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Att 4 Earthworks Plans

of 11

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Plans and drawings

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                                                                                                                NS9 CAGE OR EQUIV.        REFER FOOTING PLAN                                                                          30mm MIN BOT COVER
                                                                                                                75 BTM. COVER             FOR FABRIC SIZE                                                                             SL82 FABRIC
                                                                                REFER FOOTING PLAN FOR                        225 MESH LAP
                                                                                SLAB DETAILS




                                                                                                        MAX
                                                                                                        STEP
                                            FINISHED
                                            SURFACE
                                            LEVEL                                                                                            BEDDING
                                                                           DPM




                                                                                                          270
                                                                 SELECTED SAND BEDDING                                                                                  SAND
                                                                                                                  SELECTED                                              BEDDING
                                                                                                                                                                                                                                  500x150 SLAB THICKENING
                                                                     R10 STARTER BARS AT                                                                                                                                          REFER TO FOOTING BEAM LAYOUT



                                              450
                                                                     600 CRS.COG 100mm MIN.                                                                                                                                       FOR LOCATIONS
                                                                     400 LAP WITH SLAB FABRIC                                             BEAM B2 MUST BE POURED
                                                                     NS9 CAGE OR EQUIV.                                                   WITH MAIN FLOOR SLAB.                                                                           PIERS TO FOUND MIN 300 INTO
                               BAR CHAIR
                                                                     75 BOTTOM COVER                                                                                                                                                      NATURAL STIFF SILTY CLAY
                               TYPICAL
                                                                                                                                                                                                                                          LAYERS. REFER FOUNDATION
                                                                                         PIERS TO FOUND MIN 300 INTO                                                                                                                      PLAN FOR PIER SPACING.
                                                                                         NATURAL STIFF SILTY CLAY                                                                                                                         WHERE PIER DEPTH EXCEEDS
                                                                                                                                                                                   FILL OR EQUIV.
                                                                                         LAYERS. REFER FOUNDATION                                                                                                                         1500mm, REINFORCE WITH
                                                                                         PLAN FOR PIER SPACING.                                                                                                                           2/N12 BARS.
                                                                                         WHERE PIER DEPTH EXCEEDS
                                                                                         1500mm, REINFORCE WITH
                           FILL OR EQUIV.                                                2/N12 BARS.
                                                                                                                                                                                       SLAB THICKENING DETAIL
                                                                                                                             B5 BEAM                                                             B5
                                                       B6 BEAM




                                                                                                                                                                B1
                                                                                                                                                                              TRENCH MESH




                                                                                                            SL82 FABRIC TO
                                                                                                            TOP OF B1

                                                                                                                                                        A
                                    R6 LIGS OR BAR                                                                                                      -
                                    CHAIRS TO SUPPORT MESH.


                                                                                                  R10 STARTER BARS
                                        REFER BEAM B1 FOR
                                                                                                  MAX 400 CRS.
                                        STANDARD TRENCH MESH




                                                                                                                                                                              B1
                                        SIZES.                                                                                                                  TRENCH MESH
                                                             SECTION A-A

                                                                                                                                                                 EXTENDED CORNER
                                                                                                                                                                        EC




                                                                            No.                Description                       Date         ADAM FLANAGAN & SHANE TYE                                APPROVED
AAA Design & Development Pty Ltd                                                                                                                                                                        Jose David Lesmes Tirado                    FIRST FLOOR DETAIL
34/13 Norval Court, MAROOCHYDORE, QLD 4558                                                                                                    164 Edwards St,
                                                                                                                                                                                                                                      Project number T081-01
Tel/Fax: (07) 5479 6747
                                                                                                                                              SUNSHINE BEACH QLD
Mob:      0422 039 247                                                                                                                                                                                                                Date         06/12/2021       3497 - 04
                                           design &                                                                                                                                                                                                     K.A.J
                                                                                                                                                                                                       BEng, MIEAust, RPEQ 7198       Drawn by
email: [email protected]                                                                                                                                                                         For & on behalf of AAA
                                                                                                                                              PROPOSED DUPLEX                                       Design & Development Consulting   Checked by        D.L.T.   Scale @ A3     1:100
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