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33997 plans · 152004.240041.3

Attached to the e-mail Change to Building Envelope - GIA - 152004.240041.3.

Plans and drawings: the text below has words only, no drawings.

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  ROOF TRUSSES GENERALLY AT 900mm MAX. CTRS                                                                                                                ROOF RAFTERS GENERALLY AT 900mm MAX. CTRS
  STRICTLY IN ACCORDANCE WITH THE                                                                                                                          STRICTLY IN ACCORDANCE WITH THE STRUCTURAL
  MANUFACTURER'S DETAILS AND SPECIFICATIONS.                                                                                                               ENGINEER'S DETAILS AND SPECIFICATIONS.




                                                                                             TCH
                                                                                     OF PI
                                                                            15° RO


                                                                                                                                                                                   CEILING

                                                                                                                                                                                  JOINERY


                                                                                                   BED 2




                                                                                                                                                                                                        2,700
                                                                                                                                                                                                2,400
                                                                                                                                                                                 FFL 160.50




                                                                                                                                           SWIMMING
  SELECTED FLOORING OVER TIMBER FLOOR FRAME
  ALL IN ACCORDANCE WITH THE STRUCTURAL
                                                                                                                                             POOL
  ENGINEER'S DETAILS AND SPECIFICATIONS.




  SELECTED DECKING (MATCH EXISTING) OVER TIMBER                                                                                                             REINFORCED CONCRETE BLOCK PERIMETER WALLS
  FLOOR FRAME ALL IN ACCORDANCE WITH THE                                                                                                                    WITH REINFORCED CONCRETE SLAB OVER
  STRUCTURAL ENGR'S DETAILS & SPECIFICATIONS.                                                                                                               CONSOLIDATED FILL STRICTLY IN ACCORD. WITH THE
                                                                                                                                                            STRUCTURAL ENGINEER'S DETAILS AND SPECS.




                                                     C
SECTION                                              4


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.                                                                                                                                                                                                                     M. AND D. VENTURA.                           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                                                            BOOYONG DRIVE, BLACK MOUNTAIN , 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. 15 11 18
                                                                                                                                                                                                                                    DRAWING No                          SHEET
                                                                                                                                                                                                                                                  18 - 021
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 .                                                                                                     09 of 10     A

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