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09. OBoat Hire - Full plans
Attached to the e-mail OBoat Hire - Proposed landing redevelopment - 222 Gympie Terrace Noosaville - Email 1 of 2.
Plans and drawings
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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. 300 2000 2000 2000 2000 700 5x STANDARD
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND MARINA CLEATS
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.
1100
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.
900
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
900 8100
4x STANDARD MARINA CLEATS
25- 6 SS LIGS @ 300 CTRS
PLAN 30 COVER
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.
337 337
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
"SIKASIL WS" GREY SILICON SEALANT 30 MIN COVER
APPLIED TO EDGE WHERE CONCRETE
AND ALUMINIUM FRAMES MEET TO 2000
PREVENT WATER INGRESS 25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM
125
12x400 LG SS ROD
WELDED TO L BOLTS
STANDARD CLEAT
325
300
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
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 P2A & P1A
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 11/10/2021 18/10/2021 18/10/2021 34680-P2A-1 0
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