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

                                                                                                                                                      PROVIDE RADIAL TRIMMERS FOR VOIDS AND
                                                                                                                                                      INSTALL REINFORCEMENT IN ACCORDANCE
                                                                                                                                                      WITH PENETRATION DETAIL TYP




                                                                                                                                                                         4N16-200 EXTRA




                                                                                                                                                                                                                                                  4N16-200 EXTRA
                                                                                                                                                                         3000 LONG




                                                                                                                                                                                                                                                  3000 LONG
                                                                                                     N16-200                                                                                                                                                                                                       N16-200




                                                                                                                                                                                                  4N16-200 EXTRA             4N16-200 EXTRA
                                                                                                                                                                                                  3000 LONG                       3000 LONG




                                                                                                                       4N12-250 EXTRA




                                                                                                                                                                                                                                                                                                                        4N12-250 EXTRA
                                                                                                                                            N12-250




                                                                                                                                                                                                                                                                                     N12-250
                                                                                                                                                                                                                                                                                                 4N12-250 EXTRA




                                                                                                                       3000 LONG




                                                                                                                                                                                                                                                                                                                        3000 LONG
                                                                                                                                                                                                                                                                                                 3000 LONG




                                                                                                                      4N12-250 EXTRA
                                                                                                                      3000 LONG
                                                         N16-200                           N12-250                                                                                                                                                                                                                                       N12-250                                             N16-200
                                                                     N16-200




                                                                                                                                                                                                                                                                                                                                                                                                           N16-200
                                                                                                          N16-200                                                                                                                                                                                             N16-200




                                                               N1 & N2 VILLA UPPER 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 2nd & 3rd                                                                                                           •     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 1st & 4th




                                                                                                                                                                                                                                                                     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 UPPER 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                                                                                                                                                        S322                                             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