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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
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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
00
APPROX. LOCATION OF HSTP
160
25
00 REFER WASTEWATER DESIGN REPORT
0
PROPOSED CABIN 1 APPROX. LOCATION OF
SUBSURFACE
REFER WASTEWATER
APPROX. LOCATION OF DESIGN REPORT
EXISTING DRIVEWAY
PROPOSED CABIN 2
LOT 2 ON RP TBA
SITE AREA - TBA M²
FLOOR AREAS.
SITE PLAN Name Area
PRELIM - ISSUE A - JOB 152.rte
1 1 : 3500
DWELLING
TOTAL AREA
46.48 m²
46.48 m²
SIGNED: DATE:
Project Address : Job Number : Date Revisions
T : 1800 075 828
LOT 2 (No.637)
BLACK MOUNTAIN ROAD,
152
SITE PLAN
EMAIL: dunconhomes.com.au
BLACK MOUTAIN
Scale : Page Size : Revision : Date :
QBCC Lic. No 15419689 Drawing Number :
Client: 1 : 3500 A3 PRELIM - ISSUE A 01/07/2026
TBA 102
Page 3
LOT 2 ON RP TBA
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 1:49:24 PM
SITE AREA - TBA M²
FLOOR AREAS.
Name Area
DWELLING 46.48 m²
TOTAL AREA 46.48 m²
NOTES TO BUILDER:
1. PROPOSED DWELLING TO ABUTT EXISTING DECK.
2. EXISITNG DECK TO HAVE A 2.5° PITCH TRIMDECK ROOF
OVER TO BE CONSTRUCTED ON SITE BY OTHERS.
00
00
25
19 0
0 00
16 0
APPROX LOCATION OF DP DP
APPROX. LOCATION OF HSTP
CABIN 1 REFER WASTEWATER DESIGN REPORT
EXISITNG DECK WITH 2.5° PITCH
TRIMDECK ROOF TO DECK TO BE DP
CONSTRUCTED ON SITE BY OTHERS
LINE OF APPROX.
LOCATION OF GULLY
APPROX LOCATION OF
CABIN 2
AP
P
EX R O X
IS .
T I N LO
G CA
DR T IO
IV
EW N O
AY F
APPROX. LOCATION OF
SUBSURFACE
REFER WASTEWATER
DESIGN REPORT
SITE PLAN
1 1 : 500
PRELIM - ISSUE A - JOB 152.rte
SIGNED: DATE:
Project Address : Job Number : Date Revisions
T : 1800 075 828
LOT 2 (No.637)
BLACK MOUNTAIN ROAD,
152
SITE PLAN
EMAIL: dunconhomes.com.au
BLACK MOUTAIN
Scale : Page Size : Revision : Date :
QBCC Lic. No 15419689 Drawing Number :
Client: 1 : 500 A3 PRELIM - ISSUE A 01/07/2026
TBA 103
Page 4
LEGEND
A/C - AIR CONDITIONING
BRM - BROOM CLOSET
CSD - CAVITY SLIDING DOOR
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 1:49:25 PM
CT - COOKTOP
DH - DOUBLE HUNG WINDOW
DP - DOWNPIPE
DW - DISHWASHER
FG - FIXED GLASS
FW - FLOOR WASTE
GR - GRAB RAIL
HWS - HOT WATER SYSTEM
LIN - LINEB
LV - LOUVER WINDOW
MB - METER BOX
MX - MIXER LOCATION
MV - MECHANICAL VENT 10810
OBS - OBSCURE GLASS
OHC - OVERHEAD CUPBOARDS
PD - PLUMBING DUCT 90 7490 90 3050 90
RH - RANGEHOOD kitchen, mud room robe
RO - RAINWATER OUTLET
SGD - SLIDING GLASS DOOR
SH - SHELVES APPROX. LOCATION OF A/C
SHR - SHOWER LAM CABINET WITH MOTOR
SMD - SLIDING MIRROR DOOR HANGING RAIL UNDER
STK - SLIDING STACKING DOOR WATER FILTER SHELVES UNDER
STR - SINGLE TOWEL RAIL UNDER SINK FULL LENGTH TOP SHELF
06.21 SW
SVD - SLIDING VINYL DOOR
90
X0X
SW - SLIDING WINDOW DP 1500 JRY HT. DP
90
TG - TOUGHENED GLASS
90 530
OHC OHC REF LAM OHC ROBE
TR - TOWEL RAIL PTRY
r
mud room
mud room
SPACE BRM
21.06 DH
TRH - TOILET ROLL HOLDER
2120 180 1820
1820
OHC 24.2950 SVD
living, dining, kitchen
living, dining, kitchen
TRG - TOWEL RING MW CT / UBO DW
SPACE R/H0OD SPACE 900 MUD ROOM 870
UBO - UNDER BENCH OVEN
WC - WATER CLOSET KITCHEN
90
AC INDOOR UNIT
WO - WALL OVEN 870 CSD
bed 2
4300
4120
4120
4120
4300
06.21 SW
2210 90
APPROX. LOCATION
bed 1
3500
RAKED CEILING BED 1
X0X
OF A/C MOTOR
TR
AC INDOOR UNIT
RAKED CEILING
SMOKE ALARMS : LIVING DINING 900 VB
BATH
2210
21.06 DH
bath
bath
bath
1. PROVIDE SMOKE ALARMS TO THE RESIDENCE IN fw
NO DOOR
ACCORDANCE WITH THE REVELANT N.C.C. & THE
TRH
900 X 900
BUILDING REGULATION. ALARMS SHALL BE 24.36 SGD SHR
24.24 SGD
CONNECTED TO MAINS POWER. REFER PLAN FOR 0XX0 0XX0
POSTIONS. ZERO THRESHOLD ZERO THRESHOLD
NICHE
90
90
TERMITE CONTROL :
1. TERMITE CONTROL TO BE IN ACCORDANCE WITH THE 09.06 SW
REVELANT A.S. & N.C.C. HOUSING PROVISIONS PART OBS TG EXTERNAL TAP
- "TERMITE RISK MANAGEMENT".
2. TERMITE PROTECTION TO BE "T2" TREATED TIMBER FRAME
& LOSP TREATED MOULDINGS. EXISITNG DECK
2.5° PITCH TRIMDECK ROOF TO DECK TO
3. TERMITE SYSTEM TO BE INSPECTED & MAINTAINED AS BE CONSTRUCTED ON SITE BY OTHERS
ADVISED BY INSTALLERS, MANUFACTURER OR EVERY
12 MONTHS WHICHEVER IS THE LESSER. INSPECTIONS TO
BE CARRIED OUT BY COMPETENT PERSONS.
4. TWO DURABLE NOTICES ARE TO BE FIXED BY BUILDER IN A DP
PROMINENT PLACE, (E.G. METER BOX & KITCHEN CUPBOARD)
NOTICE IS TO SHOW, METHOD OF PROTECTION, DATE OF
INSTALLATION AND MANUFACTURER'S RECOMMENDATION 100 X 100 POST
FOR FUTURE INSPECTIONS. 1 BY OTHERS
5. BUILDER TO DISCUSS & ADVISE OWNER/CLIENT ON METHOD
106
OF TERMITE CONTROL TO ENSURE UNDERSTANDING OF
OWNER'S OBLIGATIONS.
90 5400 90 2000 90 3050 90
6. CONCRETE SLAB AND FOUNDATIONS ARE TO BE DESIGNED &
CONSTRUCTED IN ACCORDANCE WITH THE REVELANT A.S..
living, dining bath bed 1
10810
NOTE:
THIS DRAWING TO BE READ IN CONJUNCTION WITH ENGINEERS DETAILS.
NOTES TO BUILDER:
1. PROPOSED DWELLING TO ABUTT EXISTING DECK.
2. EXISITNG DECK TO HAVE A 2.5° PITCH TRIMDECK ROOF
OVER TO BE CONSTRUCTED ON SITE BY OTHERS.
LOT 2 ON RP TBA
SITE AREA - TBA M²
FLOOR AREAS.
Name Area
FLOOR PLAN DWELLING 46.48 m²
PRELIM - ISSUE A - JOB 152.rte
1 1 : 100 TOTAL AREA 46.48 m²
SIGNED: DATE:
Project Address : Job Number : Date Revisions
T : 1800 075 828
LOT 2 (No.637)
BLACK MOUNTAIN ROAD,
152
FLOOR PLAN
EMAIL: dunconhomes.com.au
BLACK MOUTAIN
Scale : Page Size : Revision : Date :
QBCC Lic. No 15419689 Drawing Number :
Client: 1 : 100 A3 PRELIM - ISSUE A 01/07/2026
TBA 104
Page 5
2.5° PITCH TRIMDECK ROOF TO DECK TO
C/BOND BARGE
NOTE: 475 475 BE CONSTRUCTED ON SITE BY OTHERS
CAPPING
1. GUTTER & FASCIA AS PER MANUFACTURERS/ SUPPLIERS DETAILS TO COMPLY
WITH BCA GUTTER & OVERFLOWS PERFORMANCES REQUIREMENT P3.5.2.
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 1:49:27 PM
2. THIS DRAWING TO BE READ IN CONJUNCTION WITH ENGINEERS DETAILS.
PITCHING POINT
NOTES TO TRUSS MANUFACTURER: ALUMINIUM FRAMED
1. ALL UPSTAND & HEEL HEIGHTS TO BE CONFIRMED BY TRUSS MANUFACTURER. WINDOWS & S/DOORS
JOINERY HT.
2. HEIGHTS ARE MEASURED FROM THE UNDERSIDE OF BOTTOM CHORD TO 100 X 100 POST
2650
FEATURE STONE FROM
2400
TOP OF TOP CHORD BY OTHERS
FINISHES SCHEDULE
LEGEND PAINTED CLADDING FROM
A/C - AIR CONDITIONING BUILDERS SELECTION EXTERNAL TAP
BRM - BROOM CLOSET
CSD - CAVITY SLIDING DOOR
CT - COOKTOP
DH - DOUBLE HUNG WINDOW
DP - DOWNPIPE EXISITNG DECK
STEEL FLOOR FRAMING ON STEEL
DW - DISHWASHER
POSTS REFER FLOOR FRAMING
FG - FIXED GLASS
PLAN & MANUFACTURES FEATURE STONE FROM
FW - FLOOR WASTE
SPECIFICATIONS FINISHES SCHEDULE
GR - GRAB RAIL
HWS - HOT WATER SYSTEM
FRONT ELEVATION
LIN
LV
MB
- LINEB
- LOUVER WINDOW
- METER BOX
1 1 : 100
MX - MIXER LOCATION
MV - MECHANICAL VENT C/BOND FASCIA & 2.5° PITCH
OBS - OBSCURE GLASS GUTTER TRIMDECK ROOF
OHC - OVERHEAD CUPBOARDS
PD - PLUMBING DUCT
RH - RANGEHOOD
PITCHING POINT
RO - RAINWATER OUTLET
SGD - SLIDING GLASS DOOR
SH - SHELVES
2650
JOINERY HT.
SHR - SHOWER ALUMINIUM FRAMED
SMD - SLIDING MIRROR DOOR WINDOWS & S/DOORS
1500
STK - SLIDING STACKING DOOR
STR - SINGLE TOWEL RAIL
SVD - SLIDING VINYL DOOR EXTERNAL TAP
SW - SLIDING WINDOW
TG - TOUGHENED GLASS APPROX. LOCATION
TR - TOWEL RAIL OF A/C MOTOR
TRH - TOILET ROLL HOLDER
TRG - TOWEL RING APPROX. LOCATION STEEL FLOOR FRAMING ON STEEL
UBO - UNDER BENCH OVEN OF A/C MOTOR POSTS REFER FLOOR FRAMING
WC - WATER CLOSET PLAN & MANUFACTURES
PAINTED CLADDING FROM
WO - WALL OVEN SPECIFICATIONS
BUILDERS SELECTION
REAR ELEVATION
2 1 : 100 2.5° PITCH
2.5° PITCH TRIMDECK ROOF
TRIMDECK ROOF
C/BOND BARGE
C/BOND BARGE 2.5° PITCH TRIMDECK ROOF TO DECK TO 2.5° PITCH TRIMDECK ROOF TO DECK TO
CAPPING
CAPPING BE CONSTRUCTED ON SITE BY OTHERS BE CONSTRUCTED ON SITE BY OTHERS
C/BOND FASCIA &
C/BOND FASCIA & 100 X 100 POST 100 X 100 POST
GUTTER
GUTTER BY OTHERS BY OTHERS
PITCHING POINT
PITCHING POINT
PAINTED CLADDING FROM
BUILDERS SELECTION ALUMINIUM FRAMED
JOINERY HT.
JOINERY HT.
WINDOWS & S/DOORS
2650
2650
PAINTED CLADDING FROM
2400
2400
ALUMINIUM FRAMED BUILDERS SELECTION
WINDOWS & S/DOORS
APPROX. LOCATION APPROX. LOCATION
OF A/C MOTOR OF A/C MOTOR
STEEL FLOOR FRAMING ON STEEL
POSTS REFER FLOOR FRAMING
PLAN & MANUFACTURES STEEL FLOOR FRAMING ON STEEL
EXISITNG DECK EXISITNG DECK
SPECIFICATIONS POSTS REFER FLOOR FRAMING
EXTERNAL TAP PLAN & MANUFACTURES
APPROX. LOCATION SPECIFICATIONS
OF A/C MOTOR
LEFT ELEVATION RIGHT ELEVATION
3 NOTES TO BUILDER: 4 1 : 100
PRELIM - ISSUE A - JOB 152.rte
1 : 100 1. PROPOSED DWELLING TO ABUTT EXISTING DECK.
2. EXISITNG DECK TO HAVE A 2.5° PITCH TRIMDECK ROOF
OVER TO BE CONSTRUCTED ON SITE BY OTHERS.
SIGNED: DATE:
Project Address : Job Number : Date Revisions
T : 1800 075 828
LOT 2 (No.637)
BLACK MOUNTAIN ROAD,
152
ELEVATIONS
EMAIL: dunconhomes.com.au
BLACK MOUTAIN
Scale : Page Size : Revision : Date :
QBCC Lic. No 15419689 Drawing Number :
Client: 1 : 100 A3 PRELIM - ISSUE A 01/07/2026
TBA 105