Council archive · source document
19-013 - Kerr Residence - 21 10 19 · MCU18/0206.01
Attached to the e-mail Request to Change DA - MCU18-0206.01.msg.
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.
CH
ROO F PIT ITCH
1 7 .5 ° RO OF P
ATUR
AL
T 1 7 .5 °
R I CAL N m OFFSE
O
H I S T L I N E 8 .0 ITCH 7. 5° R O O F
ND RO OF P PITCH
GROU 1 7 .5 °
FFL 28.35
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
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. SECTIONS
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. 18 10 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 09 A
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