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

                                                                                    N16-200                                                                                                                                                                                        N16-200




                                                                                                                            N16-200




                                                                                                                                                                                                                                                           N16-200
                                                                                                                                                                              N16-200                          N16-200




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




                                                                                                                                                                                                                                      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 ROOF TOP 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                                                                                                                           S332                                             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