Original source · versioned page text
Attachment 1 - Proposal Plans
GENERAL NOTES : SITE NOTES : TERMITE CONTROL :
1. ALL CONSTRUCTION SHALL CONFORM STRICTLY WITH THE REQUIREMENTS OF 1. DETAIL OF THE CUT & FILL REQUIREMENTS FOR THIS BUILDING SITE IS BASED ON SURFACE 1. TERMITE CONTROL TO BE IN ACCORDANCE WITH THE REVELANT A.S. & N.C.C. HOUSING
THE REVELANT N.C.C.,THE QUEENSLAND BUILDING ACT TOGETHER WITH THE LEVELS TAKEN AND THE OWNER/BUILDER SPECIFIED REQUIREMENTS. SUCH DETAIL IS PROVISIONS PART - "TERMITE RISK MANAGEMENT".
BUILDING AMENDMENTS ACT, THE QUEENSLAND HOME BUILDING CODE AND THE SUBJECT TO VARIATION DEPENDANT UPON GROUND CONDITIONS ENCOUNTERED, SOIL
D:\FNFS - RONNIE\JOBS\PRELIMINARY\LOT 2 (No.637) BLACK MOUNTAIN ROAD, BLACK MOUNTAIN - THE TULLY (MOD) - JOB 152\LOT 2 (No.637) BLACK MOUNTAIN ROAD, BLACK MOUNTAIN - THE TULLY (MOD) - 1/07/2026 1:49:23 PM
AUSTRALIAN DOMESTIC CONSTRUCTION MANUAL- QUEENSLAND EDITION TEST RESULTS AND LOCAL AUTHORITY REQUIREMENTS. 2. TERMITE PROTECTION TO BE "T2" TREATED TIMBER FRAME & LOSP TREATED MOULDINGS.
INCLUSIVE OF ANY AMENDMENTS & ATTACHMENTS PUBLISHED AFTER THE
RELEVANT DATES OF PROCLAMATION OR RELEASE AS MAY BE THE CASE. 2. CLEAR BUILDING AREA OF ALL VEGETATION TO ONE METRE PAST THE BUILDING PERIMETER. 3. TERMITE SYSTEM TO BE INSPECTED & MAINTAINED AS ADVISED BY INSTALLERS,
REMOVE ALL STUMPS & ROOTS. STOCKPILE TOP SOIL FOR RE-USE ON COMPLETION OF MANUFACTURER OR EVERY 12 MONTHS WHICHEVER IS THE LESSER. INSPECTIONS TO BE
2. ALL MATERIALS USED FOR THE CONSTRUCTION WORK COVERED BY THESE PLANS BUILDING CONSTRUCTION. TOP SOIL IS NOT TO BE USED AS FILL MATERIAL. CARRIED OUT BY COMPETENT PERSONS.
SHALL BE NEW AND TOP QUALITY.
3. ALL CUT AND FILL EMBANKMENTS TO BE NO STEEPER THAN 1:2 AND ALL DRIVEWAYS TO BE 4. TWO DURABLE NOTICES ARE TO BE FIXED BY BUILDER IN A PROMINENT PLACE, (E.G. METER
3. ALL TIMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REVELANT A.S. NO STEEPER THAN1:4 ALL EARTHWORKS TO BE IN ACCORDANCE WITH THE REVELANT A.S.. BOX & KITCHEN CUPBOARD) NOTICE IS TO SHOW, METHOD OF PROTECTION, DATE OF
RESIDENTIAL TIMBER FRAMED CONSTRUCTION. INSTALLATION AND MANUFACTURER'S RECOMMENDATION FOR FUTURE INSPECTIONS.
4. SLOPE BUILDING PAD TO DRAIN AWAY FROM RESIDENCE AND TO NATURAL GROUND FALL.
4. ALL DIMENSIONS AND LEVELS MUST BE CHECKED BY BUILDER PRIOR TO THE 5. BUILDER TO DISCUSS & ADVISE OWNER/CLIENT ON METHOD OF TERMITE CONTROL TO
COMMENCMENT OF WORKS, ON OR OFF SITE. 5. SITE WORKS INDICATED ON THIS PLAN ARE FOR CONSTRUCTION PURPOSES ONLY. IT IS THE ENSURE UNDERSTANDING OF OWNER'S OBLIGATIONS.
CLIENTS RESPONSIBILITY TO CARRY OUT ALL LANDSCAPING, SITE DRAINAGE, RETAINING WALLS
5. ALL WET AREAS TO COMPLY WITH THE REVELANT A.S.. AFTER COMPLETION OF CONSTRUCTION. ALL RETAINING WALLS & EMBANKMENTS SHOWN 6. CONCRETE SLAB AND FOUNDATIONS ARE TO BE DESIGNED & CONSTRUCTED IN ACCORDANCE
ARE TO COMPLY WITH THE RELEVANT LOCAL AUTHORITIES POLICY FOR RETAINING WALLS & WITH THE REVELANT A.S..
6. WC DOORS OPENING INWARDS TO BE FITTED WITH LIFT-OFF HINGES TO ALLOW EMBANKMENTS ON RESIDENTIAL BUILDING SITES. POSITION OF RETAINING WALLS &
THE DOOR TO BE REMOVED WHEN IN A CLOSED POSITION. EMBANKMENTS MAY VARY ACCORDING TO SITE WORKS.
JOINERY : 6. LEVEL OF CONCRETE FLOOR SLAB TO DWELLING IS TO BE VERIFIED BY BUILDER TO ENSURE
THAT A MINIMUM HEIGHT ABOVE FINISHED GROUND LEVEL IS ATTAINED IN ACCORDANCE TO QLD SUSTAINABLE HOUSE CODE
1. ALL JOINERY TO BE ALUMINIUM FRAMED WITH POWDERCOATING TO CONFORM
THE REVELANT N.C.C., QLD BUILDING ACT- AMMENDMENT ACT & THE LOCAL AUTHORITY
TO THE REVELANT A.S.. SHOWER ROSES
POLICY AND TO CONFIRM CUT AND FILL LEVELS.
SHOWER ROSES TO BE AAA RATING ASSESSED AGAINST THE REVELANT AS/NZ OR A3 STAR
2. NO LOAD IS TO BEAR ON FRAMES. RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS)
7. BUILDER TO VERIFY THE LOCATION OF ALL SERVICES PRIOR TO CONSTRUCTION.
3. KEEP ALL FRAMES & GLAZING CLEAR OF CONCRETE, MORTAR & SOLVENTS. TOILET CISTERNS
8. CONFIRM THAT ALL SURVEY PEGS ARE IN THE CORRECT POSITION BEFORE SETTING OUT THE
BUILDING. IF ANY DOUBT ARISES CONTACT THE BUILDER/SURVEYOR. TOILET CISTERNS TO HAVE DUAL FLUSH CAPACITY THAT DOES NOT EXCEED 6 LITRES ON FULL
4. ALL SLIDING GLASS DOORS SHALL BE WITHOUT MID-RAILS.
FLUSH AND 3 LITRES ON HALF FLUSH.
5. ALL HINGED DOORS (INCLUDING FRONT DOOR) TO BE AS NOMINATED ON 9. AFTER COMPLETION OF CONSTRUCTION OF THE DWELLING, THE OWNER SHALL MAINTAIN THE
CONTRACT. SITE & DWELLING IN ACCORDANCE WITH THE C.S.I.R.O. LEAFLET SHEET No. 10-91 'GUIDE TO WATER SUPPLY
HOME OWNERS ON FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE'. WHERE MAIN WATER PRESSURE AT THE OUTLET WITHIN THE BOUNDARY EXCEEDS 500Kpa A
WATER PRESSURE LIMITING DEVICE TO BE INSTALLED TO ENSURE PRESSURE REMAINS
LININGS : 10. DO NOT SCALE DIMENSIONS OFF PLAN. FIGURED DIMENSIONS TO BE USED AT ALL TIMES. BELOW 500Kpa.
1. INTERNAL LININGS TO BE PLASTERBOARD, 10mm TO WALLS & 13mm OR 10mm
ABLE TO SPAN 600mm TO CEILINGS. HOT WATER
PLUMBING NOTES :
1. ALL DRAINAGE AND PLUMBING WORKS MUST BE CARRIED OUT BY A LICENCED PROVIDE HOT WATER SYSTEM (AS PER CCS), WITH A FIVE STAR ENERGY RATING.
2. 10mm GAP TO BE LEFT BETWEEN FLOOR & SHEETING.
PLUMBER/DRAINER ONLY AND STRICTLY IN ACCORDANCE WITH " THE STANDARD SEWERAGE
3. FIXING, CONTRACTION JOINT LOCATIONS & LEVEL OF FINISH IS TO BE AS PER THE BY-LAWS". NO WORK SHALL BE COVERED UP UNTIL IT HAS BEEN EXAMINED AND PASSED BY
REVELANT A.S./N.Z. OR MANUFACTURER'S SPECIFICATION. THE COUNCIL'S INSPECTOR.
4. CORNICE TYPE AS PER CONTRACT. 2. DISCHARGE ALL WASTES TO SEWERAGE SYSTEM IN ACCORDANCE WITH THE LOCAL COUNCIL'S NOTE:
SPECIFICATION. THIS DRAWING TO BE READ IN CONJUNCTION WITH ENGINEERS DETAILS.
5. WET AREA LININGS TO BE VILLABOARD OR SIMILAR APPROVED WATER RESISTANT
GRADED LININGS. 3. DISCHARGE ROOF WATER DRAINAGE TO STORMWATER CONNECTION POINT AS PER COUNCIL'S
REQUIREMENT.
6. METAL CEILING BATTENS AT MAX. 500mm CENTRES TO BE USED THROUGHOUT.
4. ROOFING CONTRACTOR AND PLUMBER TO ENSURE THAT THE NUMBER OF DOWNPIPES
SHOWN ON PLAN IS ADEQUATE AND LOCATED IN THE OPTIMUM POSITIONS.
SOFFIT LININGS :
1. SOFFITS ARE TO BE BATTENED WITH 38 X 50 TIMBER & SHEETED WITH
'HARDIFLEX' 4.5mm F.C. SHEETING.
SMOKE ALARMS :
1. PROVIDE SMOKE ALARMS TO THE RESIDENCE IN ACCORDANCE WITH THE REVELANT N.C.C.
ROOFING : & THE BUILDING REGULATION. ALARMS SHALL BE CONNECTED TO MAINS POWER. REFER
PLAN FOR POSTIONS.
1. COLORBOND STEEL ROOF SHEETING FIXED TO BATTENS AS NOMINATED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATION.
RAINWATER GUTTERS :
ROOF FRAMEWORK : 1. GUTTERS FIXED TO METAL FASCIA. GUTTER TO FALL TO 90mm DOWNPIPES SPACED AS
SHOWN AND FIXED TO WALL.
1. PRE FABRICATED TRUSSES AT 2.5° PITCH & 900mm CENTRES.
2. FASCIA & GUTTER SHALL BE COLORBOND AS PER CONTRACT.
2. ENTIRE ROOF TO BE TRUSS CONSTRUCTION UNLESS INDICATED OTHERWISE ON
FLOOR/FRAMING PLAN.
3. DOWNPIPES TO BE PAINTED PVC.
3. TRUSSES TO BE ENGINEER DESIGNED AND FIXED & BRACED AS PER THE
MANUFACTURER'S REQUIREMENTS. HOT WATER SERVICE :
1. COLD WATER SERVICE LEADING TO HWS TO BE RO.3 LAGGED FOR FIRST 500mm OUT FROM
4. THE TRUSS MANUFACTURER SHALL PROVIDE ALL NECESSARY DOCUMENTATION & HWS.
CERTIFICATION AS REQUIRED FOR THE CONSTRUCTION/ERECTION OF THE ROOF
FRAMING AND THE APPROVAL BY COUNCIL/PRIVATE CERTIFIER. 2. HOT WATER SERVICE LEADING FROM HWS TO ALL FIXTURES TO BE RO.3 LAGGED FOR ALL
EXPOSED PIPEWORK ADJACENT TO HWS & ALL PIPEWORK IN ROOF VOID EXCEPT FOR ROOFS
5. WHERE TRUNCATED & GIRDER TRUSSES OCCUR THE TRUSS MANUFACTURER IS WITH INSULATION BLANKET/BATTS UNDER ROOFING MATERIAL.
TO CHECK THE ADEQUACY OF LINTELS SUPPORTING THEM AND THE TIE-DOWN
REQUIREMENTS.
6. TRUSS MANUFACTURER MUST NOTIFY BUILDER OF ANY CHANGE TO LINTEL OR
TIE-DOWN DESIGN AT TRUSS DESIGN STAGE.
7. TRUSS MANUFACTURER TO NOMINATE THE NUMBER OF STUDS REQUIRED UNDER
TRUNCATED & GIRDER TRUSSES.
8. BOTTOM CHORD BINDERS AS PER TRUSS MANUFACTURER'S SPEC. & AT
MAXIMUM 3000mm CENTRES.
9. PINE TOP PLATES UNDER TRUNCATED & GIRDER TRUSSES TO HAVE THE RIBBON
PLATE REPLACED WITH F17 KDH PLATE OF SAME SIZE. KDH PLATE IS TO SPAN
MINIMUM OF 3 STUDS & CENTRALLY LOCATED UNDER TRUSS.
10. ROOFING MATERIAL TO BE FIXED TO MANUFACTURER'S SPECIFICATIONS FOR
TERRAIN CATEGORY, PROFILE & FINISH AS PER CONTRACT.
PRELIM - ISSUE A - JOB 152.rte
SIGNED: DATE:
The Tully (Mod)
Project Address : Job Number : Date Revisions
T : 1800 075 828
LOT 2 (No.637)
BLACK MOUNTAIN ROAD,
152
GENERAL NOTES
EMAIL: dunconhomes.com.au
BLACK MOUTAIN
Scale : Page Size : Revision : Date :
QBCC Lic. No 15419689 Drawing Number :
Client: A3 PRELIM - ISSUE A 01/07/2026
TBA 101
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (Attachment 1 - Proposal Plans.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.