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

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.                                                                                                                                                                                                            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
                                                                                                                                                                                                                                                                                                              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                                                                                                                                                                                                ISSUE
NOTICES.                                                                                   INSTIGATED BY THE PROPRIETOR AND ALL FUTURE PROPRIETORS OF THE BUILDING .                                                                                                                                                                                    08 of 11     C