ECM_21030114_v3_Approved Compiled Plans MCU18 0206 01 · MCU18/0206.02

     CEILINGS GENERALLY TO BE PLASTERBOARD ON CEILING                                                   TIMBER FRAMED VIEWING DECK ALL STRICTLY IN ACCORDANCE                                                          TIMBER ROOF RAFTERS AT 900mm MAX. CTRS ALL STRICTLY IN                                     TIMBER ROOF TRUSSES AT 900mm MAX. CTRS STRICTLY IN
     BATTENS IN ACCORDANCE WITH THE MANUFACTURER'S DETAILS                                              WITH THE STRUCTURAL ENGINEER'S DETAILS AND SPECS. ALL                                                          ACCORDANCE WITH THE STRUCTURAL ENGINEER'S DETAILS AND                                      ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND
     AND SPECIFICATIONS.                                                                                FLASHING TO MAIN ROOF TO AN APPROVED METHOD.                                                                   SPECIFICATIONS.                                                                            SPECIFICATIONS.


                                                                                                                                                                                                                                                                    RAL
                                                                                                                                                                                                                                                          AL NATU
                                                                                                                                                                                                                                            H IS T O R IC E 8 .0 m O F F S E T
                                                                                                                                                                                                                                                      L I N
                                                                                                                                                                                                                                          GROUND
                                                                                                                                                                                                                 TCH
                                                                                                                                                                                                         OF PI
                                                                                                                                                                                                15° RO


                                                                                           FFL 28.275 (VERIFY)




                                                                       225
                                                                                           CEILING
                                                                                           JOINERY

                                                                                                                                         BALCONY 2                              KITCHEN                                                                                   STUDY



                                                                           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


                                                                                                                                                      BALC. 1                BED 4                                      ENTRY                        GARAGE
                                                                           2,700

                                                                                   2,400


                                                                                           FFL 22.50


                                                                                                                                                                                                    GROUND                                                                        LAP POOL
                                                                                                                                                                                        L NATURAL
                                                                                                                                                                            HISTORICA
     SOFFITS GENERALLY TO BE EXTERNAL QUALITY FIBRE CEMENT
     TYPE ON CEILING BATTENS IN ACCORDANCE WITH THE
     MANUFACTURER'S DETAILS AND SPECIFICATIONS.




                                                               B                                                                                                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.




                                                                                                                                                                                                                                                                                                         CLIENT                                       STAGE
                       magica building design




                                                                                                                                                                                                                                                                                     BUILDING APPROVAL
                                                                                                                                                                                                                                                                                                         A. AND D. KERR.                              BUILDING APPROVAL
                                          creative solutions                                                                                                                                                                                                                                             PROJECT ADDRESS
                                                                                                                                                                                                                                                                                                         49 SEAVIEW TERRACE,, SUNSHINE BEACH , QLD.
                                                                                                                                                                                                                                                                                                         SHEET TITLE
                                             m . 0405 494 264                                                                                                                                                                                                       -

                           Carlo Magini    c.s .e . - Building Designer.                                                                                                                                                                NOOSA COUNCIL                                                    SECTION
                                                                                                                                                                                                                                                                                                         ORIGINAL SCALE              SHT SIZE DRWN CHKD DATE
                           Lic. N o 1177987     - QBSA act 1991
                       e . [email protected] o m .a u
                                                                                                                                                                                                                                       APPROVED PLANS                                                    1:100                         A3 C. M. C. M. 05 12 19
                                                                                                                                                                                                                                                                                                         DRAWING No                            SHEET
                                                                                                                                                                                                                                                                                                                          19 - 013
                       w.       w w w .magicabuildingdesign.c o m .a u                                                                                                                                                              MCU18/0206.01 19 DEC 2019                                                                                                ISSUE
                       PO Box 5859, Maroochydore BC. 4558                                                                                                                                                                                                           -                                                                             09 of 11     C
Document Set ID: 21030114
Version: 2, Version Date: 19/12/2019