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Council further RFI Issue (1)

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                                                                                                                                                          A
                                                               A.2                                                              B.2                     WD.2.07                                     C.2                                                                  D.2                                                                   E.2                                                   F.2                                                                G.2

                                                                                                     7,380                                                7,380                                                                         7,380                                                       7,570                                                          3,530                                                                6,080
                                                                                                                                                                                                                                                       WD.2.06
                                                                    190                      4,520                              5,530                                     4,520                                           4,690                          W               5,570                                      4,500                       190


                                                                                                                                                                      3,665                     855      1,045




                                                                                                                                                                                                    RAMP
                                                                                                                                                                                                    1:10
                                                                                                                                                                                                    RAMP
                                                                                                                                                                                                    1:40




                                                                                                                                                                                                                                                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                                                                                                                                                                                  .51
                         1.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.2




                                                                                                                                                                                                    RAMP
                                                                                                                                                                                                    1:10
                                                                                             DRIVEWAY - REFER                                      DRIVEWAY - REFER                                                                  DRIVEWAY - REFER                                         DRIVEWAY - REFER
                                                                                                CIVIL DWGS                                            CIVIL DWGS                                                                        CIVIL DWGS                                               CIVIL DWGS
                                                                                                                                                                                                                                                                                                                                                                  3,665                           55                      3,325
                                3,400




                                                                                                                                                                                                                                                                                                                                                                  3,665                           55        1,225
                                                                                                                                   CONC SLAB                                                    CONC SLAB                                                                      CONC SLAB
                                                                                                                                                                                                                                                                                                              THR
                                        1,560




                                                                                                             THR                                                    THR                                                                                THR
                                                                                                                                   SFL+12.445




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  630
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          630
                         2.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.2
                                        590




                                                                                                                    STEP 35




                                                                                                                                                                                                                                                             STEP 35
                                                                                                                                                                                                                                                                                                                                                                                                                        CONC SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                        SFL+10.220




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3,129
                                                                                                                                                                                                                                                                                                                                 STEP 2500
                                                                                                                                                                                                   40230
                                                              230     1,250          1,810                                                                                1,810               1,250      1,250             1,810                                                                                    1,810              1,250   40




                                                                                                                                                                                                                                                                                                                                                                                                                                                          WD.2.06
                                6,200




                                                                                  STEP 40




                                                                                                                                                                           STEP 40




                                                                                                                                                                                                                          STEP 40




                                                                                                                                                                                                                                                                                                                    STEP 40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6,759
                                                                                                                                                                                                                                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                                                                                                                                             STEP 100
                                                                                                                                                                                                                                                                                                                                                         CONC SLAB
                                                                                                         840 580




                                                                                                                                                         840 580




                                                                                                                                                                                                                                            840 580




                                                                                                                                                                                                                                                                                                   840 580
                                            WD.2.06




                                                                          FW2                                                                                                                FW2             FW2                                                                                                                         FW2             SFL+10.320
                                              S




                                                                                                                                   CONC SLAB                                                                                                                                   CONC SLAB
                                                                                                                                   SFL+12.480                                                                                                                                  SFL+12.480
                                                                                                                                                                                                                                                                                                                                         FW1
                                                                                                         90 1,440




                                                                                                                                                         90 1,440




                                                                                                                                                                                                                                            90 1,440




                                                                                                                                                                                                                                                                                                   90 1,440
                                                                                                                                                                                                FW1       FW1




                                                                                                                                                                                                                                                                                                                                                                            STEP 40
                                                                    FW1
                                              B                                                                                                                                                                                                                                                                                                                                                                                                           B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5,361
                                                                                                                                                                                                                                                                                                                                                                                       STEP 40
                                            WD.2.07                                                                                                                                                                                                                                                                                                                                                                                                     WD.2.07
                                        11,340




                         3.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3.2
                                                                            FW1                                                                                                                                                                                                                                                   FW1
                                                                                                         1,450




                                                                                                                                                         1,450




                                                                                                                                                                                                                                            1,450




                                                                                                                                                                                                                                                                                                   1,450
                                                                                                                                                                                       FW1                        FW1                                                                                               FW2
                                                                                      FW2                                                                                 FW2                                                 FW2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1,540
                                                                                                                                                                                                                                                                                                                                                                                      FW1                  FW2
                                                                                                         600




                                                                                                                                                         600




                                                                                                                                                                                                                                            600




                                                                                                                                                                                                                                                                                                   600
                                                                                                                    STEP 100




                                                                                                                                                                                                                                                             STEP 100




                                                                                                                                                                                                                                                                                                                                                       STEP 100
                                                              230     900         2,160                                                                                                           40230                                                                                                                2,160             900   40
                                5,730




                                                                                                                                                                                                                                                                                                                                                                                       STEP 20
                                                                                                                                                                           2,160                900    900               2,160
                                                                                                                                                                                                                                                                                                                                 STEP 2500                                   UP
                                                                                                                                                                                                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3,631
                                                                                                                                                                                                                                                                                                                                                                    2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3,440
                                                                                                                                   CONC SLAB                                                                                                                                   CONC SLAB                                                                            3
                                                                                                                                                                                                                                                                                                                                                                                                                                  CONC SLAB
                                                                                                                                   SFL+12.380                                                                                                                                  SFL+12.380
                                                                                                                                                                                                                                                                                                                                                                    4
                                                    2,400




                                                                                                                                                                                                                                                                                                                                                                                                                                  SFL+10.220




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2,221
                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                    6




                         4.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  599
                                                    650




                                                                                                      COURTYARD - REFER                                              COURTYARD - REFER                                               COURTYARD - REFER                                      COURTYARD - REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3,059
                                                                                                      LANDSCAPE DWGS                                                 LANDSCAPE DWGS                                                  LANDSCAPE DWGS                                         LANDSCAPE DWGS




                                                                                                                                                                                                                                                                                                                                                                   3,530                                    190                           5,890

                                                                              3,520                                              7,910                                               3,330                            3,520                                              7,910                                                 3,425            95

                                                                                                                                                          A                                                              E
                                                               A.2                                                              B.2                     WD.2.07                                     C.2                WD.2.06                                           D.2                                                                   E.2                                                   F.2                                                                G.2


                                                                                                                                                          A
                                                                A.2                                                             B.2                     WD.2.07                                      C.2                                                                 D.2                                                                   E.2                                                     F.2                                                              G.2

                                                                                                     7,380                                                 7,380                                                                         7,380                                                        7,570                                                         3,530
                                                                                                                                                                                                                                                       WD.2.06
                                                                                                                                                                                                                                                         W




                          1.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.2


                                                                                                                                                                                                                 CONC SLAB
                                                      3,400




                                                                                                                                                                                                                 SFL+15.350



                                                                                                                                                                                                                                                                                                                                  STEP 2370                             CONC SLAB
                                                                                                                                                                                                                                                                                                                                                                        SFL+13.300
                          2.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.2
                                                                                                                     STEP 100




                                                                                                                                                                                                                                                              STEP 100




                                                                                                                                                                                                                                                                                                                                  STEP 2370          STEP 40




                                                                                                                                                                                                                                                                                                                                                                                                 STEP 40




                                                                                                                                                                                                                                                                                                                                                                                                                                                           WD.2.06
                                                                                   STEP 40




                                                                                                                                                                            STEP 40




                                                                                                                                                                                                                           STEP 40




                                                                                                                                                                                                                                                                                                                     STEP 40
                                                      6,200




                                                                                                                                                                                                                                                                                                                                                                                                                                                             N
                                                 WD.2.06




                                                                                                                                                                                                FW2           FW2                                                                                                                        FW2
                                                                          FW2
                                                   S




                                                                                                                                      CONC SLAB                                                                                                                                CONC SLAB
                                                                                                                                      SFL+15.450                                                                                                                               SFL+15.450


                                               B                                                                                                                                                                                                                                                                                                                                                                                                           B
                                             WD.2.07                                                                                                                                                                                                                                                                                                                                                                                                     WD.2.07

                          3.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.2
                                                                                                                                                                                                                                                                                                                                                                                                                          TIMBER FRAMING
                                                                                                                                                                                                                                                                                                                                                                                                                          REFER STRUCTURAL
                                                                                            FW2                                                                           FW2                                                 FW2                                                                                   FW2
                                                                                                                                                                                                                                                                                                                                                                                                                          DWGS
                                                                                                                     STEP 100




                                                                                                                                                                                                                                                              STEP 100
                                                      5,730




                                                                                                                                                                                                                                                                                                                                  STEP 2500
                                                                                                                                                                                                                                                                                                                                                                                             DN
                                                                                                                                                                                                                                                                                                                                                                               UP
                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                                                        2                             16
                                                                                                                                                                                                                                                                                                                                                                                                      15
                                                                                                                                      CONC SLAB                                                                                                                                CONC SLAB                                                                             3
                                                                                                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                      SFL+15.350                                                                                                                               SFL+15.350
                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                                                        5                             13

                                                                                                                                                                                                                                                                                                                                                                     6                                12

                                                                                                                                                                                                                                                                                                                                                                     7                                11

                                                                                                                                                                                                                                                                                                                                                                     8                                10



                          4.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.2
                                                                                                                                                                                                                                                                                                                                                                                       9




                                                                                                                                                                                                                                                                                                                                                                                                                                   CONC SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                   SFL+13.300




                                  BUILDING 2 UPPER LEVEL
                                  Scale 1:100                                                                                                             A                                                               E
                                                                A.2                                                             B.2                     WD.2.07                                      C.2                WD.2.06                                          D.2                                                                   E.2                                                     F.2                                                              G.2
Notes:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   B L A C K                                                  Project:                              Drawing Title:           Project No.   Drawn By        Drawing No.
                                                                                                                                                                                                   Rev   Date            Description                                                                                                                                                                               Use figured dimensions in preference to scale.                                                         Contact information:
1. These drawings represent a concept design for preliminary cost analysis (MAY 2023) and are NOT FOR CONSTRUCTION                                                                                 E     1/12/2023
                                                                                                                                                                                                         07/07/2023      Council further RFI Issue                                                                                                                                                                 All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                                                                                                                                                   site. These designs, drawings, specifications
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PO Box 781 Tewantin Q 4565          79 - 83 Eumundi Noosa Road            B2 - SLAB SETOUT PLANS   202327        PT              WD.2.04
2. The drawings and diagrams provided herewith are NOT FOR CONSTRUCTION OR BUILDING APPROVAL and to be used for preliminary D&C tendering only.                                                                                                                                                                                                                                                                                                                                                                           Architect Registration # 5386 QLD
                                                                                                                                                                                                                                                                                                                                                                                                                   and the copyright thereof are the property of                                                                                              For CAPITAL PRUDENTIAL
   Structure & Services coordination has not been undertaken.                                                                                                                                                                                                                                                                                                                                                      Blackwood and must not be used, retained or                                     W O O D                Ph: 0416 037 424
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          [email protected]     79 - 83 EUMUNDI NOOSA ROAD & 26       Scale                    Date          Project Stage   Revision
                                                                                                                                                                                                                                                                                                                                                                                                                   copied without the written authority of
                                                                                                                                                                                                                                                                                                                                                                                                                   Blackwood.                                        a r c h i t e c t u r e            &   d e s i g n   www.blackwoodarchitecture.com.au    HEADLAND DRIVE, NOOSAVILLE QLD 4566   1:100 @ A1               1/12/2023     Concept         E
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