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

 

‘STBSTURAL STERLWoRK

SU. ALL WORKMANSHIP & MATERIALS SHALL BE IN
ACCORDANKE WITH AS 4100 E AS 1554 EXCEPT
WHERE VARIEO BY THE SPEGFICATION,

$2. ALL STEEL SHALL BE IN ACCORDANCE WITH AS.

3679 GRADE 250 OR 300 UNO. (AS 1163

GRADE C350 FOR RECTANGULAR & SQUARE

HOLLOW SECTIONS OR GRADE 200 FOR

GRCULAR HOLLQW SECTIONS TO 165.imm 0.0. &

GRADE C356 ABOVE %65.ina 0.01

63. WELOS SHALL GE TO THE REQUREMENTS OF

AS 1554 & SHALL BE 6mm CONTIUOUS FILLET

-WELOS UNLESS SHOWN OTHERWISE.

- BUTT WELOS SHALL BE PRE-QUALIFIED
COMPLETE PENETRATION BUTT WELDS, ALL
WELOS SHALL BE CATEGORY $P 1K
ACCORDANCE WITH AS 155% UNLESS NOTED
OTHERWISE,

SS. ALL GUSSET AND CONNECTION PLATES SHALL

BE tomm URLESS SHOWN OTHERWISE,

56, BASE PLATES SHALL BE {6mm UNLESS SHOWN

OTHERWISE.

Hunrans Sem RAOUS CUT SHALL BE MADE TO
ALL RE-ERTRANT CORNERS.

3.

SO, ALL INTERNAL STEELWORK 1S TO BE
MECHANICALLY WIRE BRUSHED TO
REQUIREMENTS OF AS 1627.2 AND HAVE 7
COATS OF & ZINC RICH PRIMER PADTT
COMPLYING WITH AS 3750.

ALL EXTERNAL STEELWORK 15 TO Bf HOT
OMPPED GALVANISED, STEELWORK 10 BE
GALVANISED SHALL BE QLEANED TO
REQUIREMENTS OF AS 6660 CLASS 2 1/2 OR
BETTER & HOT OP GALVANISED 10
REQUIREMENTS OF AS 4680

59. BOLTS TO BE KGH STRENGTH, SNUG TIGHT 10
AS (100, ILE. 8.8/5) UNO,

 

SIO, ALL NUTS, BOLTS £ WASHERS TO BE

GALVANISED,
‘St, HOLDING GOWN BOLTS TO BE SUPPLIED
COMPLETE WITH LEVELLING NUTS, HUTS AND.
WASHERS,

su.

OAMAGED PAINT WORK & ALL-HUTS, BOLTS.
AND WASHERS SHALL BE CLEANED ARO
RETOUCHED AFTER ERECTION.

S'R CONCRETE ENCASED STEELWORK TO BE LEFT
UNPAINTEO AND BE WRAPPED iN FGW 41
FABRIC UNLESS OTHERWISE SHOWN,

S16, TWO (21 COPIES OF ALL WORKSHOP DRAWINGS
TO BE SUBMITED TO THE ENGINEER ANO
APPROVAL OBTAINED IN WRITING BEFORE
FABRICATION IS COMMENCED. APPROVAL DOES
NOT INCLUDE CHECKING DIMENSIONS.

Chuang

PL. ALLOTMENTS CONTAPING REACTIVE SITES
CLASSIFIED AS H OR € SHALL BE PROVIDED
WITH AN ADEQUATE SYSTEM OF PLUMBING
DETAILED IK ACCORDANCE WITH THE
FOLLOWING,

(WOTE- METHODS: USED "SHOULD COMPLY WITH

LOCAL PLUMBING AND ORAINAGE REGULATIONS).

‘A PENETRATIONS OF THE EDGE BEAMS OF A
RAFT AND PERIMETER STRP FOOTINGS
‘SHALL BE AVOIDED, BUT WHERE NECESSARY
‘SHALL BE SLEEVED TO ALLOW FOR
MOVEMENT. CLOSED-CELL POLYETHYLENE
LAGGING SHALL BE USED AROUND ALL
STORMWATER AND SEWER PIPE
PENETRATIONS THROUGH EXTERNAL
FOOTINGS. THE LAGGING SHALL BE A
HONEIUM OF 20mm THICK ON CLASS H SITES
AND Stem THEK OM CLASS E SITES,
SLEEVES ALLOWING EQUIVALENT MOVEMENTS,
MAY BE USED AS AN ALTERNATIVE.
LAGGING IS HOT REQUIRED AROUND VERTICAL
PENETRATIONS THROUGH SLAB PANELS,

CONNECTION OF STORMWATER DRAINS AND
WASTE ORAS SHALL CNCLUDE FLEXIBLE
CONNECTIONS,

SEPIK TANKS AND ASSOCIATED SOAKAGE
AREAS SHALL BE LOCATED 0 MONIIZE SOR

MOISTURE INCREASE WITHIN THE FOUNDATION.

D PLUMBING AND ORAINAGE UNDER & SLAB
SHALL BE AVOIDED WHERE PRACTICABLE.
PRES MAY BE ENCASED IM CONCRETE OR
RECESSES OY THE SLAB WHEN PROVIDED

‘WITH FLEXIBLE JOINTS AT THE EXTERIOR OF”

THE SLAB,

‘MAINTENANCE
Mat, THE OWNERS ATTENTION IS DRAWN TO
APPEND A OF AS 2870 "PERFORMANCE

REQUIREMENTS AND FOUNDATION MAINTENANCE,”

MAZ. LARGE, MOLSTURE-ABSORBING TREES ARE HOT
TO SE PLANTEO IM CLOSE PROXIMITY TO THE
FOOTINGS,

MAR. NATURAL WATER’ RUN-OFF IS TO BE DIRECTED
AWAY FROM SLAB AND PLATFORM GENERALLY.

MAG. EXCESSIVE WATERING OF GARDENS AQJACENT
TO THE HOUSE SLAB ISTO BE AVOIDED, TO
MINIMISE ANY GROUND HEAVING,

‘STE ORAINAGE

- SOL PRISHED SLAB LEVELS TO BE 250mm OOK)”

ABOVE GROUND, OR AS REQUIRED BY THE
* COCAL AUTHORITY.

PONTING OF WATER ADIACENT To FOOTINGS
“10 GE PREVENTED AT ALL TIMES.

502.

ALL SURFACE RUN-OFF TO BE ORECTED AWAY
FROM THE FOUNDATION SY A NINIMUM GROUND
SLOPE OF 1 0H 30, a

ALL ROOF DRANAGE TO BE PIPED AKO
CISCHARGED AT LEAST 6.00 AWAY FROM THE.
FOUNDATIONS.

503.

. SITE “DRAWAGE TO BE MAINTAINED AT ALL
TOHES BOTH OURING AND AFTER CONSTRUCTION.

 

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DRANAGE (AYOUT FOR WET SITES

 

SLAB CAS? ABDVE GROUND.
LEVEL TO SOL DRAINAZE CONDITIONS,

SUREACE DRAINS ALONG LINE OF SLOPES

RETANING WALL FOR
WERHOOURS BLOCK

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i PROPOSED.
RESON

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CONCRETE PATIWAY REQURED
FOR FREE ORABYAGE.

DRABIAGE LAYOUT FOR ADJACENT RETAINNG WALLS

FOR CONSTRUCTION

 

 

 

 

 

 

    

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

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