Original source · versioned page text
Approved Plans _MCU22 0048 & OPW22 0089 -
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnNOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 1150 2000 2000 2000 1550 300
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
5x STANDARD MARINA CLEATS
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 5- 6 SS LIGS @ 300 CTRS 19- 6 SS LIGS @ 300 CTRS
1950 900 6150 30 COVER
30 COVER
3x STANDARD MARINA CLEATS 9000
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER
A
HDPE SHEET LAPPED 200mm MIN 30 MIN COVER
INTO CONCRETE AND SECURED FRONT ELEVATION
WITH HDPE STRAPS & PEGS INTO FOAM
2000
25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY. 2x M12 SS L BOLTS
UNDER MESH 30 MIN COVER
100
100
125
325
300
12x400 LG SS ROD
750
WELDED TO L BOLTS
STANDARD CLEAT
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
APPROVED PLAN
MCU22/0048 & OPW22/0089
HDPE SKIN
335 120 960 120 335
NOOSA COUNCIL
1874
17 NOVEMBER 2022
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P2B-1 0
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.