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

                                                                                                                                                                      N12-200 'U' BARS
                                                                                                       COG BARS WHERE WALL                                            LAP 450
                                                                                                       TERMINATES AT SLAB




                                                                                                             75
                                    FLOOR                                                                                                                                                                                                                        NOTE: LAYING SEQUENCE OF WALL REINFORCEMENT
                                    RL VARIES                                                                                                                                                                                                                    FOR WALL WITH 2 LAYERS OR STEEL MAY BE DETERMINED
                                                                                                                                                                MAIN REINFORCEMENT                  N12-200 'U' BARS      N12-200 'L' BARS                       BY BUILDER TO SUIT FORMWORK ie. VERTICAL BARS MAY
                                                                                                                                                                AS PER TYPICAL WALL                 LAP 450               LAP 450                                BE CLOSEST TO THE FIRST SHUTTER. SO THAT
                                                                                                                                                                TYPE DETAILS                                                                                     INSTALLATION OF HORIZONTAL BARS IS EASIEST
                                                                                                                                                                                                   MAIN REINFORCEMENT     MAIN REINFORCEMENT
                                                                                                                                                                                                   AS PER TYPICAL WALL    AS PER TYPICAL WALL
                                                                                                                                                      PLAN - WALL END DETAIL                       TYPE DETAILS.          TYPE DETAILS.
                                                                                                       VERTICAL BARS
                                                                                                       EACH FACE
                                                                                                       REFER SCHEDULE
                                                                                                                                                                                                   PLAN - CORNER DETAIL             PLAN - INTERSECTION DETAIL
                                                                                                       HORIZONTAL BARS:
                                                                                                       REFER SCHEDULE


                                                                                                       WIDTH VARIES
                                                                                                      REFER SCHEDULE
                                                                                                                                                                                         TYPICAL CONCRETE WALL JUNCTION DETAILS
                                                              LAP VETICAL BARS
                                                               REFER DRG S001




                                                                                                                                                                                         SCALE 1:20 U.N.O.

                                                                                                       STARTER BARS TO
                                                                                                       MATCH VERTICAL
                                                                                                       REINFORCEMENT

                                    WALL BASE
                                    FLOOR RL VARIES




                                                                                                300
                                                                                                COG


                                                              TYPICAL WALL SECTION
                                                              SCALE 1:20


                                     WALL SCHEDULE
                                     MARK               VERT REINF.              HORIZ REINF.   DESCRIPTION                  REMARKS
                                     CW1                 S12-200 EF               S12-200 EF    200 THICK CONCRETE           POOL WALLS




      200mm       0          200    400     600   800
                                                                                                                                                                                                                                                                                                                                                                                                     INFORMATION
 1 :20
                                                                                                                                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                     Client                             Status                                   Title
                                                                                                                                                                                                                                                                                                                      MARK BAIN                          INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                 TYPICAL CONCRETE WALL DETAILS
                                                                                                                                                                                                                                                                                                                     Drawn By         Designed By       Approved By
                                                                                                                                                                                                                                                                                                                       JAL              JM               JO
                                                                                                                                                                                                                                                                                                                     Project No.      Discipline        Scale

                                                                                                                                                                                                                                                                            [email protected]                   20220173         STRUCTURAL         1 : 20                  (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                                                                                                          S030                                             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