ECM_21030114_v3_Approved Compiled Plans MCU18 0206 01 · MCU18/0206.02

     CEILINGS GENERALLY TO BE PLASTERBOARD ON CEILING                                                    FLY OVER ROOF WITH TIMBER ROOF RAFTERS AT 900mm MAX.                                                             TIMBER ROOF TRUSSES AT 900mm MAX. CTRS STRICTLY IN                                                 FLY OVER ROOF WITH TIMBER ROOF RAFTERS AT 900mm MAX.
     BATTENS IN ACCORDANCE WITH THE MANUFACTURER'S DETAILS                                               CTRS AND ALL MEMBERS IN LINE ALL STRICTLY IN ACCORDANCE                                                          ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND                                                     CTRS AND ALL MEMBERS IN LINE ALL STRICTLY IN ACCORDANCE
     AND SPECIFICATIONS.                                                                                 WITH THE STRUCTURAL ENGINEER'S DETAILS AND                                                                       SPECIFICATIONS.                                                                                    WITH THE STRUCTURAL ENGINEER'S DETAILS AND
                                                                                                         SPECIFICATIONS.                                                                                                                                                                                                     SPECIFICATIONS.



                                                                                                                                                                                      RAL
                                                                                                                                                                           AL NATU
                                                                                                                                                              H IS T O R IC E 8 .0 m O F F S E T                    TCH                                                                TCH
                                                                                                                                                                        LIN                                 OF PI                                                              OF PI
                                                                                                                                                            GROUND                                 15° RO                                                             15° RO
                                                                                                                                                                                                                                       7. 5° R O O F
                                                                                                                                                                                                                                                       PITCH
                                                                                                                                                  F PITCH
                                                                                                                                        10° ROO
                                                                                    CEILING
                                                                                    JOINERY

                                                                                                                                      BALCONY 2                                      LOUNGE                                                                       BALCONY 3




                                                                    2,550

                                                                            2,250
                                                                                                                                                                                                                                                                                                                        BOUNDARY FENCE CONSTRUCTED TO ACT AS POOL SAFETY FENCE.
     INTERNAL WALLS GENERALLY TO BE TIMBER FRAMED
     WITH PLASTERBOARD LININGS OVER IN ACCORDANCE WITH THE
     MANUFACTURER'S SPECIFICATIONS.                                                 FFL 25.50 (VERIFY)

                                                                                    CEILING
                                                                                    JOINERY


                                                                                                                                         BALCONY 1                                  BED 3                                                                                PATIO
                                                                    2,700

                                                                            2,400

                                                                                                                                                                                                                                                         GROUND
                                                                                    FFL 22.50                                                                                                                                  HISTORICAL NATURAL


                                                                                                                                                                                                                                                                                             LAP POOL

     SOFFITS GENERALLY TO BE EXTERNAL QUALITY FIBRE CEMENT
     TYPE ON CEILING BATTENS IN ACCORDANCE WITH THE
     MANUFACTURER'S DETAILS AND SPECIFICATIONS.




                                                          A                                                                                                  REINFORCED CONCRETE GROUND SLAB, WALL AND POST FOOTINGS,                                                                                               NOTE : ANY FOOTING DETAILS SHOWN APPLY ONLY TO CLASS 'S' SITES

     SECTION                                              3
                                                                                                                                                             SWIMMING POOL, AND CONCRETE BLOCK RETAINING WALLS (INCLUDING
                                                                                                                                                             WALL DRAINAGE SYSTEM) STRICTLY IN ACCORDANCE WITH THE
                                                                                                                                                             STRUCTURAL ENGINEER'S DETAILS AND SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                    WITH A 100 KPA ALLOWABLE BEARING CAPACITY.
                                                                                                                                                                                                                                                                                                                    REFER TO THE STRUCTURAL ENGINEER'S DETAILS AND SPECIFICATIONS
                                                                                                                                                                                                                                                                                                                    FOR REINFORCED CONCRETE FOOTING AND SLAB DETAILS WHICH ARE
                                                                                                                                                                                                                                                                                                                    TO BE USED DURING CONSTRUCTION ON THIS SITE.




     PROTECTION AGAINST SUBTERRANIAN TERMITES TO BE IN
     ACCORD. WITH AS 3660 - PART 1 (PROTECTION OF BUILDINGS
     FROM SUBTERRANIAN TERMITES).                                                                                                                                                                                                                                                                                                       magica building design
                                                                                                                                                                                                                                                                                                                                                           creative solutions
     SLAB ON GROUND CONSTRUCTION :

     PROTECTION AGAINST SUBTERRANIAN TERMITES TO BE IN ACCORD. WITH AS 3660                                                                                                                                                                                                                                                                                   m . 0405 494 264
     PART 1 - PROTECTION OF BUILDINGS FROM SUBTERRANIAN TERMITES.                                                                                                                                                                                                                                                                           Carlo Magini    c.s .e . - Building Designer.
     PROTECTION AGAINST SUBTERRANIAN TERMITES TO APPLY TO ALL "PRIMARY BUILDING                                                                                                                                                                                                                                                              Lic. N o 1177987     - QBSA act 1991
     ELEMENTS".                                                                                                                                                                                                                                                                                                                          e . [email protected] o m .a u
     THE BUILDER IS TO PROVIDE PHYSICAL BARRIERS TO THE ENTRY BY SUBTERRANIAN                                                                                                                                                                                                                                                            w.       w w w .magicabuildingdesign.c o m .a u
     TERMITES BY CONSTRUCTION OF ALL SLABS IN ACCORDANCE WITH AS 2870.1 -                                                                                                                                                                                                                                                                PO Box 5859, Maroochydore BC. 4558
     RESIDENTIAL FOOTING AND SLAB CONSTRUCTION.
     IN ADDITION ALL SLAB PENETRATIONS ARE TO BE PROTECTED USING STAINLESS STEEL MESH
     (TERMIMESH OR EQUIVELANT) FITTED IN ACCORD. WITH THE MANUF. DETAILS AND                    TIMBER FLOOR CONSTRUCTION :                                                                                                                                                                                         CLIENT                                          STAGE




                                                                                                                                                                                                                                                                                                BUILDING APPROVAL
     SPECIFICATIONS.                                                                                                                                                                                                                                                                                                A. AND D. KERR.                                 BUILDING APPROVAL
     EXTERNAL PERIMETER BARRIERS TO BE INSTALLED BY EXCAVATION OF TRENCHES, TREATING            THE BUILDER IS TO PROVIDE PHYSICAL BARRIERS TO ENTRY BY SUBTERRANEAN TERMITES                                                                                                                                       PROJECT ADDRESS
     THE EXPOSED TRENCHES PRIOR TO BACKFILLING THE TRENCH WITH TREATED MATERIAL AND             BY PROVIDING GALV. MS ANT CAPS OR SIMILAR PHYSICAL BARRIER TO TOPS OF SELECTED
     PROTECTING THE TRENCH WITH A 300mm WIDE (MEASURED FROM THE EXTERNAL WALL OF THE            FLOOR FRAME SUPPORT POSTS.ALL TIMBER SUPPORT POSTS TO HAVE SAP WOOD TREATED                                                                                                                                         49 SEAVIEW TERRACE,, SUNSHINE BEACH , QLD.
     BUILDING) x 50mm THICK CONCRETE "MOWING" STRIP.                                            WITH AN APPROVED PRESERVATIVE TO H5 LEVEL WHERE POSTS IN DIRECT CONTACT WITH                                                                                                                                        SHEET TITLE
                                                                                                                                                                                                                                                                  -
     TWO (2) DURABLE NOTICES SHALL BE INSTALLED IN PROMINENT LOCATIONS, STATING METHOD          GROUND.
                                                                                                                                                                                                                                            NOOSA COUNCIL                                                           SECTION
     OF PROTECTION USED, DATE OF INSTALLATION, LIFE EXPECTANCEY OF METHOD USED, AND                                                                                                                                                                                                                                 ORIGINAL SCALE               SHT SIZE DRWN CHKD DATE
     SCOPE AND DURATION OF FUTURE INSPECTION.
     REGULAR INSPECTION OF THE BUILDING ARE TO BE CARRIED OUT TO ENSURE THE BARRIER HAS
                                                                                                REGULAR COMPETENT INSPECTIONS OF THE BUILDING ARE TO BE CARRIED OUT TO ENSURE
                                                                                                THE BARRIER HAS NOT BEEN BRIDGED BY TERMITES. INSPECTIONS ARE TO BE CARRIED OUT
                                                                                                                                                                                                                                           APPROVED PLANS                                                           1:100                          A3 C. M. C. M. 05 12 19
                                                                                                                                                                                                                                                                                                                    DRAWING No                             SHEET
                                                                                                                                                                                                                                                                                                                                     19 - 013
     NOT BEEN BRIDGED BY TERMITES. ALL INSPECTIONS ARE TO BE CARRIED OUT AS PER THE             AT INTERVALS NOT EXCEEDING TWELVE (12) MONTHS. ALL INSPECTIONS ARE TO BE                                                                MCU18/0206.01 19 DEC 2019                                                                                                        ISSUE
     NOTICES.                                                                                   INSTIGATED BY THE PROPRIETOR AND ALL FUTURE PROPRIETORS OF THE BUILDING .                                                                                         -                                                                                           08 of 11     C
Document Set ID: 21030114
Version: 2, Version Date: 19/12/2019