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Architectural Plans Received 11.8.2020 · MCU20/0087

Plans and drawings: the text below has words only, no drawings.

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                                                                                                                                                                                                                                                                                SHS                                                                            SHS




                                                                                                                                                                                                                90




                                                                                                                                                                                                                                                                                                                                                                                                      90
INSITU SHOWER RECESSES CONSTRUCT                                                                                                                                                                                                                                                   1760
AS PER BCA PART 3.8.1
NOTE: ENGINEER'S DETAILS & SPECIFICATIONS                                                                                                                                                                                                                                 90                                         7750                                            90
TO TAKE PRECEDENCE OVER THESE DRAWINGS.

SEAL WET AREAS IN ACCORDANCE
WITH AS 3740 & THE BCA                                                                                                                                                                                                                                                                                                 RECESS FOR SLIDING DOOR
                                                                                                                                                                                                                                                                         90




                                                                                                                                                                                                                    6620




                                                                                                                                                                                                                                                                                                                                                                                                         6620
SUBTERRANEAN TERMITE PROTECTION METHOD TO BE IN ACCORDANCE                                                                                                                                                                                                                         1760
WITH AS. 3660.1. TERMITE PROTECTION - KORDON TO ALL PENETRATIONS
AND KORDON TO PERIMETER OF BUILDING.
ANY OTHER SYSTEM USED MUST BE A CERTIFIED SYSTEM TO BCA REQUIREMENTS.                                                                                                                                                                                                             1940                                           6080                                  2880

                                                                                                                                                                                                                                                                                         190              2000                           3800                        190
                                                                                                                                                                                                                                                                               90 1760




                                                                                                                                                                                                                                                                                                                                                                                                                               190
                                                                                                                                                                                                                                         190




                                                                                                                                                                                                                                                              90
                                                                  1000                      4190                                            3690                              3690
                                                                                                                                                                                                                                                                                SHS




                                                                                                                                                                                                                                                                                                                                                                      190
          1840




                                                                                                                                                                                                                                                                  1750
                                                                                                                                                          90                  3600




                                                                                                                                                                                                                                                                                                                                                                                                                              700
                                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                   2840
                                                                                                                                                                       90
                                                                                                                                                                                                                                                                                                                RECESS FOR GRATE TO SUIT
                   190




                                                                                                                                                           SHS




                                                                                                                                                                                                                                                                                  1000
                                                                                                                       90                   3600




                                                                                                                                                                                                                                                                                         190
          1400




                                                                                                                                                                                 1400




                                                                                                                                                                                                                                                                                                                                                                                                                5090
                                                                                                                                                                       1310
                                                                                                                                                                                                                                  CONCRETE BLOCKWORK RETAINING WALLS
                     1210




                                                                                                                                                                                                                                  FOR UPPER FLOOR                                                                          LOWER FLOOR SLAB LAYOUT




                                                                                                                                                                                                                                                                                                                                                                                                                               4200
                                                                                                                                     90
                   190




                                                                                                                        SHS




                                                                                                                                                                                                                                                            190
                                                                        90




                                                                                                                                                                                                                                                                                                                                                                                                                       7670
                                                                                            4100
          1400




                                                                                                                                                   1400
                                                                                                                                     1310




                                                                                                                                                                                                                                                   2340
                                                                                                                                                                                                              190
                     1210




                                                                                                                                                                                                                                                                                                                               1970
                                                                                                                                                                                                                                                                                                25mm RECESSED
                                                                                                                                                                                                                                                                                                WET AREA
                                                        90




                                                                                                                                                                                                                           5660
                   190




                                                                          SHS
          1400




                                                                                                         1400
                                                                 1310
                     1210




                                                                                                                                                                       190
                                                                                                                                                                                     SUB FLOOR POST LAYOUT
                                                                                                                                                                                     BY STRUCTURAL ENGINEER




                                                                                                                                                                                                                                                                                                                            90
                                                                                                                                                                                     FULL HEIGHT POSTS
                                                                                                                                                                                                                                                                                 190             3940                                                (CONCRETE SLAB FLOOR
                   190




                                                                                                                                                                                                                                                                                                                                                                                               2580




                                                                                                                                                                                                                                                                                                                                                                                                                2580
                                                                                                                                                                                                                                                                                                                                                     TO ENGINEERS




                                                                                                                                                                                                                                                                                                                                                                                                                               2580
                                                                                                                                                                                                                                                   2490




                                                                                                                                                                                                                                                                                                                               2490
                                                                                                                                                                                                                                                                                                                                                     DETAILS)
                                                                                                                                     190




                                                                                                                 190                                                                                  190
          2160




                                                                                            4000                                                                              3500                                                      6520
                     1970




                                                                                                                                            3500




                                                                                                                                                                                                              100
                                                                                                                                                          190                                                                                                                    190                       6150                                                4560
                                                                                                                2780




                                                                                                                                                                                                                                                             7500
                                                                                    190




                                                                                                                                                                                                                 0
                            CONCRETE BLOCKWORK RETAINING WALLS




                                                                                                                                     2447
                                                                                                                                                                                                                                                                                                                                                                                  SHS
                                                                    810         190                                                                                                                                               844          SUB FLOOR POST LAYOUT




                                                                                                                                                                                                                                                                                         5180




                                                                                                                                                                                                                                                                                                                                                                                                                4920
                                                                                                                                                                                                                                                                                                                                                                                               5010
                                                                                                                                                                                                                                               BY STRUCTURAL ENGINEER
                                                                                                                                                                                                                                               FULL HEIGHT POSTS
                                                                                                                                                                                 SUB FLOOR POST LAYOUT
                                                                                SUB FLOOR POST LAYOUT                                                                            BY STRUCTURAL ENGINEER                                               3650                                                CONCRETE BLOCKWORK RETAINING WALLS
                                                                                BY STRUCTURAL ENGINEER                                                                           FULL HEIGHT POSTS                                                                                                        FOR UPPER FLOOR
                            FOR UPPER FLOOR
          6370




                                                                                                                               SUB FLOOR POST LAYOUT
                                                                                                                2400




                                                                                FULL HEIGHT POSTS
                                                                                                                               BY STRUCTURAL ENGINEER
                                                                                                                               FULL HEIGHT POSTS


                                                                                                                                                                                                                                                                                                                     SHS                             SHS                           SHS




                                                                                                                                                                                                                                                                                                                                                                                                                90
                         190                                                                                                         2447                                            7638                                                            4015
                                                                                                                              1890




                                                                                                                                                                                                                                                                         190                    3480            90                      4170             90           2790                    90
                                                                                                                                                                                     SWIMMING POOL - ON UPPER LEVEL
                                                                                                                                                                                     (FINAL DESIGN BY POOL BUILDER)
                                                                                                                                                                                                                                                                                                                                      10900
                                                                                                                                                   CONCRETE BLOCKWORK BASE TO TILED DECKS & POOL WALL
                                                                                          5280
                                                                                                                                                                                           14100
                                                                                                                                                                                                                                                                                                                                                                            SLAB                   LAYOUT                     PLAN
                                                                                                                                                                                                                                                                                                                                                                            SCALE 1:100


                                                                                                                                                                 No.                    Description                                  Date
                                                                                                                                                                                                                                                          Working Drawings                                                                    Slab Layout Plan - Lower




                                                                                                                                                                                                                                                                                                                                                                                                                                             29/07/2020 8:13:43 AM
                                                                                                                                                                                                                                                          Ric Stevens
                                                                                                                                                                                                                                                          199 Maximillian Road                                                                Project number                 2440 REV 3                                           Revision

D E S I G N E RS : T I M & P H I L C H R I S T O P H E R           &     AS SOCIATES
email : [email protected] www.christopherdesigngroup.com.au BDAQ member
                                                                                                                                                                                                                                                          North Shore                                                                         Date                               29-7-20              Sheet 11
                                                                                                                                                                                                                                                                                                                                              Drawn by                                   TC
CHRISTOPHER DESIGN GROUP PTY LTD QBCC LICENSE No. 1307316
5/70 Bulcock Street CALOUNDRA Qld AUSTRALIA
                                                                             ACN 604467450
                                                                     OFFICE PH: 07 5491 4666
                                                                                                                                                                                                                                                          Proposed Residence                                                                  Checked by                                TC       Scale                           1 : 100

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