10. OBoat Hire - RPEQ Design Report

NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600.                                                                                                                                                                             9850
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN                                                                                    2050                                            2500                                       2500                                            2500                                        300
    25mm OF ALL EDGES.                                                                  31- 6 SS LIGS @ 300 CTRS
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND                                    30 COVER                                                                                                                                                                  4x MARINA CLEAT 350
    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.




                                                                                                                                                                                                                                                                                                                                            1100
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
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.




                                                                                                                                                                                                                                                                                                                                            900
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316                                                   28- 6 SS LIGS @ 300 CTRS                                               8950                                                                                                                                                    900
                                                                                                        30 COVER
                                                                                                                                                                                           1x STANDARD MARINA CLEATS                              9850

                                                                                                                                                                                                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                                                                                                                                                                     A
                                                                   ON PONTOON PERIMETER
                                                                   30 MIN COVER                                                                                                                                        FRONT ELEVATION
                                                                                                                                                                                                                                                                                                                        2x M12 SS L BOLTS
                                                                                               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




                                                                                                                                                                                     125
                                                                                                                                                                                                                                                                                                                       12x400 LG SS ROD
                                                                                                                                                                                                                                                                                                                      WELDED TO L BOLTS
                                                                          350




                                                                                                                                                                                                                                                                                               STANDARD CLEAT
                                          300




                                                                                                                                                                                                750
                                                                                                                                                                                                                                                                                                                       2x M16 SS L BOLTS




                                                                                                                                                                                     625
                                                                                                                                                                                                                                                                       M12x75 SS DYNA BOLT

                   6 SS LIGS @ 300 CTRS
                              30 COVER



                     3x   12 GFRP BARS

                             HDPE SKIN
                                                       335                                1080                                          120                335                                                                                                                                                        12x400 LG SS ROD
                                                                                                                                                                                                                                                                                                                     WELDED TO L BOLTS

                                                                                               1874                                                                                                                                                                                          MARINA CLEAT 350
                                                                                                                                                                                                                                                                                                      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 P3D
                                                                                                                                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: ML        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-P3D-1                                                  0