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

                                                                                                           N12-200
                                                                                                                     N12-200




                                                                                           N16-200 EXTRA
                                                                                           4000 LONG
                                                                          N16-200
                                                                                                                                                    N12-200                                                                                         N12-200




                                                                                                                                                                         N12-200




                                                                                                                                                                                                                                                                                                                                N12-200
                                                                                                                                                   6N16-200 EXTRA                                                                                                  6N16-200 EXTRA                     6N16-200 EXTRA                                               4N12-200 EXTRA
                                                                                                                                                   4000 LONG                                                                                                       4000 LONG                          4000 LONG                                                    4000 LONG
                                                         8N12 EXTRA
                                                                                               3N28




                                                         3000 LONG




                                                                                                                                                                                              6N16-200 EXTRA




                                                                                                                                                                                                                                   6N16-200 EXTRA




                                                                                                                                                                                                                                                                                                              6N16-200 EXTRA
                                                                                                                                                                    N16-200                                                                              N16-200




                                                                                                                                                                                              4000 LONG




                                                                                                                                                                                                                                   4000 LONG




                                                                                                                                                                                                                                                                                                              4000 LONG




                                                                                                                                                                                                                                                                                                                                N16-200
                                                                                                3N28




                                                           N1 & N2 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
                                                                                                                                                                                                                                                                                                                                                                                                                                           N1 & N2 VILLA GROUND FLOOR TOP REINFORCEMENT
                                                                                                                                                                                                                                                                                                                                                          Drawn By                    Designed By    Approved By
                                                                                                                                                                                                                                                                                                                                                            JAL                         JM            JO
                                                                                                                                                                                                                                                                                                                                                                                                                                           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                                                                                                                          S312                                             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