19-013 - Kerr Residence - 05 12 19 · OPW21/0151

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.
                                                                                                                                                                                                                                                                                                    SECTION
                                                                                                                                                                                                                                                                                                    ORIGINAL SCALE              SHT SIZE DRWN CHKD DATE
                      Lic. N o 1177987     - QBSA act 1991
                  e . [email protected] o m .a u                                                                                                                                                                                                                                       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                                                                                                                                                                                                                                                                                       ISSUE
                  PO Box 5859, Maroochydore BC. 4558                                                                                                                                                                                                                                                                                         09 of 11     C