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

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Original PDF page 10, section 1. The text section number identifies this passage in the reader.

                                            PARCHEM FOSROC
                                            "ROADSEAL" OR
                                            APPROVED EQUIV




                                                                                            40mm.
                                            BOND BREAKING TAPE

                                            PARCHEM FOSROC
                                            "EXPANDAFOAM ROD"                              6mm.
                                            OR SIMILAR                                                                                  FACE OF WALL / FOOTING                                                                 R16 HDG DOWELS SAWCUT 400 LG                       10mm COMPRESSIBLE FILLER BOARD                    R16 HDG DOWELS SAWCUT 400 LG
                                                                                                                                        10mm COMPRESSIBLE                                                                      AT 400 CRS GREASE ONE END                          WITH APPROVED SEALANT                             AT 400 CRS GREASE ONE END
                                                                                                                                        FILLER BOARD WITH                                                                      STOP BARS 600mm FROM                                                                                 STOP BARS 600mm FROM
                                            40 DEEP x 6 WIDE                               CUT EVERY 2ND CROSS                                                                                                                 JOINT INTERSECTIONS                                STOP REINFORCEMENT                                JOINT INTERSECTIONS                        STOP REINFORCEMENT
                                                                                                                                        APPROVED SEALANT
                                            SAWCUT REFER DETAIL                            BAR 25 CLEAR OF JOINT                                                                                                                                                                  25 CLEAR OF JOINT                                                                            25 CLEAR OF JOINT
                                            18HRS AFTER POUR




                                                                                                                                          150 MIN.




                                                                                                                                                                                                                                75




                                                                                                                                                                                                                                                                                                                                    75
                                                                                                                                                                                                                        150




                                                                                                                                                                                                                                                                                                                              150
                                            NOTE: DEPRESS MESH LOCALLY                              INDUCED CRACK
                                            TO MAINTAIN COVER                                                                                                                                                                                        200      200       200           2 N16 CONTINUOUS SUPPORT BARS                                   200          200   200     2 N16 CONTINUOUS SUPPORT BARS
                                                                                                                                       TYPICAL ISOLATION JOINT (IJ)                                                                                                                   ON CHAIRS AND DISCS
                                                                                                                                                                                                                                                                                      BARS NOT CONTINUOUS THROUGH
                                                                                                                                                                                                                                                                                                                                                                                 ON CHAIRS AND DISCS
                                                                                                                                                                                                                                                                                                                                                                                 BARS NOT CONTINUOUS THROUGH
                                                                                                                                       SCALE 1:10                                                                                                                                     JOINT INTERSECTIONS                                                                        JOINT INTERSECTIONS

                                              TYPICAL SAWN JOINT (SJ1)                                                                                                                                                        TYPICAL DOWELLED EXPANSION JOINT DETAIL (DEJ1)                                                         TYPICAL DOWELLED JOINT DETAIL (DJ1)
                                              SCALE 1:10                                                                                                                                                                      SCALE 1:10                                                                                             SCALE 1:10
                                              NOTE:      JOINT TO BE AIR BLASTED PRIOR TO APPLICATION OF SEALANT.
                                                         REFER TO MANUFACTURERS SPECIFICATION FOR EARLIEST
                                                         CUTTING TIME.




                                                                                                                                                                                   JOINT




                                                                                                                                                                                                                                             JOINT




                                                                                                                                                                                                                                                                                                                      JOINT
                                                                                                                                                              ISOLATION JOINT.                                ISOLATION JOINT.                             ISOLATION JOINT
                                                                                                                                                              ALL AROUND                                      ALL AROUND                                   ALL AROUND
                                                                                                                                                              COLUMN/WALL. REFER                              COLUMN/WALL. REFER                           COLUMN/WALL. REFER
                                                                                                                                                              TYPICAL DETAIL.                                 TYPICAL DETAIL.                              TYPICAL DETAIL.
                                                                                                                                                                                                                                                                            400                                                             400
                                                                                                                                                                                                                               JOINT                                       TYP.                                                             TYP.


                                                                                                                                                                                                                                                                                           JOINT                                                     JOINT




                                                                                                                                                                                                                                                                                                                                             ISOLATION JOINT
                                                                                                                                                                                                                                                                                                                                             ALL AROUND
                                                                                                                                                                                                                                                                                                                                             COLUMN/WALL. REFER
                                                                                                                                                                                                                                                                                                                                             TYPICAL DETAIL.
                                                            2 N12 x 1200 LONG




                                                                                                                                                                                                                                                                                                                      JOINT
                                                            TRIMMER BARS
                                                            AT 100 CRS. TOP &
                                                            BTM. TYP.


                  SQUARE / RECTANGULAR COLUMN PENETRATION                                            SQUARE / RECTANGULAR COLUMN/WALL PENETRATION                         SQUARE / RECTANGULAR COLUMN/WALL PENETRATION                 SQUARE / RECTANGULAR COLUMN/WALL PENETRATION SQUARE / RECTANGULAR COLUMN/WALL PENETRATION
                                                                                                     TYPE 1                                                               TYPE 2                                                       TYPE 3                                       TYPE 4
                                                                                                                    JOINT




                                                                                                                                                                           SLAB EDGE
                                                                                  60.
                                                                                     00°




                                                                                                                                                           JOINT



                                                                                JOINT/SLAB EDGE
                                               GE
                                             ED
                                              AB




                                                                    N12 'V' SHAPED TRIMMER
                                           /SL




                                                                    BARS PLACED IN CORNERS
                                       INT




                                                                    LESS THAN 60 DEGREES
                                    JO




                                                            ANGLED CORNER                                                   JOINT TERMINATION                                              RE-ENTRANT SLAB
                                                                                                                                                                                           CORNER / SETDOWN



                                           TYPICAL SLAB ON GROUND TRIMMER BAR PLACEMENT SCHEMATIC
                                           NTS.
                                           TO BE PLACED AT ALL COLUMNS, WALLS, PITS, FLOOR WASTES, ETC THAT CAUSE A PENETRATION
                                           THROUGH THE SLAB OR A RE-ENTRANT CORNER. REFER NOTES.




      100mm       0          100          200       300   400
 1 :10


                                                                                                                                                                                                                                                                                                                                                                                                    Client                             Status                                Title
                                                                                                                                                                                                                                                                                                                                                                                                     MARK BAIN                                                               TYPICAL SLAB AND FOOTING DETAILS - SHEET 4
                                                                                                                                                                                                                                                                                                                                                                                                    Drawn By         Designed By       Approved By
                                                                                                                                                                                                                                                                                                                                                                                                      Author           Designer         Approver
                                                                                                                                                                                                                                                                                                                                                                                                    Project No.      Discipline        Scale

                                                                                                                                                                                                                                                                                                                                                   [email protected]                           20220173                          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                                                                                                               S023                                             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

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