RFI - S25-054 Revised Concept Issue 18.06.2025 updated

                                                                                          STANDARD COG




                                            MAX.
                                            100
                                                                                                                                                                                                                    VERTICAL BARS TO BE IN CONTACT
                                                                                                                                                                                                                    WITH LIG BENDS FULL HEIGHT




                                                                                                                              REFER
                                                                                                                               SLAB

                                                                                                                              PLAN
                                                                                                                                                                                                                    (TYPICAL)                                                                                                    VERTICAL BARS TO BE IN CONTACT
                                                                                                                                                                                                                                                                                                                                 WITH LIG BENDS FULL HEIGHT
                                                                                                                                                                                                                                                                                                                                 (TYPICAL)




                                                                                    50
                                                                                                                                                                                                                                                                                                                                                                                 STARTER BARS TO LAP IN CONTACT
                                                                                                                                                                                                                                      STARTER BARS TO LAP IN CONTACT                                                                                                             INSIDE VERTICAL BARS, TYPICAL
                                                                                                                                                                                                                                      INSIDE VERTICAL BARS, TYPICAL




                                                                                                                                                                 TYPICAL COLUMN REINFORCEMENT DETAIL
                                                                                                       REFER COLUMN DETAILS FOR
                                                                                                       VERTICALS, STARTERS, LIGS & TIES.                                      COLUMN REINFORCEMENT LAP LENGTHS
                                                                                                                                                                                        BAR                         LAP LENGTH UNO
                                                LIGS & TIES AT HALF SPACING




                                                                                                                                                                                        N12                                     500
                                                                                                                                                                                        N16                                     650
                                                                                                                                                                                                                                                                                                                  TYPICAL CIRCULAR COLUMN REINFORCEMENT
                                                   OVER LAP LENGTH




                                                                                                                                                                                        N20                                     800
                                                                                                                                                                                        N24                                     950                                                                               DETAIL (LIG OPTION)
                                                                                                                                                                                        N28                                    1150                                                                               NOT TO SCALE
                                                         LAP




                                                                                           I.J. ALL ROUND (TYPICAL)




                                                                                                                                                                                                                                                                                                                                                                                #/N16
                                                                                                                                                                                                                                                                                                                                                                                N12-200 LIGS




                                                                                                                                                                                                                                                                                                                                                                                                     200
                                                                                                                                                 INDICATIVE FOOTING OUTLINE
                                                                                                                                                 REFER FOOTING PLAN AND
                                                                                                                                                 FOOTING DETAILS                                                                                                                                                                                                                  800


                                                                                                                                                                                                                                                                                                                                                                  CC# DETAIL
                                                                                                                                                                                                                                                                                                                                                                  SCALE: 1:20

                                                                                              STARTER BARS TO MATCH
                                                                                              VERT BARS U.N.O.
                                                                                                                                                                                                                                                                                                                                           COLUMN DETAIL TO BE
                                   TYPICAL COLUMN SECTIONS                                                                                                                                                                                                                                                                               CONFIRMED IN NEXT PHASE
                                   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 COLUMN DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                   2.7
                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                          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