10. OBoat Hire - RPEQ Design Report

NOTES
                                                                                                                                                                                                                            11000
1. ALL CONCRETE WORK TO COMPLY WITH AS3600.
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).                                                                         650                                  2500                                                2500                                         2500                                           2500                   350
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
    25mm OF ALL EDGES.                                                                                                                                            35- 6 SS LIGS @ 300 CTRS                                                       5x MARINA CLEAT 350
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND                                                                                               30 COVER
    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.




                                                                                                  1300
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
    EQUIVALENT.




                                                                                                                                                                                                                                                                                                                                                   2000
8. ID PLATE TO BE SECURED TO POTOONS.
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
                                                                                                  700
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                                                                                            1600                                                  3750                                           900                                              4750
                                                                                                                                                                                                                                                                                                                       2x STANDARD
                                                                                                                                                                                                                                                                                       14- 6 SS LIGS @ 300 CTRS        MARINA CLEATS
                                                                                                               11- 6 SS LIGS @ 300 CTRS
                                                                                                                                                                                                                                                                                       30 COVER
                                                                                                                              30 COVER
                                                                                                                                                                                                                                                       PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
                                                                                                                                                                                                                            PLAN                       TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
                                                                                                                                                                                                                                                       PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.

                                                                                                                    335                                                                                                                                                                                                         335
                                                                                                                                                                                                                                                                       A




                                                                                                                                                                                                                                                                       A
                                                                     8 GFRP BAR 150 EACH WAY
                                                                    ON PONTOON PERIMETER                                                                                                                             FRONT ELEVATION                                                                                         2x M12 SS L BOLTS
                                                                    30 MIN COVER

                                                                                                     2000
              HDPE SHEET LAPPED 200mm MIN
                                                                        2x 8 GFRP BARS
               INTO CONCRETE AND SECURED                                                                                                                                                  8 GFRP BAR 150 EACH WAY.
                                                                        TOP OF ALL BEAMS
         WITH HDPE STRAPS & PEGS INTO FOAM                                                                                                                                               30 MIN COVER
                                                                        UNDER MESH
                                                                         100

                                                                                                                                                                                                                                                                                                                            12x400 LG SS ROD




                                                                                                                                                                                            125
                                                                                                                                                                                                                                                                                                                           WELDED TO L BOLTS
                                                                                                                                                                                                                                                                                                    STANDARD CLEAT
                                                                              350
                                            300




                                                                                                                                                                                                                                                                              M12x75 SS DYNA BOLT                            2x M16 SS L BOLTS




                                                                                                                                                                                                      750
                                                                                                                                                                                            625
                     6 SS LIGS @ 300 CTRS
                                30 COVER



                       3x   12 GFRP BARS
                                                                                                                                                                                                                                                                                                                            12x400 LG SS ROD
                               HDPE SKIN                                                                                                                                                                                                                                                                                   WELDED TO L BOLTS
                                                        335        120                                   960                                     120             335
                                                                                                                                                                                                                                                                                                    MARINA CLEAT 350
                                                                                                         1874                                                                                                                                                                                               SCALE 1 : 10



                                                                                           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 P3C
                                                                                                                                      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    ML                                                     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-P3C-1                                               0