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

                                                                                                                              N12-200
                                                                                                                                             N12-200




                                                                                                                                                          N12-200




                                                                                                                                                                                                                                                                     N12-200
                                                                                  N16-200




                                                                                                                                                                                           N12-200




                                                                                                                                                                                                                                                                                                                                                 N12-200
                                                                                                   N16-200
                                                                                                                                                   6N12-200 EXTRA                                                                                                                                  6N12-200 EXTRA
                                                                                                                                                   6000 LONG                                                                                                                                       6000 LONG

                                                                                                                                                                    N12-200
                                                                                                                                                                               N16-200
                                                                                                   N16-200 (2L)
                                                                                                   LIGS
                                                                                            3N20




                                                                                                                                                                                                            N16-200




                                                                                                                                                                                                                                                                                                                                                 N16-200
                                                                                       N16-200
                                                                                                                         N16-200 (2L)
                                                                                                                         LIGS
                                                                                                                                                                                                                                                                     N16-200
                                                                                                   N16-200 (2L)
                                                                        N16-200




                                                                                                                                                       N16-200
                                                                                                                                                                               N16-200




                                                                                                                  3N20
                                                                                                   LIGS




                                                         N1 & N2 VILLA GROUND FLOOR BOTTOM REINFORCEMENT PLAN
                                                         SCALE 1 : 50



                                                                                                                                                                                                                                                                          2 N20 TRIMMERS TOP
                                                                                                                                                                                                                                                                          AND BOTTOM                    SLAB BOTTOM REINFORCEMENT NOTES                              BEAM BOTTOM 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
                                                                                                                                                                                                                                                                          SLAB REINFORCEMENT                 PENETRATIONS, NOT CUT. PROVIDE N16-200 INFILL BARS.         SIDE FACE REINFORCEMENT AND PROVIDE 1 N16 x 600
                                                                                                                                                                                                                                           MIN.
                                                                                                                                                                                                                                           300




                                                                                                                                                                                                                                                                          COGGED AT PENETRATION.        •    PROVIDE 1 N16x1500 LONG TRIMMER BAR AT ALL RE-ENTRANT       LONG TO EACH PENETRATION FACE AT EACH SIDE OF
                                                                                                                                                                                                                                                                                                             CORNERS.                                                    BEAM. PENETRATIONS LESS THAN Ø100 MAY NOT BE
                                                                                                                                                                                                                                                                                                        •    ALL DISTRIBUTION REINFORCEMENT TO BE N12-300 U.N.O.         SHOWN ON PLAN.
                                                                                                                                                                                            LAY 2nd & 3rd




                                                                                                                                                                                                                                                                                                                                                                     •   ALL BEAMS TO HAVE N12 LIGS AT 300 CRS. UNLESS NOTED
                                                                                                                                                                                                                                                                                                                                                                         OTHERWISE ON PLAN.
                                                                                                                                                                                                                                                                                                                    300 TYP.
                                                                                                                                                                                                                                                                   LAP LENGTH                                                                                                    300 TYP.

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

      500mm       0          500    1000   1500   2000                                                                                                                                                                TYPICAL SLAB PENETRATION DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                  REFER DRG. S001

                                                                                                                                                                                                                                                                                                                                                                                  BEAM BOTTOM REINF. SCHEMATIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         INFORMATION
 1 :50                                                                                                                                                                                                                SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                    Client                                     Status                                Title
                                                                                                                                                                                                                                                                                                                                                                                      MARK BAIN                                 INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     N1 & N2 VILLA GROUND FLOOR BOTTOM
                                                                                                                                                                                                                                                                                                                                                                                    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                                                                                                                 S311                                             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