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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299

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Original PDF page 53, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                   LEGEND:
                                                                                                                                                                                                                                                                                                                                                   .........     BLOCKWORK OVER

                                                                                                                                                                                                                                                                                                                                                   .........     CONCRETE COLUMN / WALL OVER

                                                                                                                                                                                                                                                                                                                                                   .........     LOAD BEARING ELEMENT UNDER

                                                                                                                                                                                                                                                                                                                                     THK           .........     DENOTES SLAB THICKNESS

                                                                                                                                                                                                                                                                                                                                           STEP
                                                                                                                                                                                                                                                                                                                                                   .........     DENOTES SLAB STEP

                                                                                                                                                                                                                                                                                                                                     BCJ           .........     DENOTES BLOCKWORK
                                                                                                                                                                                                                                                                                                                                                                 CONTROL JOINT

                                                                                                                                                                                       STEP


                                                                                                               250                                                                                                                                250                                                                            SCHEDULE OF CONCRETE ELEMENTS
                                                                                                               MIN                                                                                                                                MIN
                                                                                                                                                                                                                                                                                                                                 SLABS
                                                                                                                                                                                                                                                                                                                                 THICKNESS          REMARKS
                                                                                                                                                                                                                                                                                                                                 200                REFER REINFORCEMENT PLANS
                                                                                                                                                                                                                                                                                                                                 250                REFER REINFORCEMENT PLANS
                                                                                                                                                                                                                                                                                                                                 500                REFER REINFORCEMENT PLANS




                                                                                                                            STEP




                                                                                                                                                                                                                                        STEP
                                                                                                             500                                                                                                                                  500
                                                                                                             MIN                                                                                                                                  MIN




                                                                                                                                          800 FOLD TYP




                                                                                                                                                                                                                                                        800 FOLD TYP
                                                                                                                                                                                       STEP




                                                                                        800 FOLD TYP
                                                                                                                                                                                                                                                                                            STEP




                                                                                                                                                                                STEP




                                                                                                                                                                                                             STEP
                                                                           STEP
                                                                                                                                                                STEP                                                       STEP

                                                                                                                                                                                200    STEP                   200                                                                     500
                                                                                                                                                                                                                                                                       800 FOLD TYP   MIN
                                                                                                                                         250             NRC                                                                      250
                                                                                                                                         MIN                                                                                      MIN
                                                                                                                                                         S335


                                                         NRA




                                                                                                                                                                                STEP




                                                                                                                                                                                                             STEP
                                                         S335
                                                                                  500
                                                                                  MIN

                                                                                                                                                                 NRB




                                                                                                                                                                                                                                                        800 FOLD TYP
                                                                                                                                          800 FOLD TYP




                                                                                                                                                                  S335
                                                                                                                                                                                       STEP




                                                                                                                                   500                                                                                            500
                                                                                                                                   MIN                                                                                            MIN
                                                                                                                     STEP




                                                                                                                                                                                                                                                STEP
                                                                                                                                                                         STEP                                       STEP

                                                                                                       250                                                                                                                                     250
                                                                                                       MIN                                                                                                                                     MIN

                                                                                                                                                                                         STEP


                                                                                                                                                                                              SPLIT LEVELS




                                                                N1 & N2 VILLA ROOF GENERAL ARRANGEMENT PLAN
                                                                SCALE 1 : 50




      500mm       0          500    1000   1500   2000
                                                                                                                                                                                                                                                                                                                                                                                                INFORMATION
 1 :50
                                                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                   Client                                         Status                                    Title
                                                                                                                                                                                                                                                                                                    MARK BAIN                                      INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                            N1 & N2 VILLA ROOF GENERAL ARRANGEMENT PLAN
                                                                                                                                                                                                                                                                                                   Drawn By         Designed By                   Approved By
                                                                                                                                                                                                                                                                                                     JAL              JM                           JO
                                                                                                                                                                                                                                                                                                   Project No.      Discipline                    Scale

                                                                                                                                                                                                                                                        [email protected]                     20220173         STRUCTURAL                   As indicated               (at A1)

                                                                                                                                                                                                                                                                                                   Project Name
                                                                                                                                                                                                                                                        37 MARY ST NOOSAVILLE, QLD                                                                                                          Drawing No.                                      Revision
1        04.11.22 ISSUE FOR INFORMATION                                                                JAL    JO                                                                                                                                                                                    NOOSA VILLAS
                                                                                                                                                                                                                                                        07 5211 1003                                                                                                                         S330                                             1
Rev        Date       Description                                                                      By     Chk                                                                                                                                                                                   10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
                                                                                                                                                                                                                                                                                                                                                               FULL SIZE ON ORIGINAL    0           10    20   30   40   50   60   70   80        90    100 mm

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