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RFI - S25-054 Revised Concept Issue 18.06.2025 updated

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                                                                                                                                                                                       1                                                       2                            3                                                              4
                                       items legend
                                                                                                                                                                                                                                                                                                   1                                                                                      1
                                                                                                                                                                                                                                                    210
                                                                                                                                                                                                                                                       0
                                        window code. refer to window           20                          step up code. note step line                                                                                                                                                           400.12                                                                                 400.11
                                        elevations + door/window                                           occurs on low side of level                                                                    399                                         1                                        462                              1                          1                                              1
                                        hardware schedules                  high lvl high lvl - 20 mm      change                                                                                            0                                      400.08
                                                                                                                                                                                                                                                                                                  0                            400.06                     400.07
                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF PILING TO BE
                                                                                                                                                                                                                                                                                                                                                                                                        400.05


                                        material code. refer finishes          (cos)                       check on site
                                                                                                                                                                                                                                             site boundary I 43.533 m approx I 90° 00' 00''                                                                                 CONFIRMED ON SITE WITH BUILDER
                                                                                                                                                                                                                                                                                                                                                                            AND PILING CONTRACTOR.
                                        schedule (typical).                    (mir)                       mirrored detail
                                        component code.                        (sim)
                                                                               (part)
                                                                                                           similar detail
                                                                                                           partial detial
                                                                                                                                                                                                ##                                             APPROX INVERT LEVEL                                                                                                          ENGINEER TO BE NOTIFIED OF ANY
                                        (refer material code for similar)
                                                                                                                                                                                              ##                                               AT FOOTING 43.8                                                                                            slope greater thanVARIANCE
                                                                                                                                                                                                                                                                                                                                                                              33% past TO DOCUMENTATION
                                                                                                                                                                                                                                                                                                                                                          this line (based on NGL)
                                        door/gate code. refer to window          2700      height*         ceiling code                                                                                        site LPOD - refer to civil                                                                                                                            400
                                        elevations + door/window                Ipb01      finish**        * heights are relative to                                                                           enginnering design
                                        hardware schedules                                                 associated finished floor                                                                                                                                                                        N1
                                                                                                           * refer finishes schedule
                                                                                                                                                                                                                                              FB                                        FB                                                                                                                                                 2.0m setback
                                       spot level                                SSL xx.xxx              structural slab level
                                       tos = top of step
                                       bos = bottom of step                      FFL xx.xxx              finished floor level                                                                                                                                                                                                                                                      NLB
                                       RL = lvl at point (AHD typ)
                                                                                                                                                                                                                                 120




                                                                                                                                                                                                                DJ1
                                                                                 RL xx.xxx               top of wall (surface) level
                                                                                                                                                                                                                                                                                                                                                                                                            bar   fridge +
                                                                                                                                                                                                                                                                                                                                           tv
                                       notes                                                                                                                                                                                                                                                                                                                                                                      dishwasher + zip

                                                                                                                                                                                                                                         SP
                                     o be carried out in accordance with the general                                               1                                                                                                                                 FB
                                       on notes in coversheets of this package.
                                                                                                                                  400.10
                                                                                                                                                                                                                SCJ
                                     o be carried out in accordance with the DA (if required)                                                                                                                                                                                                              N1
                                                                                                                                                                                                                    SP




                                                                                                                                                                                IL
                                                                                                                                                                          pool                                                           BW1-R FB
                                       luding drawings & conditions.




                                                                                                                                                                              TA
                                     are required to all stairways where a change of level of




                                                                                                                                                                            DE
                                      r greater occurs as per BCA 2013 Part 3.9.2.4.                                   ##




                                                                                                                                                                       RE




                                                                                                                                                                                                                                                                                                                                NLB




                                                                                                                                                                                                                                                                                                                                                                                                                                     NLB
                                                                                                                  ##                                                                                                                                                                                                                              skylight over
                                      ndary locations are not clear, the builder shall arrange




                                                                                                                                                                     TU
                                      to locate the boundaries and complete an identification
                                                                                                                                                                                                                                                                                                                                                                             games room




                                                                                                                                                                 FU
                                     or to setting out the new work.
                                                                                                                                                                                                                                                                                                                                                                                      120
                                                                                                                                                                                                                       SP water tank




                                                                                                                                                             TO
                                                                                                                                                                                                                                                                                                                                                                                   stn01




                                                                                                                                                                                                                                                   -R
                                     hown are existing and do not represent finished levels.
                                                                                                                                                                                                        SCJ




                                                                                                                                                                                                                                                             FB
                                                                                                                                                            OL




                                                                                                                                                                                                                                                BW1
                                                                                                                                                                                                                                                                                                                                                                               FFL 44.800




                                                                                                                                                           PO




                                                                                                                                                                                                                                                                            e
                                                                                                                                                                                                                                                                           r lin
                                                                                                                                                                                                                                       200




                                                                                                                                                                                              DJ1
                                                                                                                                                                                                                                                                                                                                                                                                                                                    400




                                                                                                                                                                                                                                                                             e
                                                                                                                                                                                                                  FB




                                                                                                                                                                                                                                                                          sew
                   SHEAR PILES TO UNDERSIDE OF POOL TO                                                     1
                                                                                                                                                                                                                             FB
                                                                                                         400.09
                   SPECIALIST PILING CONTRACTORS DESIGN &                                                                                                                                                                                                                                                                                                                                                  L0
                   CERTIFICATION (SPACINGS, DEPTHS, ETC. TBC)
                                                                                                                                                                                                                                                                                                                                                                                                           d21                                            PILING CONTRACTOR TO
                   BUT DESIGN TO BE IN ACCORDANCE OF                                                                                                                                       SCJ                                                                                                                                                                                                                                                            ACCOMODATE LIFT OVERRUN
                                                                                                                                                      spa                                                                 BW1-R                                                                                                                                                                                                                           EXCAVATION INTO DESIGN OF PILES
                   TECTONIC GEOETCHS RECOMMENDATIONS




                                                                                                                                                                                                             SP
                                                                                                                                                                                                                                                                                                                                  cold plunge?

                                                                                                                                                                                                                                                                                                                                                                                    400                                                                   REFER ARCHITECT FOR SPECIFICS




                                                                                                                                                                                                                                                                                                                                                                                                                        LIF
                                                                                                                                                                                                                                                                                                                                                                                                                          T
                                                                                                                                                                                                                                                                                                                                                                                                                                  lift




                                                                                                                                                                                                                                                                                                                                                                                                                            OV
                                                                                                                                                                                                                                                                                                                                                                                                                                               ##




                                                                                                                                                                                                                                                                                                                                                                                                                              ER
                                                                                                                                            SP




                                                                                                                                                                                                                                                                                                                                                                                                                                 RU
                                                                                                                                                                                                                                                                                                                BW2




                                                                                                                                                                                                                                                                                                                                                                                                                                     N
                                                                                                          FB




                                                                                                                                                                                                                                       FB
                                                                                                                                                                                                                                                                                                                                 swr
                                                                                                                                                                     SP                                                                                                                                                                                                                                FFL 44.800
                                                                                                                                                                              DEJ                  SP                                                                                                                                                                                                                    lift control

                                                                                                                                                                                                       TPZ encroachment of pool
                                                                                                                                                                                                       S pool footing - 3.00 sqm
                                                                                                                                                                                                       and
                                                                                                                                                                                                        CJ
                                                                                                                                                                                                                                                                                                  400                                                                                                       L0             L0                  DENOTES CFA RETENTION PILES TO BE
                                     anagement
                                                                                                                                                                                                                                                                                                                                          bathroom
                                                                                                  ck




                                                                                                                                                                                                                                                                                                                                                                       L0
                                                                                                                                                  120                                                                                                                                                                                                                                                       d22            d23                 DESIGNED,CERTIFIED & INSTALLED BY




                                                                                                                                                                                                                                                                                                                                           -70
                                                                                             etba




                                      easement                                                                                                                                                                                                                                                                                                                         d25
                                                                                                                                                                                                 120                                                                                                                                                                                                                                           SPECIALIST PILING CONTRACTOR




                                                                                                                                                                                                                                                                                                                                                SET
                                                                                           ms




                                                                                                                                                                                                                                                                                                                                                                   mirror
                                                                                                                                                                       1
                                                                                        10.0




                                                                                                                                                                                                                                                                                                                                                 DO
                                                                                                                                                                          J




                                                                                                                                                      ##                                                                                                                                                                                                                                                                                       POTENTIAL 150 THICK SHOTCRETE
                                                                                                                                                                     FB D




                                                                                                                                                                                     SP                                                                                                                                                     L0           L0




                                                                                                                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                          -R
                                      lved during footing




                                                                                                                                                                                                                                                                                                                                NLB
                                                                                                                                                 ##                                                                                                                                                                                         d27          d26                                                                                   WALL WITH ADDITIONAL




                                                                                                                                                                                                                                                                                                                                                   N
                                                                                                                                                                                                        BW1

                                     ck for feedback on




                                                                                                                                                                                                                                                                                                                                                                                                                                     NLB
                                     stem                                                                                                                                              pump                                                                                                                                      seat
                                                                                                                                                                                                                                                                                                                                                                                                                                               WATERPROOFING TO BE CONFIRMED
                                                                                                                            FB                                                            and                                                                BUILDER TO ENSURE EXISTING
                                                                                                                                                                                                                                                             SEWER PIPE NOT UNDERMINED
                                                                                                                                                                                                                                                                                                                                                                              gymnasium
                                                                                                                                                                                      service
                                                                                                                                                                                     SC                                                                      DURING EXCAVATION OTHERWISE                                            sauna               wc                           stn01
                                                                                                                                                                                        J                                                                    PIPE PROTECTION REQUIRED
                                                                                                                                                                                        room
                                                                                                                                                                                                                            ne
                                                                                                                                                                                                              FB




                                                                                                                                                                                                                                                             A SAFE BATTER MAY BE REQUIRED                                                                                         FFL 44.800
                                                                                                                                                                                                                                                                                                                                                                                                                                              LF1
                                                                                                                                                                                                                       er li




                                                                                                                                                                                                                                                                                                                                                         wc
                                                                                                                                                                           SP                                                                                                                                                                                                        120
                                                                                                                                                                                                                    sew




                                                                                                                                  SRZ
                                                                                                                  ##
                                                                                                                  ##                                  L00
                                                                                                                                                      d51
                                                                                                                                                                                                                                             TPZ encroachment of
                                                                                                      tree N.25                                                                                                                              house footing - 14.30 sqm                                                                  wine cellar                    L0
                                                                                                                                                                     total encroachment
                                                                                                                                                                          17.30 sqm
                                                                                                                                                                                                                                                                                                     N1                                                                d24

                                                                                                                                                                                                                                                             FB
                                                                                                                                                                                                                                                                                                                                                                                   NLB

                                                                                                                                                       CW2           FB                                                                FTG                           FTG                                                                                                            2.0m setback
                                                                                                                                           SP
                                                                                                                                                                                                                                                                                                                                                                                    1.5m setback
                                                                                                                                                                                                                                         APPROX INVERT LEVEL
                                                                                                                                                                                                          TPZ - 221sqm total             AT FOOTING 45.00
                                                                                                                                                                                    1200                                                                                                                                                                            400
                                                                                                                                                                                                       1200                              APPROX. LOCATION OF EXISTING

         REFER NEXT PAGE FOR
                                                                                                                                                                                                                                                                                                                                                                                                  ##
                                                                                                                                                                                                                                         150DIA SEWER PIPE.
                                                                                                                                                                                                                                         POSITION AND LEVELS TO BE
                                                                                                                                                                                                                                         CONFIRMED ON SITE

         APPLICABLE NOTES &                                                                                                                                                                                                                                     LOWER FLOOR SLAB & FOOTINGS PLAN
                                                                                                                                                                                                                                                                      SCALE 1:100

         LEGENDS
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:              GROUND FLOOR SLAB & FOOTINGS PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .
                                                                                                                                            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
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