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STRUCTURAL NOTES
GENERAL
81. THE BllLDER SHALL BE RESPONSIILE FOR MAM AM«3 ST ABUTY OF THE STRUCTURE UNTL COMPLETION OF CONSTRUCTION AND SHALL ENSURE THAT NO PART OF THE SRUCTURE IS OVERSTRESSED
82. ALL MATERIALS AND WORKMANSHP SHALL BE ti ACCORDANCE WITH THE CURRENT EDITlONS OF THE
FOU.OWNG CODES OF PRACTICE AM> MANUALS. EXCEPT WHERE VARED BY THE SPECFICATIONS AND OR ORAWIIIGS:
AS 1170 LOADNG CODES
AS 1884 ALUMINUM STRUCTURES AS 2870 RE8l>ENTIAL 8LA8S & FOOTNGS AS 3800 CONCRETE STRUCTURES
AS/NZS2208 TOUCIHENED 8LA8S AS 1288 PVC GLAZNG
83. 00 NOT SCALE THESE DRAWNGS FOR DIMENSIONS. cc»FIRM ALL DIMENSIONS FROM NOTED DIMENSIONS ON THE ARatTEC�AL DRAWNGB.
DESIGN CRITERIEA DC1. WN> LOADS C3
DC2. LIVE LOADS FLOOR EXTERNAL 5.0kPa FOUNDATIONS
F1. ALL FOOTINGS ARE TO FOUND ti THE NATURAL lN>ISTURBED SOL PROFLE WITH A MNIMUM SAFE ALLOWABLE SOL BEAANG PRESSURE OF 100 kPa UNLESS NOTED OTHERWISE.
F2. SOL TEST REQUIE> TO CONFIRM BEARNO AND SITE CLASSFICA TION TO AS 2870.
F3. FOUNDATIONS ARE TO BE CHECKED BY A PROFESSIONAL ENGNEER.
EARTHWORKS
E1. STRP ALL KJMUS MATERIAL FROM THE AREA OF BUI.DING NPRINT AND 1000mm BEYCN>.
E2. PROOF ROLL THE AREAS TO BE CONCRETED AND PAVED. REMOVE AHY WEAK MATERIAL.
El. IJ8E NON HOM08COT MATERIAL OR IMPORTED APPROVED NON REACTIVE SOL AS Fll.
E-4. F NOT COMPACTNG Fl.LS; CUT AND Fl.l SITE AS REQUIIED AND USE MASS CONCRETE SLAB PERS AS SHOWN ON PLAN wtERE Fll DEPTHS EXCEED 250mm.
E5. COMPACTED A..L SHALL BE COMPACTED ti LAYERS NOT EXCEEDNG 1501nm LOOSE DEPTH TO 18% MAXMJM ORY DENSITY ti ACCORDANCE WITH AS 1289 5.1.1 (STANDARD COMPACTION). CARRY OUT DENSITY TESTS AT THE RATE OF 2 PER LEVEL OF Fll. EVERY TEST MUST PASS.
E8. PAYERS SHALL BE LAI> ON A SAND BED ti ACCORDANCE WITH MANIEACTURER'S NSTRUCTIONS.
CONCRETE
C1. CONCRETE SLABS ARE TO BE DESIGNED & CHECKED/CONFIRMED BY CLENTS' ENGINEER FOR SUITABI..ITY. REFER SHELTER DRAWNG8 FOR SIZE SPECIFIC LOADS.
C2. CONCRETE SPECFICA TION:-
CI. CONCRETE STRENGTH TO BE MNIMUM 2!5 MPa
C4 MINMJM SLAB THCIOESS TO BE 21&ml AT POST LOCATIONS
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SLAB DETAIL
REFERENCE ONLY. SEE STRUCTURAL NOTESHTS
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6.2 KN
REACTIONS
11.
TIIA TE UIIT STATE
2.5 KN
C3 L0ABING
NOTE: SLAB REINFORCEMENT TO BE SL72 MESH PLACED
CENTRALLY
NOTES:
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AMENDMENT APPROVAL B
ISSUE C.t.J.- �
APPROVED
2·�-1�
DATE e) CCPYRl&HT
TIIS DRAWN
i'
TIE PROPERTY OFa.
JMIESE:XTAUSIDN CO. PTY
tro.
Ail RIGHTS RESEMDB REO DETAILS ADDED 3/2/12 A ORIGINAL ISSUE 4/3/10
l88IE AIElllEfr DATE
·..w �!P1!Y
C,.Ja�s
---furniture1082 KtlGSFORD SIITH DRIVE EAGLE FARM QLD 4009
Phone:
(07) 3877 2858 Fax: (07) 3877 2890 Website: www .gjames.com.au EmaH: furnitur�james.com.au PROJECT /CLENT:MACKAY REGIONAL COUNCIL
A3-00862
DRAWING DESCRIPTION:
4.5m x 2.0m MACKAY
DOUBLE SIDED BUS SHELTER C3 RATED
-STRUCTURAL NOTES REF. SLAB DETAIL
DRAWN BY: CHECKED BY:
DATE:
PAD
SCALE:04/03/10
NTSJOB NUMBER:
� CB4520-1520-MRC
� DRAWING NO:
