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Council further RFI Issue (1)

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                                            A.1                                                                                 B.1                                                                                         C.1                                                   D.1                                                                                                                  A.1                                                                                   B.1                                                                   C.1                                           D.1




                                                                                                                                                              Sit
                                                                                7,500                                                                                       7,690                                                                    5,550




                                                                                                                                                            e B 14.5
                                                                                                                                                              RL
                                                                                                                                                               en 1m
                                                                                                                                                                 ch
                                                                                                                                                                    ma
                                                                                                                                                                       rk
                                                                                   A                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                 WD.1.07                                                                                                                                                                                                                                                                                                                                                                 WD.1.07


                                                                                                                              WD.1.06                                                                                                                                                                                                                                                                                                                                                      WD.1.06
                                                                                                                                W                                                                                                                                                                                                                                                                                                                                                            W




                                                                                                                          6             6
                                                                                                                          5             5
                                                                                                                          4             4
                                                                                                                          3             3
                                                                                                                          2             2
                                                                                                                          1             1




                                                              3,520                                      3,980                                          3,520                                      3,880
                                   1,100




                                                                                                                                                                                                                                                                                                                                                                                                                             CONC SLAB
                    1.1                                                                                                                                                                                                                                                                                         1.1                                                                1.1                                               SFL+16.560                                                                                                                                                                              1.1
                                                                                                      CONC SLAB                                                                                  CONC SLAB




                                                                                                                                                                                                                                                                                                                                                                                                              STEP 40
                                   2,350




                                                                                                      SFL+13.260                                                                                 SFL+13.260




                                                                                                                                                                                                       STEP 100
                                                                                                           STEP 100




                                           230     900            2,160                                                       350           900            2,160
                                                                                                                                                                                                                                                    4,980




                                                                                                                                                                                                                                                                                                                                                                                                                                STEP 40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STEP 40
                                                                                                                                                          STEP 40
                                                                STEP 40
                           7,080




                                                                                   600




                                                                                                                                                                              600




                                                          FW1                                                                                      FW1
                                                                                   1,450




                                                                                                                                                                              1,450




                                                                          FW2                                                                                   FW2                                                                 CONC SLAB                                                                                                                                                                                         FW2                                                                              FW2
                                                                                                                                                                                                                                         SFL+13.080
                 WD.1.06




                                                                                                                                                                                                                                                                                                                                                                              WD.1.06
                                                          FW1                                                                                       FW1
                                                                                   581 840 19 1,510




                                                                                                                                                                              580 840 20 1,510
                   S




                                                                                                                                                                                                                                                                                                                                                                                S
                    2.1                                                                                                                                                                                                                                                                                         2.1                                                                2.1                                                                                                                                                                                                                                       2.1


                                                                                                                                                                                                                                                     STEP 100




                                                                                                                                                                                                                                                                                    70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STEP 40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STEP 40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TIMBER FRAMING REFER
                                                       FW2                                                                                       FW2                                                                                                                                                                                                                                                                                                                                                      FW2                                                               STRUCTURAL DWGS
                                                                                                                                                                                                                                                                                                                                                                                                                  FW2




                                                                                                                                                                                                                                                                                                             WD.1.06




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WD.1.06
                                                                                                                                                                                                                                                                                                               N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N
                                           230        1,250          1,810                                                    350               1,250        1,810
                           4,850




                                                                                                                                                           CONC SLAB                                                                    CONC SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONC SLAB
                 B                                                                                                                                         SFL+13.360                                                                    SFL+13.180                                                      B                                                                   B                                                                                                                                                                                                                                           B
               WD.1.07                                                                                                                                                                                                                                                                                 WD.1.07                                                             WD.1.07                                                                           SFL+16.560                                                                                                                                                WD.1.07
                                                                                                                STEP 35




                                                                                                                                                                                                       STEP 35




                                                                                                                                                                                                                                                                                                                                                                                                                                          STEP 100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STEP 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FW2
                                                                                                                                                                                                                                                                       STEP 40




                                                                                THR                                                                                         THR
                    3.1                                                                                                                                                                                                                                                                                         3.1                                                                3.1                                                                                                                                                                                                                                       3.1
                                                                                                                                                                                                                                          STEP 20




                                                                                                                                                                                                                                                                                    770



                                                       CONC SLAB                                                                                 CONC SLAB
                                                                                                                                                                                                                                                                                                    11,120
                                                                                                                                                                                                                                                                                            1,280


                                                                                                                                                                                                                                                                                                                                                                                                                     CONC SLAB                                                                            CONC SLAB
                                                                                                             SFL+13.325                                                                                           +13.325                                                                                                                                                                                                                                                                                                                                                            FW2
                                                                                                                                                                                                                                                                                                                                                                                                                     SFL+16.460                                                                           SFL+16.460
                                                                                                                                                                                                                                                                                    1,780




                                                                                                                                                                                                                                                                                                                                                                                                                     DN                                                                                   DN
                           4,060




                                                  17                                                                                    17                                                                                                                                                                                                                                                                   17                                                                                      17
                                                  16                                                                                    16                                                                                                                                                                                                                                                                   16                                                                                      16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STEP 40
                                                  15                                                                                    15                                                                                                                                                                                                                                                                   15                                                                                      15
                                                  14                                                                                    14                                                                                                                                                                                                                                                                   14                                                                                      14
                                                                                                                                                                                                                                                                     460          480




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STEP 100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STEP 100
                                                  13                                                                                    13
                                                                                                                                                                                                                                  CONC SLAB                                                                                                                                                                  13                                                                                      13
                                                  12                                                                                    12                                                                                                                                                                                                                                                                   12                                                                                      12                                                                                                 8
                                                  11                                                                                    11                                                                                              SFL+13.070                   105                                                 105                                                                                 11                                                                                      11                                                                                           105 7
                                                  10                                                                                    10                                                                                                                         WD.10.04                                            WD.10.04                                                                              10                                                                                      10                                                                                         WD.10.046
                    4.1                           9                                                                                         9
                                                                                                                                                                                                                                                                                                                4.1                                                                4.1                       9                                                                                       9                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4.1
                                                                                                                                                                                                                                                                                            6,370




                                                  8                                                                                         8                                                                                                                                                                                                                                                                8                                                                                       8                                                                                                  4
                                                  7                                                                                         7                                                                                                                                                                                                                                                                7                                                                                       7                                                                                                  3
                                                  6                                                                                         6                                                                                                                                                                                                                                                                6                                                                                       6                                                                                                  2
                                                  5                                                                                         5                                                                                                                                                                                                                                                                5                                                                                       5                                                                                                  1
                                                  4                                                                                         4                                                                                                                                                                                                                                                                4                                               CONC  SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                             SFL+16.460
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4                              CONC  SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SFL+16.460
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UP

                                                  3                                                                                         3                                                                                                                                                                                                                                                                3                                                                                       3
                                                  2                                                                                         2                                                                                                                                                                                                                                                                2                                                                                       2
                                                  1                                                                                         1                                                                                                                                                                                                                                                                1                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                     UP                                                                                   UP
                                                                                                                                                                                                                                                                                                    1,380




                                                                                7,500                                                                        4,730                                     2,670                              3,390                     1,775

                                                                                7,500                                                                                       7,400                                                                                    2,310

                                            A.1                                    A
                                                                                                                                B.1                                                                                         C.1 E                                                 D.1                                                                                                                  A.1                                                 A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             B.1                                                                   C.1 E                                         D.1
                                                                                 WD.1.07                                                                                                                                      WD.1.06                                                                                                                                                                                                                    WD.1.07                                                                                                      WD.1.06




                BUILDING 1 GROUND LEVEL                                                                                                                                                                                                                                                                                                                                                  BUILDING 1 UPPER LEVEL
                Scale 1:100                                                                                                                                                                                                                                                                                                                                                              Scale 1:100




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                                         B1 - SLAB SETOUT PLANS                                     202327        PT              WD.1.04
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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