE EXPECTED SLAB MOVEHENT FACE FINISH, RENDERED) = 2.0 ROUND souare
tims DECOMPOSED ROCK OR BROKEN ROCK, FREE CL, THE CONCRETE SLUMP”SHALL KOT BE LESS COVER ST APACTERISIKS OF THE FLOOR HEH OR PAINTED . BOLT| THECKNESS [WASHER Mit) WASHER PIX.
ms FROM ORGANC MATERIAL ANG LUMPS OF CLAY) THAN YSema AND HOT HORE THAN 190ne, COVERNGS. BICLUDING o SOE LERGTH
SOm/s UNDER SLABS OR FOOTINGS To BE COMPACTED 0 | STERNAL MASONRY me Tue 0 3
IVI . TO ACHIEVE A DENSITY RATIO ICALCULATED By CS. “ALL CONCRETE SHALL @E ADEQUATELY (C THE PLACEMENT OF FLOOR COVERINGS SHALL HD TEE eee 6a 7 7 7
© BALCONIES: 3.0kPa AS 1288) OF WOT LESS THAN 98% AT VBRATED INTO PLACE, NO WATER TO BE BE OELAYED (THREE HONTHSI. SR SREY aS = 2
_o MAXIMUM ORY DENSITY AS DETERMENED BY AS ADDED ON SITE., CURE CONTINUOUSLY FOR NOT . $0 iit Ms
© STAIRS: — 2.0kPa 1289, LESS THAN SEVEN IT] DAYS iM AN APPROVED. REKOERED OR PAINTED, [ert ae 35 $0
* FLOORS;  1.SkPa HANNER. me ut 3 7
IN, AFI RING PRE! Fé. PROOF ROLL THE FOUNDATION AND REMOVE . -
: ANO RECONSTRUCT AREAS THAT BREAK UP OR C6. NO HOLES, CHASES OR VOIDS, OTHER TKAN nae | so 75 6s
* =100kPo ‘SHOW EVIDERCE’OF MOVEMENT UNDER THE THOSE SHOWN ON THE STRUCTURAL DRAWINGS carol 6.0 i 15
GEOTECHNICAL REPORT; PROOF LOADING. ARE TO BE MADE WITHOUT PRIOR APPROVAL
: OF THE ENGINEER,
o BY: N/A F7, CONSTRUCT FOOTINGS UNDER ALL LOAD ” - FO. ALL WASHERS TO GE GALVANISED U.NLO
eo NUMBER: N/A BEARING WALLS (TYPICALI.
IT SSIFICATION: Fe. tap comer ‘i
=" |. LAP AND BARS COUVALENT 10 TRE
oH" VISUAL REINFORCEMEHT IN THE FOOTING TO BE
PROVIDED AT CHANGES tH OIRECTION AND
JUNCTION OF FOOTINGS.
Sunshine Coast PROJECT: loaTe: OCT. 2009 |SCAte as SHOWN] A3
£0 Gos 200 ret Peat ss) PROPOSED RENOVATIONS TO — pesteneo. LIR {approves
2 ;otoolaba ip 1G
CONSULTING r 3817 Sk66 Ob00 EXISTING RESIDENCE ORAWN: _ACP | Atel!
+61 7 S44 0536 AT 12 PIPER STREET CHECKED: NOW R.?.£.0;
8 | AMENDED WHERE SHOWN s.rt2009 fu E tens [email protected] ’
A | ISSUEO FOR CONSTRUCTION 23.10.2008. }scr BARLOWGREGG waregg@ydegr cup, PEREGIAN BEACH PROJECT SETSHEET REV]
Barlow VOMPyLa Fraser Coust Carat Const GladstOme -
Tor Gmanduent aE ow Grog VOM Pry Rot 7 saws T aty ost geste att on FOR PLATINUM RESIDENTIAL |BM0Q90768 01.07 B

 

 

 

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