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Council further RFI Issue (1)

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                                                                                                                     A                                                                            WD.3.06                                                                                                                                                                                                                                                               A                                           WD.3.06
                                    A.3                                                     B.3                    WD.3.07                      C.3                                                 W                  D.3                                                    E.3                                                                                                    A.3                                             B.3                              WD.3.07             C.3                         W                 D.3                                          E.3

                                                                     5,360                                 5,500                                                                      5,500                                             5,550                                                                                                                                                            5,360                                                5,500                                       5,500                                                 5,550




                                                                                                                                                                                                                                                                                                 9.4
                                                                                                                                                                                                                                                                                                     7
                                                         1,310                                                       1,400               860         1,100               1,260                                                                  90        2,165                55

                                                   2,220                                6,380                                                                                                                           6,380                   140           2,115



                                               CONC                                                                   CONC                                             CONC                                                                      CONC
                                                SLAB                                                                  SLAB                                             SLAB                                                                      SLAB                                                                                                                                                          TIMBER FRAMING                        TIMBER FRAMING                                           TIMBER FRAMING                            TIMBER FRAMING
                                           SFL+10.135                                                                                                                                                                                                                                                                                                                                                        REFER STRUCTURAL                        REFER STRUCTURAL                                       REFER STRUCTURAL                            REFER STRUCTURAL
                                                                                                                      SFL+10.155                                SFL+9.915                                                                        SFL+9.915
                                                                                                                                                                                                                                                                                                                                                                                                                        DWGS                         DWGS                                                              DWGS                             DWGS




                                                                                                                                                                                         RP




                                                                                                                                                                                                                                                                                                         9.1
                                                         CONC                                                        CONC                                                CONC                                                                    CONC
                                                                                                                                                                                                                                                                                          1.3                                                                                                                                                                                                                                                                                              1.3




                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                          75 5 1
                                                         SLAB                                                        SLAB                                                SLAB                                                                    SLAB
                                                                                                                     SFL                                                 SFL                                                                      SFL



                                                                                                                                                                                           71RP7
                                             UP                                                                                          UP                 UP                                                                                                         UP                                                                                                                  UP                                                                                        UP         UP                                                                              UP

                                                                                                                                                                                                                                                +10.000
                                                    1                                                                             1                              1                                                                                              1                                                                                                                                1                                                                              1                    1                                                                     1
                                                    2                                                              +10.220        2                              2     +10.000                                                                                  2                                                                                                                                2                                                                              2                    2                                                                     2
              6,360




                                                    3                                                                             3                              3                                                                                              3                                                                                                                                3                                                                              3                    3                                                                     3




                                                                                                                                                                                              17 15151
                                                    4                                                                             4                              4                                                                                              4                                                                                                                                4                                                                              4                    4                                                                     4
                                                    5                STEP 20                            STEP 20                   5                              5                       STEP 20                                STEP 20                         5                                                                                                                                5                                                                              5                    5                                                                     5
                                                    6                                                                             6                              6                                                                                              6                                                                                                                                6                                                                              6                    6                                                                     6
                                                                DN                                                     DN
                                                    7
                                                          3                                       CONC SLAB                  3
                                                                                                                                  7                              7
                                                                                                                                                                                DN            CONC SLAB                                              DN
                                                                                                                                                                                                                                                                7                                                                                                                                7                                                                              7                    7                                                                     7


                                                                                                                                                                                              SFL+10.000
                                                    8                                                                             8                              8                                                                                              8                                                                                                                                8                                                                              8                    8                                                                     8
                                                          2                                                                  2                                             2                                                                              2
                                                                                                  SFL+10.220




                                                                                                                                                                                                                                                                                                                                                                                                                           STEP 40


                                                                                                                                                                                                                                                                                                                                                                                                                                           STEP 40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STEP 40


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STEP 40
                                                                                                                                                                                                                                                                                                                                                                                                 9                                                                              9                    9                                                                     9
                                                          1                                                                  1                                             1                                                                              1
                                                                UP                                                     UP                                                       UP                                                                   UP                                                                                                                                          10                                                                             10                   10                                                                    10




                                                                                                                                                                                                                                                                                                               8.7
                                                                                                                                                                                                                                                                                                                                                                                                 11                                                                             11                   11                                                                    11
                                                                                 STEP 270




                                                                                                                                                                                                            STEP 270




                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                                                                                 12                                                                             12                   12                                                                    12
                                                                                                                                                                                                                                                                                                                                                                                                 13                                                                             13                   13                                                                    13
                                                                                                                        1,800




                                                                                                                                                                       1,800




                                                                                                                                                                                                                                                      1,800
                                                        1,778




                                                                                                                                                                                                                                                                                                                                                                                                                                                        FW2
                                                                                                                                                                                                                                                                                                                                                                                                 14                                                                             14                   14                                                                    14
                                                                                                                                                                                                                                                                                                                                                                                                                 FW2




                                                                                                                                                                                                                                                                                           WD.3.06




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WD.3.06
                                                                                                                                                                                                                                                                                                                                                                                                 15                                                                             15                   15           FW2                                     FW2              15
                       WD.3.06




                                                                                                                                                                                                                                                                                                                                                                         WD.3.06
                                                                                                                                                                                                                                                                                             N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                                                                                                                                                 16                                                                             16                   16                                                                    16
                         S




                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                           DN                                                                                        DN         DN                                                                              DN
              1,370




                                         STEP 40




                                                                                                                                      STEP 40



                                                                                                                                                      STEP 40




                                                                                                                                                                                                                                                                    STEP 40
                                                        860




                                                                                                                        860




                                                                                                                                                                       860




                                                                                                                                                                                                                                                      860
                                                                                                                                                                                                                                                                                          2.3                                                                                                                                                                                                                                                                                              2.3
                                    55    975                                                                               940                 40   230              940                                                                                             975                                                                                                                                              FW2                       FW2                                                                    FW2                        FW2
                                                                                                                                                                                     CONC SLAB




                                                                                                                                                                                                                                                                                                                      8.3
                                                                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                      SFL+9.480
                        B                                                                                                                                                                                                                                                                   B                                                                            B                                                                                                                                                                                                                   B
                      WD.3.07                                                                                                                                                                                                                                                             WD.3.07                                                                      WD.3.07                                                                                                                                                                                                             WD.3.07
                                                                                                                                                                     STEP 100




                                                                                                                                                                                                                                                                                          3.3                                                                                                                                                                                                                                                                                              3.3

                                                                                                                                                                                     CONC SLAB
              2,610




                                                                                                                                                                                      SFL+9.380




                                                                                                                                                21,910




                                    A.3                                                     B.3                                                 C.3                                                                    D.3                                                    E.3                                                                                                    A.3                                             B.3                                                  C.3                                           D.3                                          E.3
                                                                         9 .7
                                                                             4




                                                                                                                     A                                       E                                                                                                                                                                                                                                                                                                          A                         E
                                                                                                                   WD.3.07                                 WD.3.06                                                                                                                                                                                                                                                                                                    WD.3.07                   WD.3.06




                                 BUILDING 3 GROUND LEVEL                                                                                                                                                                                                                                                                                                                           BUILDING 3 UPPER LEVEL
                                                                                 EM 60
                                                                                 SP




                                 Scale 1:100                                                                                                                                                                                                                                                                                                                                       Scale 1:100
                                                                                   T.A 85
                                                                                   10

                                                                                      A




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                                     B3 - SLABS SETOUT PLANS                                      202327        PT              WD.3.04
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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