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

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Original PDF page 23, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                       N12-250

                                                                                                                                                                         4N16-200 EXTRA
                                                                                                                                                                         3000 LONG




                                                                                                              N12-250
                                                                                                                                                                                                                                                          N16-200




                                                                                                                                                                                                                                                                                                       4N16-200 EXTRA
                                                                                                                                                                                                                                                                                                       3000 LONG




                                                                                                                                                                                                                                                                                                                                        N16-250




                                                                                                                                                                                                                                                                                                                          N16-250
                                                                                                                                                                                                    4N16-200 EXTRA
                                                                                                   N12-250




                                                                                                                                                                                                    3000 LONG
                                                                                                                                           4N16-200 EXTRA




                                                                                                                                                                                                                                                N16-200
                                                                                                                                           3000 LONG




                                                                                                                                                                                                                                                                                                                                                                                 N12-250
                                                                             N16-250




                                                                                                                                                                                                    4N16-200 EXTRA
                                                                                                                                                                                                         3000 LONG
                                                                                                   N12-250




                                                                                                                                           4N16-200 EXTRA




                                                                                                              N12-250
                                                                                                                                           3000 LONG




                                                                                                                                                                                                                                                                                                                          N16-200
                                                                                                                                                                                                                                                          N16-200




                                                                                                                                                                                                                                                                                        N16-200
                                                     K1, K2 & K3 VILLA GROUND FLOOR TOP REINFORCEMENT PLAN
                                                     SCALE 1 : 50


                                                                                                                                                                                                                           2 N20 TRIMMERS TOP
                                                                                                                                                                                                                           AND BOTTOM
                                                                                                                                                                                                                                                            SLAB TOP REINFORCEMENT NOTES                                            BEAM TOP REINFORCEMENT NOTES
                                                                                                                                                                                             300                           TYPICAL U.N.O.                   •       LAPS TO SLAB REINFORCEMENT TO BE AS PER TABLE ON                •   LAPS TO BEAM REINFORCEMENT TO BE AS PER TABLE ON
                                                                                                                                                                                             MIN.                                                                   DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN                         DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN
                                                                                                                        LAY 1st & 4th                                                                                                                       •       REINFORCEMENT IS TO BE DISPLACED AROUND                         •   FOR PENETRATIONS LESS THAN Ø100 LOCALLY DISPLACE SIDE
                                                                                                                                                                                                                                                                    PENETRATIONS, NOT CUT. PROVIDE N16-200 INFILL BARS.                 FACE REINFORCEMENT AND PROVIDE 1 N16 x 600 LONG TO EACH
                                                                                                                                                                                                                           SLAB REINFORCEMENT               •       PROVIDE 1 N16x1500 LONG TRIMMER BAR AT ALL RE-                      PENETRATION FACE AT EACH SIDE OF BEAM. PENETRATIONS
                                                                                                                                                                                 MIN.
                                                                                                                                                                                 300




                                                                                                                                                                                                                           COGGED AT PENETRATION.                   ENTRANT CORNERS.                                                    LESS THAN Ø100 MAY NOT BE SHOWN ON PLAN.
                                                                                                                                                                                                                                                            •       ALL DISTRIBUTION REINFORCEMENT TO BE N12-300 U.N.O.             •   ALL BEAMS TO HAVE N12 LIGS AT 300 CRS. UNLESS NOTED
                                                                                                                                                                                                                                                                                                                                        OTHERWISE ON PLAN.
                                                                                                                           LAY 2nd & 3rd




                                                                                                                                                                                                                                                                             LAP LENGTH
                                                                                                                                                                                                                                                                                                                                                LAP LENGTH
                                                                                                                                                                                                                                                                           REFER DRG. S001
                                                                                                                                                                                                                                                                                                                                              REFER DRG. S001
                                                                                                                                                                                                                     LAP LENGTH
                                                                                                      LAYING SEQUENCE U.N.O.                                                                                            TYP.
                                                                                                      BARS REQUIRED IN OTHER SEQUENCE
                                                                                                      ARE TAGGED ON PLAN THUS:-
                                                                                                      (1) LAID 1ST, (2) LAID 2ND                                                                                                                                                                   300 TYP.
                                                                                                      (3) LAID 3RD, (4) LAID 4TH
                                                                                                                                                                         NOTE:
                                                                                                                                                                         FOR PENETRATIONS LESS THAN 300 SQ. REINFORCEMENT                                                                                                                                           300 TYP.
                                                                                                                                                                         IS TO BE DISPLACED NOT CUT. PROVIDE N16-200 INFILL BARS.                                            SLAB TOP REINF. SCHEMATIC

      500mm       0          500    1000   1500   2000                                                                                                      TYPICAL SLAB PENETRATION DETAIL                                                                                                                                                       BEAM TOP REINF. SCHEMATIC
                                                                                                                                                                                                                                                                                                                                                                                                                                        INFORMATION
 1 :50                                                                                                                                                      SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                                                                                            NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                     Client                                   Status                                Title
                                                                                                                                                                                                                                                                                                                                                      MARK BAIN                                INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                    K1, K2 & K3 VILLA GROUND FLOOR TOP
                                                                                                                                                                                                                                                                                                                                                     Drawn By                  Designed By    Approved By
                                                                                                                                                                                                                                                                                                                                                       JAL                       JM            JO
                                                                                                                                                                                                                                                                                                                                                                                                                                    REINFORCEMENT PLAN
                                                                                                                                                                                                                                                                                                                                                     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                                                                                                                       S112                                             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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