10. OBoat Hire - RPEQ Design Report

NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600.                                                            12- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).                                                                          30 COVER
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN                                                                                                                                                                            4000
    25mm OF ALL EDGES.
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.
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED




                                                                                                                                                                                        2000
    EQUIVALENT.
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.
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
                                                                                                                                                                                                    300                  1700                             1700              300

                                                                                                                                                               3x STANDARD CLEATS
                                                                                                                                                                                                                                                 PLAN



                                                                                                                                                    565                                                                                                                                                                            335
                                                                                                                                                                                                                                                                       A




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

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




                                                                                                                                                                                          125
                                                                                                                                                                                                                                                                                                                   12x400 LG SS ROD
                                                                                                                                                                                                                                                                                                                  WELDED TO L BOLTS
                                                                                                                                                                                                                                                                                                  STANDARD CLEAT
                                                                              350
                                            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 P3E
                                                                                                                                   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                                   18/10/2021      18/10/2021       18/10/2021                   34680-P3E-1                                       0