33997 plans · 152004.240041.3

                                                                                                                                       ROOF TRUSSES GENERALLY AT 900mm MAX. CTRS                                                        GALV. MS STRUCTS FIXED TO STRUCTURAL FASCIA
                                                                                                                                       STRICTLY IN ACCORDANCE WITH THE                                                                  AND EXTERNAL WALLS IN ACCORDANCE WITH THE
                                                                                                                                       MANUFACTURER'S DETAILS AND SPECIFICATIONS.                                                       STRUCTURAL ENGINEER'S DETAILS AND
                                                                                                                                                                                                                                        SPECIFICATIONS.




                                                                                                                                                                                          15° RO
                                                                                                                                                                                                     OF PI
                                                                                                                                                                                                                    TCH
                                                                                                                                                                                                                                                                  CEILING

                                                                                                                                                                                                                                                                 JOINERY


                                                                                                                                                                                    COVERED




                                                                                                                                                                                                                                                                                          2,700
                                                                                                                                                                                                                                                                                  2,400
                                                                   ALFRESCO
                                                                                                                                                                                    BALCONY
                                                                                                                                                                                                                                                                FFL 160.50


                                                                                 POOL DECK                                                                     POOL DECK
                                                                                                                                                                                    SUB FLOOR



                                                                                                                     SWIMMING POOL
         SELECTED DECKING (MATCH EXISTING) OVER TIMBER                                                                                                                                                                                  SELECTED DECKING (MATCH EXISTING) OVER TIMBER
         FLOOR FRAME ALL IN ACCORDANCE WITH THE                                                                                                                                                                                         FLOOR FRAME ALL IN ACCORDANCE WITH THE
         STRUCTURAL ENGR'S DETAILS & SPECIFICATIONS.                                                                                                                                                                                    STRUCTURAL ENGR'S DETAILS & SPECIFICATIONS.




                                                         A                                                                    SWIMMING POOL TO BE CONSTRUCTED

         SECTION
                                                                                                                                                                                                                          CEILINGS GENERALLY TO BE PLASTERBOARD ON CEILING BATTENS IN
                                                                                                                              STRICTLY IN ACCORDANCE WITH THE POOL                                                        ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND

                                                         4
                                                                                                                              BUILDER AND THE STRUCTURAL ENGINEER'S                                                       SPECIFICATIONS.
                                                                                                                              DRAWINGS AND SPECS.



        ROOF TRUSSES GENERALLY AT 900mm MAX. CTRS
        STRICTLY IN ACCORDANCE WITH THE                                                                                                                                                                               SOFFITS GENERALLY TO BE EXTERNAL QUALITY FIBRE CEMENT TYPE ON
        MANUFACTURER'S DETAILS AND SPECIFICATIONS.                                                                                                                                                                    CEILING BATTENS IN ACCORDANCE WITH THE MANUFACTURER'S DETAILS
                                                                                                                                                                                                                      AND SPECIFICATIONS.




                                                                                              15° RO
                                                                                                       OF PI                                                                                                          NOTE : ANY FOOTING DETAILS SHOWN APPLY ONLY TO CLASS 'S' SITES
                                                                                                               TCH
                                                                                                                                                                                                                      WITH A 100 KPA ALLOWABLE BEARING CAPACITY.
                                                                                                                                                                                                                      REFER TO THE STRUCTURAL ENGINEER'S DETAILS AND SPECIFICATIONS
                    CEILING                                                                                                                                                                                           FOR REINFORCED CONCRETE FOOTING AND SLAB DETAILS WHICH ARE
                                                                                                                                                                                                                      TO BE USED DURING CONSTRUCTION ON THIS SITE.
                    JOINERY
                                                         COVERED
                                                         BALCONY




                                                                       BEDROOM
2,700




                                                                                             W. I. R.                                                                                                                                       magica building design
         2,400




                                                                                                                                                                                                                                                                creative solutions
                    FFL 160.50
                                                                                                                                                                                                                                                                    m . 0405 494 264
                                                                                                                                                                                                                                                 Carlo Magini     c.s .e . - Building Designer.
                                                                                                                                                                                                                                                 Lic. N o 1177987     - QBSA act 1991
                                                                                                                                                                                                                                             e . [email protected] o m .a u
                                                                                                                                                                                                                                             w.       w w w .magicabuildingdesign.c o m .a u
                                                                                                                                                                                                                                             PO Box 5859, Maroochydore BC. 4558


                                                                                                                              REINFORCED CONCRETE BLOCK PERIMETER WALLS                                                   CLIENT                                             STAGE




                                                                                                                                                                                                BUILDING APPROVAL
        SELECTED FLOORING OVER TIMBER FLOOR FRAME                                                                             WITH REINFORCED CONCRETE SLAB OVER                                                          M. AND D. VENTURA.                                 BUILDING APPROVAL
        ALL IN ACCORDANCE WITH THE STRUCTURAL                                                                                 CONSOLIDATED FILL STRICTLY IN ACCORD. WITH THE
                                                                                                                                                                                                                          PROJECT ADDRESS
        ENGINEER'S DETAILS AND SPECIFICATIONS.                                                                                STRUCTURAL ENGINEER'S DETAILS AND SPECS.
                                                                                                                                                                                                                          BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
                                                                                                                                                                                                                          SHEET TITLE


                                                         B                                                                    INTERNAL WALLS GENERALLY TO BE TIMBER FRAMED
                                                                                                                                                                                                                          SECTIONS
                                                                                                                                                                                                                          ORIGINAL SCALE             SHT SIZE DRWN CHKD DATE

        SECTION                                          4
                                                                                                                              WITH PLASTERBOARD LININGS OVER IN
                                                                                                                              ACCORDANCE WITH THE MANUFACTURER'S
                                                                                                                                                                                                                          1:100
                                                                                                                                                                                                                          DRAWING No
                                                                                                                                                                                                                                                       A3 C. M. C. M. 15 11 18
                                                                                                                                                                                                                                                               SHEET
                                                                                                                                                                                                                                          18 - 021
                                                                                                                                                                                                                                                                             ISSUE
                                                                                                                              SPECIFICATIONS.
                                                                                                                                                                                                                                                                  08 of 10     A