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19630-STRUCTURAL Drawings 15.06.21

Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.

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Original PDF page 9, section 1. The text section number identifies this passage in the reader.

                                          1                                                                                                                                                                                                        B                                                 A                                                       5                                               6


                                              P3                                                                                                                                                                                P3                                                              P3




                                                                                                                                                                                                                                                                                                                                                                                                                 180
                                                             20 FALL                                                                                                                                                                                            20 FALL                                                                                                               20 FALL




                                                                                                                                                                                                                                                                                                                          200
                                                                                                                                                 200




                                                                                                                                                                           200
                             180




                                                                                                                                                                                                                                                                                                            180
                                                                                                                                                                                        450



                                                                                                                                                                                                     250




                                                                                                                                                                                                                                                                                                                                     350



                                                                                                                                                                                                                                                                                                                                              150
                                                                                                                                                                                                                                                                                                                                                    590

                                                                                                                                                                                                                                        1000




                                                                       SECTION                       B                                                                                                   SECTION                              C                                                                                                           SECTION                         Z
                                                                        1:40 UNREDUCED AT A3
                                                                        1:20 UNREDUCED AT A1
                                                                                                  S07                                                                                                      1:40 UNREDUCED AT A3
                                                                                                                                                                                                           1:20 UNREDUCED AT A1
                                                                                                                                                                                                                                            S07                                                                                                           1:40 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                          1:20 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                                                                         S07



                                                                                        190
                                                                                                                                                                           190


                                          REFER TO NOTES SHEETS
                                          FOR BLOCKWORK                                                                           REFER TO NOTES SHEETS
                                          REINFORCEMENT DETAILS.                                                                  FOR BLOCKWORK
                                                                                                                                  REINFORCEMENT DETAILS.


                                          190 x 290 BLOCK LINTEL
                                                                                                                                  190 x 290 BLOCK LINTEL
                                                                                                         290




                                                                                                                                                                                  490
                                          2 N16 BARS WITH R6-200
                                          CLOSED TIES                                                                             3 N20 BARS WITH R6-200
                                                                                                                                  CLOSED TIES




                                                            BLOCK LINTEL BL1                                                                            BLOCK LINTEL BL2
                                                                                                                                                           1:40 UNREDUCED AT A3
                                                                       1:40 UNREDUCED AT A3
                                                                                                                                                           1:20 UNREDUCED AT A1
                                                                       1:20 UNREDUCED AT A1




     COPYRIGHT ©                                                                                         Associated Consultants                Client                                                                                              Drawn                  Verified              Project                                               Drawing Title                                                Scale         Sheet Size
This drawing is subject to                                                                                                                                                                                                                         A VENESS               H GRAY
copyright in accordance with the                                                                                                              P & R TAYLOR                                                                                         Designed               Verified
                                                                                                                                                                                                                                                                                                PROPOSED NEW RESIDENCE                                UPPER FLOOR/LOWER ROOF AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
                                                                                                                                                                                                                                                   S PRYSTUPA             H GRAY                13-15 HILTON ESPLANADE TEWANTIN                       DETAILS                Drawing Number
                                      D   15.06.21 REVISED TO SUIT ARCH CHANGES                 AV
used for this specific project.
                                      C   10.03.21 REVISED TO SUIT ARCH CHANGES                 AV
                                                                                                                                                                                                                                                   Approved
                                                                                                                                                                                                                                                   S PRYSTUPA
                                                                                                                                                                                                                                                                          RPEQ No
                                                                                                                                                                                                                                                                          1137
                                                                                                                                                                                                                                                                                                RDP                                                                                19630-S09
This drawing shall not be used
                                                                                                                                                                                                            Noosa: 07 5449 9600                                                                 LOCAL AUTHORITY   NOOSA
                                      B    4.03.21 ISSUED FOR TENDER                            AV                                                                                          Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                   Signed                 Date                  MCU APPROVAL                    HORIZ DATUM                        0     10      20      30     40   50     60    Sheet           Revision
for construction until marked as                                                                                                                                                                     PO Box 61, Noosaville, QLD 4566
                                      A   11.02.21 PRELIMINARY ISSUE                            AV
'issued for construction' in the
revision description.                Rev Date Revision Description                             Drawn
                                                                                                                                                                                          [email protected]      www.todconsulting.com
                                                                                                                                                                                                            ABN 39 128 805 336
                                                                                                                                                                                                                                                                                     15.06.21
                                                                                                                                                                                                                                                                                                ROL APPROVAL
                                                                                                                                                                                                                                                                                                OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                VERT DATUM
                                                                                                                                                                                                                                                                                                                                RL                                     MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                       9 of 12       D
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