RFI - S25-054 Revised Concept Issue 18.06.2025 updated

                                                                 PROVIDE N12 CORNER BARS                                                                                    PROVIDE N12 'U' BARS WITH
                                                                 WITH 500 LEGS TO LAP WITH N12                                                                              500 LEGS TO LAP WITH
      FULL DEPTH COGS                                            HORIZONTAL REINFORCEMENT                 FULL DEPTH COGS                                                   HORIZONTAL REINFORCEMENT
      AT ENDS TOP AND                              50                                                     AT ENDS TOP AND
      BOTTOM (TYP.)                                                                                       BOTTOM (TYP.)




                                                                                                                                                                                 50
                                        50




                                                              PROVIDE JOGGLE BARS
                                                              WHERE REQUIRED
                                                                                                                                                                                        CLOSED LIGS                                                                                                  LONGITUDINAL
      LONGITUDINAL                                                                                        LONGITUDINAL                                                                                                                                                                               REINFORCMENT
      REINFORCEMENT                                                                                       REINFORCEMENT
                                                              CLOSED LIGS




                                                                                                                                                                                                                                                                                 TYPICAL RCB AT 'T' INTERSECTION DETAIL
          TYPICAL RCB AT CORNER                                                                                       TYPICAL RCB AT END
                                                                                                                                                                                                                                                                                 PLAN VIEW
            DETAIL - PLAN VIEW                                                                                         DETAIL - PLAN VIEW                                                                                                                                        SCALE 1 : 20
                         SCALE 1 : 20                                                                                       SCALE 1 : 20




                                                                                                                                                           N12 'U' BARS WITH                           HORIZONTAL                                                                                 JOGGLE BARS AT LAP                    RCB TOP BAR         CLOSED LIGATURES WITH
                                                                                                                                                           500 LEGS TO LAP WITH                        REINFORCEMENT                                                                              WHERE REQUIRED                        REINFORCEMENT       135 DEGREE COGS
                                                                                                                                                           HORIZONTAL REINFORCEMENT                                                               LAP LENGTH                                                                                                REFER REINFORCEMENT PLANS
                                                                                                                                                                                                                                                                                                                                                            FOR ADDITIONAL INFORMATION
             LIGATURES FOR ALL                                                LIGATURES FOR ALL
             BEAMS MUST COG WITH                                              BEAMS MUST COG WITH
             135 DEGREE BEND INTO                                             135 DEGREE BEND INTO
                                                                                                                                UPSTAND HEIGHT



             CENTRE OF BEAM                                                   CENTRE OF BEAM
                                                                                                                                                                                                                                                                                                                                                            300 COG
                                                                                                                                                                                                                                                                                                                                                            (TYP. U.N.O.)



                                                                                                                                                                                                                                                                                                                                                                   SLAB


                                        ONLY ACCEPTABLE BEAM LIGATURE DETAILS

                                        NOTE:
                                        BUILDER TO NOT CUT LIGATURE WITHOUT                                                                                                                                                                                                                                                                              LAP LENGTH
                                        ENGINEER APPROVAL
                                                                                                                                                                  FULL DEPTH COGS                                                                                                                 JOGGLE BARS AT LAP                    RCB BOTTOM BAR
                                        NOTE:                                                                                                                     WHERE SLAB TERMINATES                                                                                                           WHERE REQUIRED                        REINFORCEMENT                       EXTEND BARS WHERE
                                        ENGINEER TO BE NOTIFIED OF ANY VARIANCE                                                                                                                                                                                                                                                                                             SLAB CONTINUES U.N.O.


                    LIGATURE DETAILS                                                                                                             TYPICAL UPTURN RCB DETAIL - ELEVATION
                    SCALE 1 : 20
                                                                                                                                                 SCALE 1 : 20




C1     ##.##.####     REVISION NAME                                                                                                                                                                            BRISBANE
                                                                                        DESIGNED:          APPROVED:
                                                                                                                                                                                                          T: 07 3852 4333    CONSULTANTS:                                                                       PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT                             PROJECT NUMBER
                                                                                                                                                                                                                             CONSULTANTS NAME                                                                                                                                             S24-###
                                                                                                                                                                WE S TE R A
                                                                                                                                                                                                            GOLD COAST
                                                                                        DRAWN:
                                                                                                                                                                                                          T: 07 5571 1599                                                                                       LOCATION: PROJECT LOCATION
                                                                                                                                                                                                        SUNSHINE COAST
                                                                                                                                                                                                                                                                                                                                                                                       SHEET NUMBER
                                                                                        CHECKED:
                                                                                                                                                                PART NE RS                                T: 07 5391 3777
                                                                                                                                                                                                         NORTHERN NSW
                                                                                                                                                                                                                            USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
                                                                                                                                                                                                                            PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
                                                                                                                                                                                                                                                                                                                TITLE:    CONCRETE WALL DETAILS
                                                                                                                                                                                                                                                                                                                                                                                            2.6
                                                                                                                                                                                                                                                                                                                                                                                             .
                                                                                        DATE:                                                     STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS                                  DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
                                                                                                                                                                                                          T: 02 6674 8047   THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
                                                                                                                                                                                                       CENTRAL VICTORIA
                                                                                                                                                                                                                                                                                                                          CLIENT NAME                                                               ##
                                                                                                                                                                                                                            STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
                                                                                        PAGE SIZE:   A3    For and on behalf of                     www.westerapartners.com.au    ABN 52 097 417 975
                                                                                                                                                                                                                            CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS.       CLIENT:                                                               REVISION
No.     DATE          REVISIONS                                             DRN   ENG                      WESTERA PARTNERS PTY. LTD.                                                                     T: 03 5441 0922