RFI - S25-054 Revised Concept Issue 18.06.2025 updated

                                                          CL
                                                                                                                                                                                                                                                                                                                                                   1.5 x 'D'

                                                                                                                                              3/N16 STARTER BARS x 800 LONG                                                                                                                                                                        500         300
                                                                                                                                              TOP AND BOTTOM
                                                                                                                                              RAMSET 801 CHEMSET
                                     BLOCK WALL                                                                                               (140 MIN. EMBED.)
                                     REFER PLAN
                                                                                                                                              FOOTING REINFORCEMENT




                                                                                                                                                                                                                                                                                                                                                                                           'D'
                                                                              SLAB REFER                                                      FOOTING BEAM
                                                                              PLAN                                                                                                                                                      BLOCK WALL
                                                                                                                                                                                                                                        REFER PLAN                                                       N12 CLOSED TIES
                                                                                                                                                                                                                                                                                                         AT 300 MAX. CRS.


                                                                                                                                                                                                                                                                                                                                                                               REINFORCING BARS

                                                                                    FB#
       SCREW PILE CUT OFF TO                                                                                                                                                                                                                                                                                                                                         'Z' BARS TO MATCH
                                                                                    REFER DETAIL                                                                                     600 LAP
       UNDERSIDE OF FOOTING                                                                                                                                                                                                                                                                                                                                          No. AND SIZE OF


                                                                        MIN.
                                                                         50




                                                                                                                                                                                                                                                                                  'D'
                                                                                                                                                                                                                                                                                                                                                                     REINFORCING BARS

       SCREW PILE ANCHOR
                                                                                450 SQ. x150 MIN. DEEP
       BAR WHERE REQUIRED
                                                                                LOCALISED THICKENING
       TO CONTRACTORS                                                                                                                                                                                                                                                                                                                                                  600SQ. x 150 DEEP
       DETAIL (TYP.)                                                                                                                                                                                                                                                                                                           300
                                                                                                                                                                                                                                                                                         REINFORCING BARS                                                              LOCALISED THICKENING
                                                                                                                                                                                                                                                                                                                                                         500
                                                                               SCREW PILE BY
                            ℄ OF PILE AND
                                                                               SPECIALIST CONTRACTOR
                            ℄ WALL OVER                   CL                                                                                                                                                                                                                                                INDICATIVE PILE SHOWN



                                            (TO BE CONFIRMED BY CONTRACTOR)

       INDICATIVE SCREW PILE TO FOOTING                                                                                        FB# TO BLOCK CONNECTION DETAIL
       CONNECTION DETAIL
                                                                                                                               SCALE 1 : 20
                                                                                                                                                                                                                                                                                                                     FOOTING BEAM STEP DETAIL
                                                                                                                                                                                                                                                                                                                     SCALE 1 : 20
        SCALE 1:20
                                                                                      EQUAL                                                                           EQUAL
                                                                                                                                          TOP REINFORCEMENT TO BE CONTINUOUS
                                                                                                                                          OR CRANK AND LAP AT MID SPAN BETWEEN PILES.
                                                                                                                                          TYPICAL. ALTERNATIVELY PROVIDE MATCHING SPLICE
                            TOP REO                                                                                                                                                                                                                    TOP REO
                                                                                                                                          BARS LAPPED OVER BOTTOM REINFORCEMENT.
                                                                                                                                                                                                   LAP LAP

                                                                                                                                                                                                                                                                                                                                                                       LONGITUDINAL TOP & BOTTOM
                                                                                                                                                                                                                                                                                                                                                                       CORNER BARS TO BE IN CONTACT
                                                                                                                            800 LAP
                                                                                                                                                                                                                                                                                                                                                                       WITH LIG BEND (TYP.)
                                     LIGS                                                                                      LIGS                                                                                                                LIGS
                                                                                                                                                                                                                                                                                                                                                                       SPLICE OR LAPPING
                                                                                                                                                                                                                                                                                                                                                                        BARS TO LAP INSIDE
                                                                                                                                                                                                                                                                                                                                                                       LONGITUDINAL BARS (TYP.)

                                                                                                                                                                                                                                                                                                                                                                       LIGS
                                              800 LAP                                                                                                                                                800 LAP
  BOTTOM REO                                                                                                                                   BOTTOM REO                                                                                                          BOTTOM REO
                                                                      BOTTOM REINFORCEMENT TO BE CONTINUOUS
                                                                      OR CRANK AND LAP AT PILES. TYPICAL.                                     LAP LAP                                                                                       BOTTOM REINFORCEMENT TO BE CONTINUOUS
                                                                                                                                                                                                                                            OR CRANK AND LAP AT PILES. TYPICAL.
                                                                                                                                                                                                                                                                                                                                    TYPICAL FOOTING BEAM
                                                                      ALTERNATIVELY PROVIDE MATCHING SPLICE
                                                                      BARS LAPPED OVER BOTTOM REINFORCEMENT.                                                                                                                                ALTERNATIVELY PROVIDE MATCHING SPLICE
     INDICATIVE PILE SHOWN.                                                                                                                              INDICATIVE PILE SHOWN.                                                             BARS LAPPED OVER BOTTOM REINFORCEMENT.
     TYPE TO BE CONFIRMED BY BUILDER
     PRIOR TO CONSTRUCTION.
                                                                                                                                                         TYPE TO BE CONFIRMED BY BUILDER
                                                                                                                                                         PRIOR TO CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                    LIGATURE BEND DETAIL
                                                                                                                                                                                                                                                                                                                                    SCALE 1 : 20


                                                               TYPICAL FOOTING BEAM (FB#) ELEVATION
                                                               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:     FOOTING DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                 3.2
                                                                                                                                                                                                                                                                                                                                                                                                  .
                                                                                           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