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

                                                                                    N16-200                                                                                                                                                                                                       N16-200




                                                                                                                            N16-200




                                                                                                                                                                                                                                                                              N16-200
                                                                                                                                                                                       N12-200                        N12-200




                                                                                                                                                                                  N12-200




                                                                                                                                                                                                                  N12-200
                                                                                                                                                                              N16-200                                       N16-200




                                                         N1 & N2 VILLA ROOF BOTTOM REINFORCEMENT PLAN
                                                         SCALE 1 : 50




                                                                                                                                                                                             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
                                                                                                         LAY 1st & 4th                                                                                                                •   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.
                                                                                                            LAY 2nd & 3rd




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

                                                                                              LAYING SEQUENCE U.N.O.                                                                    TYP.
                                                                                              BARS REQUIRED IN OTHER SEQUENCE
                                                                                              ARE TAGGED ON PLAN THUS:-
                                                                                              (1) LAID 1ST, (2) LAID 2ND                                                                                                                                      LAP LENGTH
                                                                                              (3) LAID 3RD, (4) LAID 4TH
                                                                                                                                                   NOTE:
                                                                                                                                                                                                                                                            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

      500mm       0          500    1000   1500   2000                                                                                TYPICAL SLAB PENETRATION DETAIL
                                                                                                                                                                                                                                                                                                                                         REFER DRG. S001

                                                                                                                                                                                                                                                                                                                         BEAM BOTTOM REINF. SCHEMATIC
                                                                                                                                                                                                                                                                                                                                                                                                                INFORMATION
 1 :50                                                                                                                                SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                           Client                                     Status                                Title
                                                                                                                                                                                                                                                                                                                             MARK BAIN                                 INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                            N1 & N2 VILLA ROOF BOTTOM REINFORCEMENT PLAN
                                                                                                                                                                                                                                                                                                                           Drawn By                  Designed By      Approved By
                                                                                                                                                                                                                                                                                                                             JAL                       JM              JO
                                                                                                                                                                                                                                                                                                                           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                                                                                                                           S331                                             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