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

                                                                                                                                                                                                                                                                                                      4N16-200 EXTRA
                                                                                  N16-200




                                                                                                                                                                                                                                                                                            N16-200




                                                                                                                                                                                                                                                                                                      3000 LONG
                                                                            N16-200                                    N16-200                                                                                                                                                        N16-200                                           N16-200

                                                                                                                                                                                                                                                                                                                       4N16-200 EXTRA
                                                                                                                                                                                                                                                                                                                            3000 LONG




                                                      K4, K5 & K6 VILLA ROOF BOTTOM REINFORCEMENT PLAN                                                                                                                                                                 K4, K5 & K6 VILLA ROOF TOP REINFORCEMENT PLAN
                                                      SCALE 1 : 75                                                                                                                                                                                                     SCALE 1 : 75




                                       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                                                          LAY 2nd & 3rd
                                       •   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.




                                                                                                                                                                                                                              LAY 1st & 4th
                                       •   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
                                                                                                                                                                                                              LAYING SEQUENCE U.N.O.
                                                                                                                                                                                                              BARS REQUIRED IN OTHER SEQUENCE
                                                                                                                                                                                                              ARE TAGGED ON PLAN THUS:-
                                                                                                                                                                                                              (1) LAID 1ST, (2) LAID 2ND
                                                                LAP LENGTH                                                                         300 TYP.                                                   (3) LAID 3RD, (4) LAID 4TH
                                                              REFER DRG. S001

                                                    SLAB BOTTOM REINF. SCHEMATIC                                                   SLAB TOP REINF. SCHEMATIC


                                                                                                                                                                                                                                              2 N20 TRIMMERS TOP
                                       BEAM BOTTOM REINFORCEMENT NOTES                                   BEAM TOP REINFORCEMENT NOTES                                                                              300
                                                                                                                                                                                                                                              AND BOTTOM
                                                                                                                                                                                                                                              TYPICAL U.N.O.
                                       •   LAPS TO BEAM 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
                                       •   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                                                               SLAB REINFORCEMENT
                                                                                                                                                                                                       MIN.
                                                                                                                                                                                                       300




                                           LONG TO EACH PENETRATION FACE AT EACH SIDE OF                                PENETRATION FACE AT EACH SIDE OF BEAM. PENETRATIONS                                                                   COGGED AT PENETRATION.
                                           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.                                                                                                                                                                      LAP LENGTH
                                                                                                                                 REFER DRG. S001
                                                                                                                                                                                                                                    TYP.



                                                                                                                                                                                               NOTE:
                                                                                                                                                                                               FOR PENETRATIONS LESS THAN 300 SQ. REINFORCEMENT
                                                                LAP LENGTH                                                                         300 TYP.                                    IS TO BE DISPLACED NOT CUT. PROVIDE N16-200 INFILL BARS.
                                                              REFER DRG. S001
                                                                                                                                                                                  TYPICAL SLAB PENETRATION DETAIL
                                                    BEAM BOTTOM REINF. SCHEMATIC                                                   BEAM TOP REINF. SCHEMATIC                      SCALE 1:20


                                                                                                                                                                                                                                                                                                                                                                                                                      INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                          NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                         Client                             Status                                Title
                                                                                                                                                                                                                                                                                                                                          MARK BAIN                          INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                  K4, K5 & K6 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                                                                                                                          S221                                             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