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

                                                                                                                                 6N16-200 EXTRA
                                                                                                                                      6000 LONG
                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                          N12-20




                                                                                                                                                                                                                            N12-20
                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                      N16-20




                                                                                                                                                                                                                                                                                                         N12-20
                                                                                                                                                                                                                                                                                                               0
                                                  LAY 2nd & 3rd




                                                                                                N16-200
                                                     LAY 1st & 4th                                        N16-200                                                                                                                                                                0                                                                                         LAY 2nd
                                                                                                                                                                                                                                                                                                                                                                                   &           3rd
                                                                                                                                                                                                                                                                           N16-25




                                                                                                                                                                                                                                                6N16-2
                                       LAYING SEQUENCE U.N.O.                                                                                                                                N16-20
                                                                                                                                                                                                   0




                                                                                                                    N16-200




                                                                                                                                                                                                                                                     5000 LO
                                       BARS REQUIRED IN OTHER SEQUENCE




                                                                                                                                                                                                                                                      00 EXT




                                                                                                                                                                                                                                                                                                                                                                               LAY 1st
                                       ARE TAGGED ON PLAN THUS:-
                                       (1) LAID 1ST, (2) LAID 2ND




                                                                                                                                                                                                                                                             RA
                                                                                                                                                                                                                                                             NG




                                                                                                                                                                                                                                                                                                                                                                                       & 4th
                                       (3) LAID 3RD, (4) LAID 4TH


                                                                                                                                                                                                                                                                                                                                                               LAYING SEQUENCE U.N.O.




                                                                                                                                                                                               6N16-2



                                                                                                                                                                                                                  N16-20
                                                                                                                                                                                                                                                                                                                                                               BARS REQUIRED IN OTHER SEQUENCE




                                                                                                                                                                                                5000 LO
                                                                                                                                                                                                                                                                                                                                                               ARE TAGGED ON PLAN THUS:-
                                                                                                                                                                                                                                                                                                                                                               (1) LAID 1ST, (2) LAID 2ND




                                                                                                                                                                                                      00 EXT



                                                                                                                                                                                                                        0
                                                                                                                                                                                                        NG
                                                                                                                                                                                                                                                                                                                                                               (3) LAID 3RD, (4) LAID 4TH




                                                                                                                                                                                                             RA




                                                                                                                                                                                                                                                                    6N16-2




                                                                                                                                                                                                                                                                                                                   N16-25
                                                                                                                                                                                                                                                                     5000 LO
                                                                                                                                                                                                                                                                           00 EXT




                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                             NG
                                                                                                                                                                                                                                                                                  RA
                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                               N12-20




                                                                                                                                                                                                                                                                                                                             N12-20
                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                      N12-20
                                                                                                                                                                                                                                            0
                                                                         K4, K5 & K6 VILLA UPPER FLOOR BOTTOM REINFORCEMENT PLAN
                                                                         SCALE 1 : 75


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



                                                                                                                                                  NOTE:                                                                                                                                  LAP LENGTH
                                                                                                                                                                                                                                                                                       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

                                                                                                                              TYPICAL SLAB PENETRATION DETAIL
                                                                                                                                                                                                                                                                                                                                                                    REFER DRG. S001

                                                                                                                                                                                                                                                                                                                                                    BEAM BOTTOM REINF. SCHEMATIC
                                                                                                                                                                                                                                                                                                                                                                                                                                               INFORMATION
                                                                                                                              SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                      Client                                         Status                                Title
                                                                                                                                                                                                                                                                                                                                                        MARK BAIN                                     INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                           K4, K5 & K6 VILLA UPPER 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                                                                                                                                S211                                             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