Further Advice Response 21-8-26 Attachment 1 - Updated Engineering Plans

                                                                                                                                                                                                                                                                                       GENERAL:
                                                                                                                                                                                                                                                                                       G.1.    CONSTRUCTION METHODS ARE THE RESPONSIBILITY OF THE BUILDER. DETAILS SHOWN ARE A
                                                                                                                                                                                                                                                                                               GUIDE AND ALTERNATE DETAILS MAY BE SUBMITTED FOR ENGINEERING APPROVAL, PRIOR TO
                                                                                                                                                                                                                                                                                               WORKS COMMENCING
                                                                                                                                                                                                                                                                                       G.2.    PROPRIETARY ITEMS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS
                                                                                                                                                                                                                                                                                               SPECIFICATION AND DESIGN DETAILS.
                                                                                                                                                                                                                                                                                       G.3.    IT IS THE RESPONSIBILITY OF THE BUILDER TO MAKE GOOD ANY DAMAGE CAUSED TO
                                                                                                                                                                                                                                                                                               ADJOINING STRUCTURES OR ELEMENTS CREATED DURING CONSTRUCTION.

                                                                                                                                                                                                                                                                                       SITE PREPARATION AND FOUNDATIONS:
                                                                                                                                                                                                                                                                                       P.1.    EARTHWORKS SHALL BE IN ACCORDANCE WITH AS 3798 INCLUDING THE FOLLOWING.
                                                                                                                                                                                                                 50                                                                    P.2.    THE BUILDING SITE SHALL BE STRIPPED OF ALL VEGETABLE MATTER AND THE ASSOCIATED
                     CUT MESH CUT MESH
                              EITHER    EITHER
                                     SIDE      SIDE OF JOINT
                                          OF JOINT                     50      CONTRACTOR
                                                                                 CONTRACTOR TO TO
                                                                                               PROVIDE  A A
                                                                                                  PROVIDE                                                               CUT MESH EITHER SIDE OF JOINT                    PROVIDE 10mm COMPRESSIBLE FILLER WITH
                                                                                                                                                                                                                                                                                               LAYER OF TOPSOIL.
                     PROVIDEPROVIDE 1-N12 LONGITUDINAL
                             1-N12 LONGITUDINAL  BAR     BAR                     SAW
                                                                               SAW CUTCUT JOINT.
                                                                                       JOINT.    REFER
                                                                                              REFER    TYPICAL
                                                                                                     TYPICAL                                                          PROVIDE 1-N12 LONGITUDINAL BAR                     TEAR-OFF STRIP AND FILL WITH PARCHEM EMER-SEAL
                          WHERE                                                                                                                                                                                                                                                        P.3.    THE SUBGRADE (UNDER SLABS) SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 97%
                     WHERE  MESHMESH  NOTAT
                                 NOT CUT   CUT AT CROSS
                                             CROSS BAR BAR                       SAW
                                                                               SAW CUTCUT JOINT
                                                                                       JOINT     TREATMENT.
                                                                                              DETAIL.                                                                WHERE MESH NOT CUT AT CROSS BAR                     CONSTRUCTION SEALANT HM FC OR APPROVED EQUIVALENT
                                                                                                                                                                                                                                                                                               OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH METHOD 5.1.1 OF AS
                                                                                                                                                                                                                                                                                               1289 (STANDARD COMPACTION).
                                                                                                                                                                                                                                                                                       P.4.    A MOISTURE BARRIER OF TWO LAYERS OF 0.2mm POLYETHYLENE FILM LAPPED 200mm AND
                        EQ




                                                                                                                                                                       EQ
                                                                                                                                                                                                                                                                                               TAPED AT JOINTS SHALL BE PROVIDED UNDER THE SLAB.
                                                                                                                                                                                                                                                                                       P.5.    SITE EARTHWORKS AND PREPARATIONS SHALL BE COMPLETED IN ACCORDANCE WITH SECTION
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                                                                                                                                                                                                                                                                                               5 OF THE VINCENT GEOTECHNICAL REPORT.

                                                                                                                                                                                                                                                                                       CONCRETE:
                                                                                                                                                                                                                                                                                       C.1.    ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS2870 AND AS3600.
                                                                                                                                                                                                                                                                                       C.2.    CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES SEE TABLE BELOW:

                       R20 SHRINK WRAPPED ROUND DOWEL                                                                                                                                R24 ROUND BARS 450mm                 DOWEL SLEEVE                                                                                               CONCRETE TABLE
                                                                                                                                                                                            LONG @ 300 CTS
                                600 LONG AT 400 MAX. CTS.                                                                                                                                                                                                                                                                     EXP.   CLASS & GRADE CLEAR COVER TO   MAX AGG.     MAX SLUMP
                                                                                                                                                                                                                                                                                                         ELEMENT                       (CONCRETE)    REINF'T (mm)   SIZE (mm)      (mm)
                                                                                                                                                                                                                                                                                                                             CLASS
                                                                SAW JOINT DETAIL - SJ                                                                                              DOWELLED EXPANSION JOINT DETAIL - EJ                                                                        CONCRETE SLABS                 B2            N32             50         20           80
                                                                       SCALE 1:10
                                                                                                                                                                                                                 SCALE 1:10                                                            C.3.    CURING OF ALL CONCRETE MUST BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR A PERIOD OF 7
                                                                                                                                                                                                                                                                                               DAYS U.N.O. IN ACCORDANCE WITH AS 3600. APPROVED SPRAY-ON CURING COMPOUNDS THAT COMPLY WITH AS
                                                                                                                                                                                                                                                                                               3799 MAY BE USED WHERE FLOOR FINISHES WILL NOT BE AFFECTED. WET HESSIAN MAY BE USED TO RETAIN
                                                                                                                                                                                                                                                                                               CONCRETE MOISTURE WHERE PROTECTED FROM THE WIND AND TRAFFIC. CURING MUST COMMENCE IMMEDIATELY
                                                                                                                                                                                                                                                                                               AFTER CONCRETE PLACEMENT.

                                                                                                                                                                                                                                                                                       REINFORCEMENT:
                                                                                                                                                                                                                                                                                       R.1.    SYMBOLS ON DRAWINGS FOR GRADE AND TYPE OF REINFORCEMENT ARE AS FOLLOWS:
                                                                                                                                                                                                                                                                                               R: DENOTES STRUCTURAL GRADE 250 PLAIN ROUND BAR TO AS4671
                                                                                                                                                 6mm                                                                                                                                           N: DENOTES HOT ROLLED GRADE 500 DEFORMED BAR DUCTILITY CLASS N TO AS4671
                                                                                                                                                                                                                                                                                               SL: DENOTES HARD DRAWN WIRE GRADE 500 SQUARE REINFORCING MESH DUCTILITY CLASS L TO AS4671
                                                                                                      PARCHEM EMER-SEAL CONSTRUCTION                                     Ø6 CLOSED CELL EXPANDED                                                                                               RL: DENOTES HARD DRAWN WIRE GRADE 500 RECTANGULAR REINFORCING MESH DUCTILITY CLASS L TO AS4671
                                                                                                      SEALANT INSTALLED IN ACCORDANCE                                    POLYETHYLENE FOAM BACKING ROD                                                                                 R.2.    ALL N BARS TO BE GRADE 500.
                                                                                                     WITH MANUFACTURERS SPECIFICATION                                                                                                                                                  R.3.    CLEAR COVER TO REINFORCEMENT SHALL BE PROVIDED BY APPROVED CHAIRS, SPACERS OR TIES AS REQUIRED TO
                                                                                                                                                                                                                                                                                               PROVIDE ADEQUATE SUPPORT AS FOLLOWS:
                                                                                                                                              12mm




                                                                                                                                                                                                                                                                                                - BARS 16mm AND LESS AND FABRIC - 1000mm CENTRES
                                                                                                                                       18mm




                                                                                                                                                                                                                                                                                       R.4.    USE MESH SUPPLIED IN FLAT SHEETS UNLESS APPROVED OTHERWISE.
                                                                                                                                                                   1/4 DEPTH




                                                                                                                                                                                                                                                                                       R.5.    WELDING AND BENDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ON THE DRAWINGS OR
                                                                                                                                                                    OF SLAB




                                                                                                                                                                                                                                                                                               APPROVED BY ENGINEER.
                                                                                                                                                                                                                                                                                       R.6.    PROVIDE MINIMUM MESH LAPS TO CROSS WIRES OF REINFORCING MESH, SO THAT TWO OUTERMOST WIRES OF
                                                                                                          3mm WIDE SAW CUT WITHIN 4-6                                                                                                                                                          ONE SHEET OVERLAP TWO OUTERMOST WIRES OF ADJACENT SHEET BY AT LEAST 25mm, THUS:
                                                                                                            HOURS OF PLACEMENT USING
                                                                                                             'SOFF-CUT' SAW CUT SYSTEM
                                                                                                                                                                                                                                                                                                                                                  25
                                                                                                                                                                                                                                                                                                                                     MIN.         MINIMUM
                                                                                                                                                                                                                                                                                                                                     LAP


                                                                                                                                  TYPICAL SAW CUT DETAIL                                                                                                                               CONCRETE MAINTENANCE :
                                                                                                                                   0                 0.2    0.4           0.6m                                                                                                         PM.1.   UPKEEP AND REPLACEMENT OF SEALANTS IS PART OF THE ONGOING MAINTENANCE REQUIREMENTS FOR THIS SITE.
                                                                                                                                                                                                                                                                                       PM.2.   CONCRETE SLABS WILL NOT BE MAINTENANCE FREE FOR THE DURATION OF THEIR DESIGN LIFE.
                                                                                                                                                 SCALE 1:10 (A1)




                                                                                                                                                                                     DESIGNED                                 SCALE                                                                                                                                                      JOB CODE

    PRELIMINARY - NOT FOR CONSTRUCTION                                                                                              SUNSHINE COAST OFFICE                            MAC VAN NAM                                                               CLIENT
                                                                                                                                                                                                                                                                                                                   BRIAN WILLIAMS
                                                                                                                                    LEVEL 1, SHOP 1
                                                                                                                                                                                     CHECKED
                                                                                                                                                                                     MARK DAVIS                                                                PROJECT
                                                                                                                                                                                                                                                                             NOOSA LAKELANDS ECO RESORT                                                                                      P004250
                                                                                                                                    51-55 BULCOCK STREET                             PROJECT MANAGER
                                                                                                                                                                                     CAMERON BROMFIELD
                                                                                                                                    CALOUNDRA, QLD 4551
                                                                                                                                                                                     ENGINEERING CERTIFICATION
                                                                                                                                                                                                                                                               LOCATION
                                                                                                                                                                                                                                                                             LOT 2 - 396 LAKE COOROIBAH ROAD                                                                             SHEET NUMBER   REV
                                                                                                                                    PH: (07) 3253 2222
4/12/2025
  DATE
            A
            REV
                  ISSUED IN RESPONSE TO RFI DATED 17/10/2025
                  DESCRIPTION
                                                                                              FINN
                                                                                               REC
                                                                                                     CB
                                                                                                     APP            PART OF THE     WEB: www.premise.com.au                                                                                                    SHEET TITLE
                                                                                                                                                                                                                                                                             CONCRETE NOTES AND DETAILS
                                                                                                                                                                                                                                                                                                                                                                                             C350        A
                                                        REVISIONS                                                    mey GROUP                                                       CAMERON BROMFIELD RPEQ No:34164                  ORIGINAL SHEET SIZE A1