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White Working Drawings Plans Only 14-03-17
Attached to the e-mail MCU15/0096.03 - Change to approval.
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WORKING DRAWING NOTES:
GENERAL NOTES: WALL FRAMING NOTES: ROOF FRAMING NOTES: CONCRETE SETOUT NOTES: WATERPROOFING & WATER RESISTANT MATERIALS NOTES:
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING CONSTRUCTION ALL TIMBER FRAMING IN ACCORDANCE WITH AS1684. INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF GROUND BENEATH SUBFLOOR IS TO BE GRADED PRIOR TO WHERE THE SLAB EDGE HAS <75mm ESPOSURE, A SUITABLE ALL WET AREAS WATERPROOFING IS TO COMPLY WITH AS3740:2010
FOR IMPROVED MOISTURE DRAINAGE WITH AIRCELL TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) CONSTRUCTION SUCH THAT THE FGL BELOW THE BUILDING IS TERMITE PERIMETER BARRIER SHOULD BE INSTALLED WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS
SANITARY COMPARTMENTS THAT ARE COMPLETELY ENCLOSED MUST HAVE A DOOR THAT IS READILY REMOVABLE IT IS RECOMMENDED THAT TIMBERS USED IN THIS PROJECT BE GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3 S1.12) HIGHER THAN ADJACENT FGL SO PONDING DOES NOT OCCUR (AS3660.1:2000, S.4.4) (BCA VOL2 P3.8.1.0)
FROM THE OUTSIDE BUT THIS IS NOT REQUIRED WHEN THERE IS 1200mm MIN BETWEEN THE DOORWAY & THE WC PAN SOURCED FROM RESPONSIBLY MANAGED FORESTS, TREE GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER BELOW THE BUILDING TO NCC VOL 2 P3.1.2.3(c)
(NCC VOL2 P3.8.3.3) PLANTATIONS OR RECYCLED WOOD THROUGH COMPANIES THAT INSULATION INSTALLATION DETAILS REFER TO ENERGY INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING BUILDER TO COMPLY WITH AS3600 & AS2870 FOR CONCRETE THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING ALL WATERPROOFING MATERIALS & SYSTEM COMPONENTS ARE TO
HAVE BEEN CERTIFIED AS COMPLYING WITH FOREST EFFICIENCY DRAWINGS FOR IMPROVED MOISTURE DRAINAGE WITH AIRCELL SLAB CONSTRUCTION SERVICES PRIOR TO BEGINNING CONSTRUCTION BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION
SITE DRAINAGE IS TO BE CONSTRUCTED ACCORDING TO AS/NZS3500.3 STORMWATER DRAINAGE OR AS/NZS3500.5 STEWARDSHIP COUNCIL (FSC) STANDARDS. FOR FURTHER BUILDER TO REFER TO TRUSSED ROOF BRACING GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR CONCRETE IS TO COMPLY WITH AS3600 & HAVE A 25MPa (N25 INSTRUCTIONS & MATERIAL COMPATIBILITY IS TO BE CHECKED BY THE
DOMESTIC INSTALLATIONS S5 (NCC VOL2 P3.1.2.0) INFORMATION PLEASE REFER TO www.fsc.org (or) NOMINATED BY THE TRUSS MANUFACTURER GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER THE DRAINAGE AND FLOOR HEIGHT ABOVE THE FINISHED GRADE) STRENGTH AT 28 DAYS, 20mm NOMINAL BUILDER PRIOR TO USE.
www.fscaustralia.org INSULATION INSTALLATION DETAILS REFER TO ENERGY GROUND LEVEL SHOULD BE DESIGNED AND CONSTRUCTED TO AGGREGATE SIZE & 100mm SLUMP (UNO) & SL72 MESH & BE
WORKERS ARE TO DETERMINE SAFE MANUAL & MECHANICAL HANDLING , LIFTING & INSTALLATION OF STRESS GRADE JOINT GROUP GENERAL ROOF TRUSSES TO BE DESIGNED & INSTALLED IN AVOID PONDING AGAINST OR NEAR THE CONCRETE FOOTING MECHANICALLY VIBRATED WATERPROOFING SYSTEM IS TO ALLOW FOR CREEP, EXPANSION &
ARCHITECTURAL FIXTURES & COMPONENTS WHILE FOLLOWING WHS INSTRUCTIONS ON MANUFACTURER'S MGP 10/F5 JD5 (PINE WITH PITH-IN) ACCORDANCE WITH AS4440:2004 INSTALLATION OF EFFICIENCY DRAWINGS WITH THE GROUND AROUND THE BUILDING PERIMETER, CONTRACTION OF SUBSTRATE (AS3470:2010 S2.3)
DOCUMENTATION BUILDING WHS REPORT TO BE STORED IN LINEN CP FOR EASY ACCESS MGP 12/F8 JD4 (PINE NO PITH-IN) SPECIFIED NAILPLATED TIMBER ROOF TRUSSES BUILDER TO REFER TO TRUSSED ROOF BRACING INCLUDING THE UPHILL SIDE OF CUT AND FILL SITES MUST BE CONCRETE FOOTINGS TO COMPLY WITH AS3600 & HAVE 20MPa
NOMINATED BY THE TRUSS MANUFACTURER SLOPED AWAY FROM THE BUILDING AT 50mm MINIMUM IN (N20) WITH REINFORCEMENT AS DETAILED & BE NOMINAL MINIMUM FIXINGS:
MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS
LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH STRESS GRADE JOINT GROUP GENERAL ROOF TRUSSES TO BE DESIGNED & INSTALLED IN 1000mm (AS1870 S5.2.1) MECHANICALLY VIBRATED
TIMBER FLOORS TO MEET THE REQUIREMENTS OF AS4786.2:2005 TIMBER FLOORING - SANDING & FINISHING UNLESS SPECIFIED OTHERWISE, USE NOMINAL FIXINGS:
CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED MGP 10/F5 JD5 (PINE WITH PITH-IN) ACCORDANCE WITH AS4440:2004 INSTALLATION OF
NAILPLATED TIMBER ROOF TRUSSES TERMITE RISK MANAGEMENT IS TO BE INSTALLED TO VAPOUR BARRIER IS TO BE INSTALLED UNDER THE SLAB ON (AS1684.3, S9.5 & T9.4)
DAMP PROOF COURSES & FLASHINGS ARE TO COMPLY WITH AS/NZS2905:1995 RIGHT WAY UP. CURVED MEMBERS ARE TO BE INSTALLED MGP 12/F8 JD4 (PINE NO PITH-IN)
LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH ENSURE CLASS 1 & 10 BUILDINGS TO HAVE 50 YEAR DESIGN GROUND CONSTRUCTION. IT IS TO BE 0.2mm NOMINAL * 3.05Ømm MIN FOR HARDWOOD & CYPRESS FRAMING
ACCORDING TO THE DESIGN DRAWINGS MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS
CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED LIFE BY COMPLIANCE WITH AS3660.1 TERMITE THICKNESS POLYETHYLENE FILM MEDIUM IMPACT RESISTANT * 3.33Ømm MIN FOR SOFTWOOD FRAMING
AS4662 CERAMIC TILES - DEFINITIONS, CLASSIFICATION, CHARACTERISTICS & MARKING REQUIRE CERAMIC TILES THE BUILDER SHOULD PROVIDE TEMPORARY BRACING TO LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH
RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS MANAGEMENT - NEW WORK (NCC VOL2 P3.1.3.0) (AS2870, S5.3.3.2(c)) * PLASTIC POLYMER (GLUE) COATED 0R ANNULAR OR HELICAL DEFORMED SHANK
OF THE BEST COMMERCIAL QUALITY (FIRST QUALITY), CERAMIC FLOOR TILES SHALL BE TESTED TO AS/NZS4586 SUPPORT WIND & CONSTRUCTION LOADS DURING CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED
KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM METHOD OF TERMITE RISK MANAGEMENT IS TO BE PROVIDED FOOTINGS & SLABS ON GROUND REQUIRE MINIMUM CONCRETE NAILS MACHINE DRIVEN NAILS:
TO MEET AUSTRALIAN STANDARDS FOR THE FIRST QUALITY CERAMIC TILES CONSTRUCTION. THIS MAY BE PART OF THE PERMANENT RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS
SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN WITH AT LEAST 2 DURABLE PERMANENT NOTICES IN KITCHEN COVER TO THE OUTER EDGE OF REINFORCEMENT: USE HOT DIPPED GALVANISED, STAINLESS STEEL OR MONEL METAL NAILS IN DAMP
BRACING & MUST BE EQUAL TO 60% MINIMUM OF PROPOSED KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM
SHRINKAGE & TOLERANCES (AS1684.3 S1.13) CUPBOARD & MSB (NCC VOL2, P3.1.3.2) * 40mm TO UNPROTECTED GROUND OR WEATHER EXPOSED JOINTS
PROVIDE INSECT SCREENS TO ALL WINDOWS BUT NOT EXTERNAL DOORS PERMANENT BRACING (AS1684.3, S8.2) SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN
RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF * 30mm TO A MEMBRANE IN CONTACT WITH THE GROUND * WHEN NOT SPECIFIED IN FOLLOWING TABLE, NAIL LENGTH
SHRINKAGE & TOLERANCES (AS1684.3 S1.13)
TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) VISUAL INSPECTION CLEARANCES FOR TERMITE MANAGEMENT * 20mm TO AN INTERNAL SURFACE IS TO BE 10 x NAILØ WHEN DRIVEN INTO SIDE GRAIN
TOTAL INTERNAL FLOOR AREA INCLUDES ALL INTERNAL & EXTERNAL WALLS RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF
LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3 S1.12) ARE TO BE APPLIED TO THE BUILDING FABRIC * 40mm TO AN EXTERNAL SURFACE (NCC VOL 2 P3.2.3.3) * WHEN NOT SPECIFIED IN TABLE NEXT, NAIL LENGTH IS
TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1)
HANDRAIL & BALUSTRADE NOTES TO BE 15 x NAILØ WHEN DRIVEN INTO END GRAIN
BUILDER IS TO COMPLY WITH GECA32-2007 RECYCLED &
* MINIMUM 2 NAILS PER JOINT UNO
RECLAIMED TIMBER STANDARD &/ INTERIM INDUSTRY
HANDRAILS, BALUSTRADES & ALL STAIR MEMBERS & HAND DRIVEN NAILS:
STANDARD RECYCLED TIMBER VISUALLY STRESS GRADED
CONNECTIONS TO MEET AS1170.1 * 3.15Ømm MIN FOR HARDWOOD & CYPRESS
RECYCLED TIMBER FOR STRUCTURAL PURPOSES TO
* 3.75Ømm MIN FOR SOFTWOOD & LOWER DENSITY TIMBERS
ENSURE ANY RECYCLED TIMBER IS FIT FOR PURPOSE
EXISTING NEIGHBOURS
3 4
MAKE GUTTER/KERB GOOD
WD7.0 WD7.0
94°20'29"
41.477
1475
BINS BELOW 6657
KERB
RH
SEAVIEW TERRACE
RH (UNDER GUTTER)
LANDSC
4°20'40"
S S S TOP OF HOB RL29580
3.571
RH RH S S
RENDERED BLOCK
APING IN
COLUMNS TO SPEC FALL
OF EXISTING HOUSE
(SDD,TED) HATCH REPRESENTS OUTLINE
LANDSCAPING IN ACCORDANCE
WITH COUNCIL DECISION
AC
NOTICE. SEE PART 4. 10
CORDAN
FLAT ROOF
MAKE GUTTER/KERB GOOD
BUILDING RL31830
FALL FLAT ROOF FALL
CE
SURROUND TO OUTDOOR LIVING
3133 SPEC (SDD, TED) BELOW
WITH CO
RL29480
TOP OF BUILDING SURROUND RL31830
PROVIDE 1:100 FALL AS A MINIMUM
UN
FALL
CIL DEC
FALL FALL
TOP OF HOB RL29580
TOP OF HOB RL29580
POOL BELOW
FALL
2° KLIP-LOK
ISION N
177°21'5
GATEHOUSE
5026
15.200
TBM NAIL IN MH RL27310 1 BELOW 1
OTICE. S
WD6.0 WD6.0
0"
FALL FALL FALL FALL
KERB
3432 2° KLIP-LOK FALL FALL
EE PAR
FALL
PROVIDE 1:100 FALL AS A MINIMUM
358°50'2
TOP OF HOB RL29080
FALL
T 4. 12 &
10.960
FLAT ROOF
FALL AS A MINIMUM
2 FALL 2
PROVIDE 1:100
RL29080
RL31830
0"
WD6.0 WD6.0
13
FALL FALL
TERRACE BELOW FLAT
PLANTER
RL29030 ROOF
RL29030
RL29030
FLAT ROOF
DRIVEWAY BELOW
RL29480 FALL
FALL FALL
FALL
S 5740
S S
SEE COUNCIL DECISION NOTICE FOR DETAILS OF
EXISTING PANDANUS TREE. PART 4 .10 S S S TOP OF HOB RL29580
RH RH RH
STORMWATER PIT
RH
2000
1500 RH TO HYDRAULIC
1500
ENGINEERS DETAIL
FLAT ROOF PRIVACY SCREEN
2138 RL29080 TO SPEC (SDD)
TELSTRA WATER 275°09'50" LANDSCAPING IN ACCORDANCE WITH COUNCIL DECISION
POLE TELSTRA METER 42.27 NOTICE. SEE PART 4. 11
PIT EXISITNG FENCE EXISITNG FENCE EXISITNG FENCE
3 4
WD7.0 WD7.0 KEY: TD THERMAL DETECTOR AREAS:
*ALL BOUNDARIES, LEVELS AND HEIGHTS TO BE RE-SURVEYED AND HT HOSE TAP SD SMOKE DETECTOR
LOWER FLOOR: 151m²
CONFIRMED PRIOR TO CONSTRUCTION. EXISTING NEIGHBOURS
FG FLOOR GULLY HW HOT WATER
GROUND FLOOR: 197m²
48 SEAVIEW TERRACE
DP DOWN PIPE A/C AIR CONDITIONING
BUILDING LINE OF
D DOOR DN DOWN UPPER FLOOR: 79m²
*ALL FLAT ROOFS TO HAVE A 1:100 FALL AS A MINIMUM. W WINDOW UP UP
COVERED TERRACES: 42m²
L LOUVRE F FRIDGE
*ALL MATERIALS MUST BE SUITABLE TO THE APPLICATION AND BE INSTALLED IN LOT 61 ON 81810 DH DOUBLE HUNG WC WATER CLOSET
GFA: 469m²
RH RAIN HEAD SH SITE COVER: 313m²/ 50.44%
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 50 SEAVIEW TCE, SUNSHINE BEACH CSD CAVITY SLIDING DOOR N
SHOWER
TILED NICHE POOL: 39m²
*ALL STRUCTURAL MEMBERS TO BE CONFIRMED WITH STRUCTURAL ENGINEERS AND
QLD 4567 SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
DESIGNER PRIOR TO ORDERING. AREA: 620.513m² SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
*THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS TFD TO FUTURE DETAIL W/M WASHING MACHINE
DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT. TCR TO COUNCILS REQUIREMENTS F FRIDGE
*WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH STRUCTURAL *ALL COUNCIL REQUIREMENTS AND POSITIONS TO BE CONFIREMD ON
NORTH
P
PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY SDD SEE WORKING DRAWINGS DETAIL PANTRY
DISCREPANCIES DRAWINGS, JOINERY DRAWINGS AND SCHEDULES PRIOR TO ANY ORDERING. SITE PRIOR TO CONSTRUCTION. CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
DESIGNER TO CONFIRM ORDERS. TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL . FALL DIRECTION SW STORM WATER
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED VOS VERIFY ON SITE FCL FINISHED CEILING LEVEL
PLEASE CONTACT DESIGNER. T.O.W TOP OF WALL FFL FINISHED FLOOR LEVEL
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: SITE PLAN/ROOF PLAN
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR See the original
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Full text of sections 2 to 7 (of 9)
Section 2
CONSTRUCTION
SP1.0
Section 3
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR
LOWER FLOOR: 151m²
FG FLOOR GULLY HW HOT WATER
DP DOWN PIPE A/C AIR CONDITIONING GROUND FLOOR: 197m²
D DOOR DN DOWN UPPER FLOOR: 79m²
W WINDOW UP UP
COVERED TERRACES: 42m²
L LOUVRE F FRIDGE
GFA: 469m²
DH DOUBLE HUNG WC WATER CLOSET
RH RAIN HEAD SH SHOWER SITE COVER: 313m²/ 50.44%
CSD CAVITY SLIDING DOOR N TILED NICHE POOL: 39m²
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
TCR TO COUNCILS REQUIREMENTS F FRIDGE
NORTH
SDD SEE WORKING DRAWINGS DETAIL P PANTRY
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
. FALL DIRECTION SW STORM WATER
VOS VERIFY ON SITE FCL FINISHED CEILING LEVEL
20635
T.O.W TOP OF WALL FFL FINISHED FLOOR LEVEL
12780 190 830 300 3590 300 2645 175
190 2130 190 10270 190 7665 175
3 4
T.O.W RL22930
WD7.0 WD7.0
94°20'29"
41.477 EXISTING FRAMELESS
LANDSCAPING LANDSCAPING LINE OF EXISTING DECK PLANTER LINE OF EXISTING DECK
GLASS BALUSTRADE
1500
(TO BE REPLACED)
400x800
GATE
250x250 COLUMN (TED) 400x225 COLUMN (TED) 100 x 200 FEATURE COLUMNS TO SPEC (SDD)
800x400 COLUMN (TED) COLUMN
SEAVIEW TERRACE
DP DP (TED)
HT WET EDGE TRAY TO BE
DP
701 USED AS BALANCE TANK
4°20'40"
LANDSC
3.571
600
(POOL BUILDER TO CONFIRM
190
PRIOR TO CONSTRUCTION)
SEAT (SJD) W2 TV/FIRE TO SPEC (SJD) W3 476
APING IN
100
LINES OF BUILDING 0.3 LINES REPRESENT
GLASS 0.6 EXISTING POOL WALL
WALL
SURROUND ABOVE 325 0.9 - VERIFY ON SITE
AC
1.2
S
BAR BBQ
3990
CORDAN
LINE REPRESENTS FURNITURE
WINE S OUTDOOR
4133
CELLAR
RECESSED GLASS POOL FENCE TO SPEC (SDD,TCR)
LIVING
NEW PO
SUN BED
CE
BENCH (SJD)
BENCH (SJD)
RL22730 - VERIFY ON SITE
LIVING
5930
WITH CO
WINE CELLAR DECKING RL22730 - VERIFY ON SITE
D3
OL
NEW POOL
.
DOOR BY OTHERS CONCRETE
WINDOW
POOL SURFACE
UN
1365
300
SANITARY PUMP TO HYDRAULIC ENGINEERS DETAIL. 0.3 AREA:32.154m²
CIL DEC
PUMP TO SIT UNDER DECK. PROVIDE ACCESS HATCH/LID IN DECK POOL VOLUME:40.948m³
TO
APPROX. ONLY
COMMS LINE REPRESENTS COUCH
177°21'5
SPEC (S
ISION N
POOL BALANCE TANK VOLUME TO BE
1890
15.200
LINES OF BUILDING 3.3m³ (CONFIRM WITH POOL BUILDER)
CONTROL
1 1
CABINET
11325
11325
SURROUND ABOVE LINE OF BUILDING SURROUND ABOVE CALCULATION:SURFACE AREA OF
LIFT
ESTIMATED D4
.
POOL x 100mm
OTICE. S
SUN BED
0"
WD6.0 WD6.0
DD)
EXTENDED TRACK OF D2 POSITION OF
DINING
3373
FLOOR BOX
190 1286 190
190
190
190
820D .
D2
CONFIRM LIFT WELL W1 LINE OF BULKHEAD
EE PAR
DEPTH WITH CEILING 380x250 250x250
1.2
COLUMN (TED) COLUMN (TED)
MANUFACTURER HALL GLASS BALUSTRADE (SJD)
0.9
358°50'2
PRIOR TO 0.6
2290
2290
2290
10.960
RL22730 - VERIFY ON SITE
T 4. 12 &
w/TIMBER HANDRAIL 0.3
2 CONSTRUCTION LINE OF KITCHEN BULKHEAD CEILING 2
CONCRETE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
6713
0"
WD6.0 SD UP BENCH (SJD) WD6.0
13
LIFT PENDANTS DECK
1500
W8 W7 W6 W5 ART
190
190
190
1.5 x 1.5 RL22730 -
S VERIFY ON
BENCH (SJD) N PLANT ROOM BELOW
WC SITE
190
290x150 DECKING PLANT ROOM. TO HOUSE POOL EQUIP. ,
COLUMNS (TED) 50mm PANTRY SD
KITCHEN HEAT PUMP AND POOL BALANCE TANK
2285
2285
400 x 200 FEATURE
PDR D6 D5 RL22730 - VERIFY ON SITE 400x800 COLUMNS TO SPEC
1600
SH 50mm CONCRETE COLUMN (SDD,TED)
FG BENCH (SJD) (TED) LINES OF BUILDING EXISTING FRAMELESS
BENCH (SJD) F F CT CBD CBD SURROUND ABOVE GLASS BALUSTRADE
S
V W4 (TO BE REPLACED)
190
190
190
1 2 3 4 5 6 7 8 9 101112131415 HW HW DP GATE
ALLOW FOR PLANT ROOM
UP LOCATION OF EXISTING EXISTING STAIRS
DN DOOR BELOW
1500
PLUMBING DUCT POOL EQUIPMENT TO BE REPLACED
300x900
COLUMN (TED) BLOCK RETAINING WALL
EXISTING RETAINING EXISTING RETAINING
275°09'50" HT LANDSCAPING IN ACCORDANCE WITH COUNCIL DECISION
42.27 OUTDOOR NOTICE. SEE PART 4. 11
LINES REPRESENT EXISTING EXISTING RETAINING SHOWER
3 RETANING WALL. TO BE RE- 4
LOCATED BEHIND STAIRS
WD7.0 305 WD7.0 STORMWATER PIT TO HYDRAULIC ENGINEERS DETAIL
190 2130 190 1710 4890 190 3020 190 8000 300
190 1500 190 2340 4890 190 3320 190 7700 300
190 3840 190 4890 190 3320 190 7700 300
LOT 61 ON 81810 20810
50 SEAVIEW TCE, SUNSHINE BEACH
QLD 4567
AREA: 620.513m²
*THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS
DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT.
PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY
DISCREPANCIES
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL *PILING, RETAINING AND EXCAVATION TO BE CONFIRMED WITH
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED ENGINEER PRIOR TO CONSTRUCTION
PLEASE CONTACT DESIGNER.
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: LOWER FLOOR PLAN
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR CONSTRUCTION
WD1.0
Section 4
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR
LOWER FLOOR: 151m²
FG FLOOR GULLY HW HOT WATER
DP DOWN PIPE A/C GROUND FLOOR: 197m²
AIR CONDITIONING
D DOOR DN DOWN UPPER FLOOR: 79m²
W WINDOW UP UP
COVERED TERRACES: 42m²
L LOUVRE F FRIDGE
GFA: 469m²
DH DOUBLE HUNG WC WATER CLOSET
RH RAIN HEAD SH SHOWER SITE COVER: 313m²/ 50.44%
CSD CAVITY SLIDING DOOR N TILED NICHE POOL: 39m²
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
TCR TO COUNCILS REQUIREMENTS F FRIDGE
NORTH
SDD SEE WORKING DRAWINGS DETAIL P PANTRY
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
. FALL DIRECTION SW STORM WATER
VOS VERIFY ON SITE FCL FINISHED CEILING LEVEL
T.O.W TOP OF WALL FFL FINISHED FLOOR LEVEL
25822
190 6942 190 18500
190 1386 190 5366 191 10469 250 7590 190
4
3
WD7.0
2690 WD7.0
94°20'29"
41.477
1500
IN-GROUND
1500
BINS GAS SYSTEM 250x250 COLUMN (TED) 400x800
COLUMN
KERB
150x150mm COLUMN (TED) 800x400 COLUMN (TED)
SEAVIEW TERRACE
(TED)
DP
HT DP DP SUNDECK
4°20'40"
190
190
BELOW
300
3.571
LINE OF BUILDING SP SP
190
FALL FALL
DRAIN TO HYDRAULIC ENGINEERS DETAIL
SURROUND ABOVE W9 TV BENCH (SJD) W10
W14 W15
LANDSCAPING IN ACCORDANCE FALL
WITH COUNCIL DECISION
2330
LINE OF CEILING ABOVE
NOTICE. SEE PART 4. 10
STACKING SCREENS
TERRACE
BUILDING SURROUND/EAVE (TED,SDD)
BUILDING SURROUND/EAVE (TED,SDD)
GLASS BALUSTRADE
FORMED FAMILY
4044
4044
3824
TO SPEC (SDD)
CONCRETE TO LAWN D8
CONCRETE
CONCRETE
.
D7 PENDANTS
.
SPEC (SDD,TED) RL26080
BUILDING 1748 RL26080- VERIFY ON SITE VERIFY ON OUTDOOR LIVING BELOW
SURROUND SITE FALL VOID FALL
50mm
5990
(TED,SDD) ESTIMATED W13 W16
LAWN POSITION OF
FLOOR BOX
7470
SLD
FD1
3. POOL
2.
300
STAINLESS STEEL 1.
190
190
BELOW
800x300 BLOCK COLUMN (TED)
8660
STREET SIGNAGE TO
SPEC (SDD) LINE OF GLASS
PIVOT DOOR
BRIDGE ABOVE
GATE
177°21'5
ENTRY
2000
2000
150x150mm COLUMN (TED)
STEPPERS TO SPEC HOUSE RL26080- W11 5028
10825
15.200
D1 380x250 250x250
1 RL26080 - VERIFY ON SITE COLUMN (TED) COLUMN (TED) 1
VERIFY ON SITE
3476
0"
WD6.0 BUILDING SURROUND (TED,SDD) BUILDING SURROUND (TED,SDD) FALL WD6.0
FALL FALL FALL FALL
13069
LINE OF BUILDING GLASS WALL GLASS BALUSTRADE
KERB
190
190
90 1100 190
SURROUND ABOVE
W12
LINE OF ROOF OVER
.
D9 FALL
1100GD
820D
HALL
LINE OF ROOF OVER
LINE OF BULKHEAD CEILING/BLINDS CAVITY (SDD) 50mm
LINE OF
GLASS BALUSTRADE (SJD)
358°50'2
BUILDING SURROUND (TED,SDD)
BUILDING
2290
ART BATH SCREEN TO
10.960
SURROUND w/TIMBER HANDRAIL
90
2 UP SPEC (SDD) 2
190
ABOVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 N
17 1 SD SD
0"
WD6.0 16 2 DN FG BED 1 WD6.0
STRIP DRAIN TO BATH (SJD) CONCRETE
15 3
LIFT TERRACE
1500
HYDRAULIC ENGINEERS W8 W7 W6 W5 SH D10
.
14 4 CUPBOARD
180
190
DESIGN AND DETAIL BED BASE (SJD) CONCRETE
1.5 x 1.5 920D 820D PEBBLE
COMMS
1000CSD
13 5
3075
3075
INLAY RL26080
GARAGE 12 6 WC ROBE ENSUITE VERIFY ON
DRIVEWAY
6265
190
11 7 200x100 COLUMNS LINE OF BULKHEAD SITE SUNDECK
GD1 CONCRETE PDR CONCRETE RL26080- VERIFY ON SITE
1795
SLAB AND GRADIENT TO ENGINEERS DESIGN AND DETAIL 10 8 (TED) CEILING/BLINDS BELOW
W20
2285
(TED). DRIVEWAY PROFILE TO BE CONFIRMED BY RL26080- VERIFY ON SITE 9 T 720GD CAVITY (SDD)
DRY W/M LINEN (SJD) W21 FALL
ENGINEERS PRIOR TO CONSTRUCTION. STORAGE 200x200 COLUMN (TED) SHELVES (SJD) WC 5740
UNDER LANDING LAUNDRY V
W19 W18
V V W17
140mm
190
190
190
SEE COUNCIL DECISION NOTICE FOR DETAILS OF RL26080-
EXISTING PANDANUS TREE. PART 4 .10 D11 VERIFY ON SITE
3290
DP FALL S FLAT ROOF DP FALL
600
190
DP 1 2 3 CLOTHES LINE COLUMN (TED) BUILDING
TO GARAGE FACE 1 2 3 4 5 6 7 8 9 101112 RH SURROUND
RL 25940 400x800
DRYING
1500
1500
STAIRS TO SPEC (SDD) COLUMN (TED) (TED,SDD)
140mm COLUMN
DN TILES DN
D12 (TED)
PRIVACY SCREEN TO SPEC (SDD) PRIVACY SCREENS TO SPEC (SDD)
PLANTER RL 25180
190
TELSTRA WATER HT 275°09'50"
POLE TELSTRA METER 2700 42.27
PIT EXISITNG FENCE EXISITNG FENCE EXISITNG FENCE
3 4
WD7.0 WD7.0
190 6000 190 2000 190 1500 190 9705 90 11660 190
190 8190 190 3840 190 4890 190 2285 90 2410 90 9160 190
31905
48 SEAVIEW TERRACE
BUILDING LINE OF
LOT 61 ON 81810
50 SEAVIEW TCE, SUNSHINE BEACH
QLD 4567
AREA: 620.513m²
*THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS
DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT.
PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY
DISCREPANCIES
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED
PLEASE CONTACT DESIGNER.
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: GROUND FLOOR PLAN
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR CONSTRUCTION
WD2.0
Section 5
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR
LOWER FLOOR: 151m²
FG FLOOR GULLY HW HOT WATER
DP DOWN PIPE A/C AIR CONDITIONING GROUND FLOOR: 197m²
D DOOR DN DOWN UPPER FLOOR: 79m²
W WINDOW UP UP
COVERED TERRACES: 42m²
L LOUVRE F FRIDGE
GFA: 469m²
DH DOUBLE HUNG WC WATER CLOSET
RH RAIN HEAD SH SHOWER SITE COVER: 313m²/ 50.44%
CSD CAVITY SLIDING DOOR N TILED NICHE POOL: 39m²
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
TCR TO COUNCILS REQUIREMENTS F FRIDGE
NORTH
SDD SEE WORKING DRAWINGS DETAIL P PANTRY
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
. FALL DIRECTION SW STORM WATER
VOS VERIFY ON SITE FCL FINISHED CEILING LEVEL
T.O.W TOP OF WALL FFL FINISHED FLOOR LEVEL
8328
190 3879 90 3979 190
3 4
WD7.0 WD7.0
94°20'29"
41.477
1500
GLASS BALUSTRADE
2000 RH
SEAVIEW TERRACE
100x100 COLUMN RH DP
(TED) BATTENED OUT
4°20'40"
S S S TOP OF HOB RL29580
3.571
SP SP
DP S FLAT ROOF S
190
190
5403 W27 W28 W29 W30 BUILDING SURROUND
FALL
50mm TO SPEC (SDD,TED)
FALL
ROBE
ROBE
STACKING SCREENS
FEATURE TIMBERS TO SPEC (SDD)
GLASS BALUSTRADE
TO SPEC (SDD) TERRACE
3530
W26
GUEST BED 3 RL29030 -
BUILDING CARPET CARPET D13
.
VERIFY ON FALL FLAT ROOF FALL
SURROUND TO SITE
SPEC (SDD,TED) RL29480
CONCRETE
GLASS
7196
190
820D 820D BALUSTRADE
GLASS BALUSTRADE
FALL FALL
6000
TOP OF HOB RL29580
TOP OF HOB RL29580
FEATURE TIMBERS VOID FALL
TO SPEC
177°21'5
TO SPEC (SDD)
2000
BUILDING W31 90x90 COLUMN (TED)
15.200
FALL CONCRETE PENDANTS
1 W25 1
10555
SURROUND TO BATTENED OUT
SPEC (SDD,TED)
WD6.0 WD6.0
0"
BUILDING SURROUND BUILDING SURROUND
TO SPEC (SDD,TED) TO SPEC (SDD,TED) FALL FALL FALL FALL FALL FALL
190
3432
90 1286 190
W24 GLASS BALUSTRADE TO W32 GLASS BALUSTRADE FALL FALL
90x90
COLUMN
HALL SPEC FALL
FALL FALL RL29080 - VERIFY ON SITE 50mm
820D
358°50'2
(TED)
WC
TOP OF HOB RL29080
CARPET SD
10.960
V
GLASS BALUSTRADE
2 600D DN 2
190
FALL
RL29080
820D 17 1
0"
LINEN
WD6.0 16 2
TERRACE FALL FALL WD6.0
LINE OF BUILDING 15 3 BED 2 D14 FLAT
4498
.
LIFT
1500
RL29030 - PLANTER
SURROUND ABOVE SH 14 4 ROOF
RL29080 - VERIFY ON SITE VERIFY ON
FG 13 5 RL29130
SITE
2890
LINE OF ROOF OVER V 12 6 CARPET RL29030
BATH CONCRETE FLAT ROOF
190 1100 190
FLAT ROOF 11 7
DRIVEWAY BELOW CONCRETE 10 8 RL29480 FALL
720D
9
WC V
ROBE FALL
HT SCREEN (SDD) S
W23 W22 W33 S
190
FALL
FALL DP S S S TOP OF HOB RL29580
DP RH
6000
RH RH
2000
2000
S COLUMN (TED)
FALL FLAT ROOF FALL
RL29080 DRYING BELOW
S
275°09'50"
42.27
2700
3 4
600
190 1241 90 980 90 90 7570 WD7.0 WD7.0
190 3001 90 2000 190 1500 190 3690
10845
LOT 61 ON 81810
50 SEAVIEW TCE, SUNSHINE BEACH
QLD 4567
AREA: 620.513m²
*THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS
DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT.
PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY
DISCREPANCIES
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED
PLEASE CONTACT DESIGNER.
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: UPPER FLOOR PLAN
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR CONSTRUCTION
WD3.0
Section 6
STAINLESS STEEL STREET SIGNAGE TO SPEC (SDD) GATEHOUSE GATE AND FEATURE TIMBERS TO SPEC (SDD)
GATEHOUSE/GARAGE SURROUND TO SPEC (SDD,TED) BUILDING SURROUND TO SPEC (SDD,TED)
FEATURE TIMBERS TO SPEC (SDD) 6x6mm RENDER LINES IN RENDER TO SPEC
RENDERED BLOCK COLUMNS TO SPEC (SDD, TED) TIMBER LINING BOARDS TO SPEC (SDD)
BIN SCREEN AND GATE TO SPEC (SDD) COLOURBOND FASCIA TO SPEC
8m HEIGHT
BOUNDARY
BOUNDARY
LIMIT
UPPER FLOOR CEILING RL31680 - VERIFY ON SITE UPPER FLOOR CEILING RL31680 - VERIFY ON SITE
2450
2450
VOS
VOS
HATCH REPRESTENTS
NEIGHBOURING STRUCTURE -
VERIFY ON SITE
UPPER FLOOR RL29080 - VERIFY ON SITE UPPER FLOOR RL29080 - VERIFY ON SITE
300
300
GROUND FLOOR CEILING RL28780 - VERIFY ON SITE GROUND FLOOR CEILING RL28780 - VERIFY ON SITE
2700
2700
VOS
VOS
EXISTING EXISTING
FENCE/WALL FENCE/WALL
GROUND FLOOR RL26080 - VERIFY ON SITE GROUND FLOOR RL26080 - VERIFY ON SITE
FINISHED GROUND LINE
WEST ELEVATION
SCALE 1 : 100
WINDOWS AND DOORS TO SPEC (SDD)
BUILDING SURROUND TO SPEC (SDD,TED)
ACRYLIC POOL WINDOW TO SPEC (SDD)
BUILDING SURROUND TO SPEC (SDD,TED)
EXSTING CANTILEVERED STAINLESS STEEL WET
EDGE TRAY TO BE RE-FORMED UP WITH GRATE AND
BUILDING SURROUND TO SPEC (SDD,TED) PEBBLE FILLED (SDD)
BUILDING SURROUND TO SPEC (SDD,TED)
6x6mm RENDER LINES IN RENDER TO SPEC
PRIVACY SCREENS TO SPEC (SDD) RECESSED GLASS POOL FENCE TO SPEC (SDD,TCR)
STAIRS TO SPEC FEATURE COLUMNS TO SPEC
BOUNDARY
BOUNDARY
UPPER FLOOR CEILING RL31680 - VERIFY ON SITE UPPER FLOOR CEILING RL31680 - VERIFY ON SITE
2450
2450
VOS
VOS
UPPER FLOOR RL29080 - VERIFY ON SITE UPPER FLOOR RL29080 - VERIFY ON SITE
300
300
GROUND FLOOR CEILING RL28780 - VERIFY ON SITE GROUND FLOOR CEILING RL28780 - VERIFY ON SITE
2700
2700
VOS
VOS
GROUND FLOOR RL26080 - VERIFY ON SITE GROUND FLOOR RL26080 - VERIFY ON SITE
350
350
LOWER FLOOR CEILING RL25730 - VERIFY ON SITE LOWER FLOOR CEILING RL25730 - VERIFY ON SITE
3000
3000
VOS
VOS
LOWER FLOOR RL22730 - VERIFY ON SITE LOWER FLOOR RL22730 - VERIFY ON SITE
EXISTING LOWER FLOOR RL22630 - VERIFY ON SITE EXISTING LOWER FLOOR RL22630 - VERIFY ON SITE
FINISHED GROUND LINE
EAST ELEVATION
SCALE 1 : 100
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL *THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT.
PLEASE CONTACT DESIGNER. PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY
DISCREPANCIES
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: ELEVATIONS
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR CONSTRUCTION
WD4.0
Section 7
SCREEN TO SPEC (SDD) WINDOWS AND DOORS TO SPEC
PRIVACY SCREEN TO SPEC (SDD) ALL RAINHEADS AND DOWNPIPES TO HYDRAULIC
ENGINEERS DETAIL
BUILDING SURROUND TO SPEC (SDD,TED) PRIVACY SCREENS TO SPEC (SDD)
BUILDING SURROUND TO SPEC (SDD,TED) BUILDING SURROUND TO SPEC (SDD,TED)
8m HEIGHT
LIMIT
UPPER FLOOR CEILING RL31680 - VERIFY ON SITE UPPER FLOOR CEILING RL31680 - VERIFY ON SITE
2450
2450
VOS
VOS
UPPER FLOOR RL29080 - VERIFY ON SITE UPPER FLOOR RL29080 - VERIFY ON SITE
300
300
GROUND FLOOR CEILING RL28780 - VERIFY ON SITE GROUND FLOOR CEILING RL28780 - VERIFY ON SITE
2700
2700
VOS
VOS
GROUND FLOOR RL26080 - VERIFY ON SITE GROUND FLOOR RL26080 - VERIFY ON SITE
350
350
LOWER FLOOR CEILING RL25730 - VERIFY ON SITE LOWER FLOOR CEILING RL25730 - VERIFY ON SITE
NATURAL
3000
VOS
AND FINISH
ED GROUN
D LINE
LOWER FLOOR RL22730 - VERIFY ON SITE LOWER FLOOR RL22730 - VERIFY ON SITE
EXISTING LOWER FLOOR RL22630 - VERIFY ON SITE EXISTING LOWER FLOOR RL22630 - VERIFY ON SITE
SOUTH ELEVATION
SCALE 1 : 100
BUILDING SURROUND TO SPEC (SDD, TED) BUILDING SURROUND TO SPEC (SDD, TED)
WINDOWS AND DOORS TO SPEC ALL RAINHEADS AND DOWNPIPES TO
HYDRAULIC EINGINEERS DETAIL
6x6mm RENDER LINES IN RENDER TO SPEC 6x6mm RENDER LINES IN RENDER TO SPEC
BUILDING SURROUND TO SPEC (SDD, TED) BUILDING SURROUND TO SPEC (SDD, TED)
RECESSED GLASS BALUSTRADE TO SPEC TIMBER LINING BOARDS TO SPEC
BUILDING SURROUND TO SPEC (SDD) RENDERED BLOCK COLUMNS TO SPEC (SDD,TED)
EXISTING CANTILEVERED STAINLESS STEEL WET BIN SCREEN TO SPEC (SDD)
EDGE TRAY TO BE RE-FORMED UP WITH GRATE AND
PEBBLE FILLED (SDD)
IT
8m HEIGHT LIM
UPPER FLOOR CEILING RL31680 - VERIFY ON SITE UPPER FLOOR CEILING RL31680 - VERIFY ON SITE
2450
2450
VOS
VOS
UPPER FLOOR RL29080 - VERIFY ON SITE UPPER FLOOR RL29080 - VERIFY ON SITE
300
300
GROUND FLOOR CEILING RL28780 - VERIFY ON SITE GROUND FLOOR CEILING RL28780 - VERIFY ON SITE
2700
2700
VOS
VOS
GROUND FLOOR RL26080 - VERIFY ON SITE GROUND FLOOR RL26080 - VERIFY ON SITE
350
350
LOWER FLOOR CEILING RL25730 - VERIFY ON SITE LOWER FLOOR CEILING RL25730 - VERIFY ON SITE
3000
VOS
OUND LINE
D FINISHED GR
NATURAL AN
LOWER FLOOR RL22730 - VERIFY ON SITE LOWER FLOOR RL22730 - VERIFY ON SITE
EXISTING LOWER FLOOR RL22630 - VERIFY ON SITE EXISTING LOWER FLOOR RL22630 - VERIFY ON SITE
NORTH ELEVATION
SCALE 1 : 100
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO *ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA APPROVAL *THESE PLANS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS
BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. CONDITIONS AND COUNCIL APPROVED PLANS. ANY DISCREPANCIES NOTED DRAWINGS, HYDRAULIC ENGINEERS DRAWINGS AND ENERGY EFFICIENCY REPORT.
PLEASE CONTACT DESIGNER. PLEASE CONTACT DESIGNER AS SOON AS POSSIBLE SHOULD THERE BE ANY
DISCREPANCIES
CLIENT: Max & Robyn WHITE PROJECT: WHITE WATER HOUSE
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors to SITE ADDRESS: LOT 61 ON 81810, 50 SEAVIEW TCE, SUNSHINE BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 verify all dimensions on site prior to commencing works. Site location
E: [email protected] in accordance with engineers details. These drawings are to be read in DRAWING TITLE: ELEVATIONS
P: (07) 54748 107 conjunction with engineers design and details, the accompanying
building specification and schedule of finishes. If in doubt, PLEASE DATE: 25/01/17 SCALE: 1 : 100 @ A2 DRAWN BY: C. CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
REQUEST CLARIFICATION. DO NOT ASSUME.
ISSUE: FOR CONSTRUCTION
WD5.0
The text continues on section 8.