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

                                                                                                          SLAB BOTTOM REINFORCEMENT NOTES                                                   SLAB TOP REINFORCEMENT NOTES
                                                                                                          •   LAPS TO SLAB REINFORCEMENT TO BE AS PER TABLE ON                              •       LAPS TO SLAB REINFORCEMENT TO BE AS PER TABLE ON
                                                                                                              DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN                                           DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN
                                                                                                          •   REINFORCEMENT IS TO BE DISPLACED AROUND                                       •       REINFORCEMENT IS TO BE DISPLACED AROUND
                                                                                                              PENETRATIONS, NOT CUT. PROVIDE N16-200 INFILL BARS.                                   PENETRATIONS, NOT CUT. PROVIDE N16-200 INFILL BARS.
                                                                                                          •   PROVIDE 1 N16x1500 LONG TRIMMER BAR AT ALL RE-ENTRANT                         •       PROVIDE 1 N16x1500 LONG TRIMMER BAR AT ALL RE-
                                                                                                              CORNERS.                                                                              ENTRANT CORNERS.
                                                                                                          •   ALL DISTRIBUTION REINFORCEMENT TO BE N12-300 U.N.O.                           •       ALL DISTRIBUTION REINFORCEMENT TO BE N12-300 U.N.O.


                                                                                                                                                                                                             LAP LENGTH
                                                                                                                      300 TYP.                                                                             REFER DRG. S001




                                                                                          N16-200




                                                                                                                                                                                                                                                                                                                                                                                                           N16-200
                                                                                                                                    LAP LENGTH                                                                                 300 TYP.
                                                                                                                                  REFER DRG. S001

                                                                                                                       SLAB BOTTOM REINF. SCHEMATIC                                                             SLAB TOP REINF. SCHEMATIC



                                                                                                          BEAM BOTTOM REINFORCEMENT NOTES                                                   BEAM TOP REINFORCEMENT NOTES
                                                  N12-200




                                                                                                                                                                                                                                                                                           N12-200
                                                                                                          •   LAPS TO BEAM REINFORCEMENT TO BE AS PER TABLE ON                                  •   LAPS TO BEAM REINFORCEMENT TO BE AS PER TABLE ON
                                                            N12-200                                           DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN                                           DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN                                                      N12-200
                                                                                                          •   FOR PENETRATIONS LESS THAN Ø100 LOCALLY DISPLACE                                  •   FOR PENETRATIONS LESS THAN Ø100 LOCALLY DISPLACE SIDE
                                                                                                              SIDE FACE REINFORCEMENT AND PROVIDE 1 N16 x 600                                       FACE REINFORCEMENT AND PROVIDE 1 N16 x 600 LONG TO EACH
                                                                                                              LONG TO EACH PENETRATION FACE AT EACH SIDE OF                                         PENETRATION FACE AT EACH SIDE OF BEAM. PENETRATIONS
                                                                                                              BEAM. PENETRATIONS LESS THAN Ø100 MAY NOT BE                                          LESS THAN Ø100 MAY NOT BE SHOWN ON PLAN.
                                                                                                              SHOWN ON PLAN.                                                                    •   ALL BEAMS TO HAVE N12 LIGS AT 300 CRS. UNLESS NOTED
                                                                                                          •   ALL BEAMS TO HAVE N12 LIGS AT 300 CRS. UNLESS NOTED                                   OTHERWISE ON PLAN.
                                                                                                              OTHERWISE ON PLAN.
                                                                                                                                                                                                             LAP LENGTH
                                                                                                                      300 TYP.                                                                             REFER DRG. S001
                                                                                N16-200




                                                                                                                                                                                                                                                                                                                                                                 N16-200
                                                                                                                                    LAP LENGTH                                                                                 300 TYP.
                                                                                                                                  REFER DRG. S001

                                                                                                                       BEAM BOTTOM REINF. SCHEMATIC                                                             BEAM TOP REINF. SCHEMATIC
                                                                      N16-200                                                                                                                                                                                                                                                                 N16-200




                                                                                                                                                                                                                             2 N20 TRIMMERS TOP
                                                                                                                                                                                                                             AND BOTTOM
                                                                                                                                                                                                         300                 TYPICAL U.N.O.
                                                                                                                                                                                                         MIN.
                                                                                                                                            LAY 1st & 4th

                                    K1, K2 & K3 VILLA ROOF BOTTOM REINFORCEMENT PLAN                                                                                                                                         SLAB REINFORCEMENT                             K1, K2 & K3 VILLA ROOF TOP REINFORCEMENT PLAN



                                                                                                                                                                                           MIN.
                                                                                                                                                                                           300
                                    SCALE 1 : 50                                                                                                                                                                             COGGED AT PENETRATION.                         SCALE 1 : 50
                                                                                                                                               LAY 2nd & 3rd




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

                                                                                                                                                                      TYPICAL SLAB PENETRATION DETAIL
                                                                                                                                                                      SCALE 1:20




      500mm       0          500    1000   1500      2000
                                                                                                                                                                                                                                                                                                                                                                                                       INFORMATION
 1 :50
                                                                                                                                                                                                                                                                                                                                                                                                           NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                               Client                                   Status                                     Title
                                                                                                                                                                                                                                                                                                                MARK BAIN                                INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                   K1, K2 & K3 VILLA ROOF BOTTOM & TOP
                                                                                                                                                                                                                                                                                                               Drawn By         Designed By             Approved By
                                                                                                                                                                                                                                                                                                                 JAL              JM                     JO
                                                                                                                                                                                                                                                                                                                                                                                                   REINFORCEMENT PLANS
                                                                                                                                                                                                                                                                                                               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                                                                                                                              S131                                                 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